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HomeMy WebLinkAboutzS-2900SetE E c 0 U o, 67 U C >: 0 U Q c c Y a v aC 3 P W v m rn c C d 4 _= o $i T ? I 5i�� m a a I� Ld g F W 0 I- U N U1 l y Z pIU, O V) UIz Of L'i Li CL 2 2 m 0 U z U UU� of Ir of w w w M 0- a to N - O I LEGAL DESCRIPTION: That portion of Section 21, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington, described as follows: BEGINNING at a point on the North line of said section a distance of 1000 feet West of the West line of Government Lot 4 in said section; THENCE Southeasterly 1121.85 feet to a point 940 feet South of said North line of said section and 380 feet West of said West line of Government Lot 4; THENCE Southeasterly 466.77 feet to the point of intersection of said West line of Government Lot 4 with a line 187.5 feet Southtr; of the Northeriv margin of the Bonneville Power Administration Maple Valley Loop North line, as measured perpendicular from said margin; THENCE South 80' 23. 40" East (South 80' 10' 30" East), parallel to said margin, 634.26 feet; THENCE South 32' 17' 10" East (South 32' 04' 00" East), parallel to said margin, 248.67 feet to the Westerly ma igin of the City of Seattle- Mercer Island Pipe Line right -of -way as condemned in, King County Superior Court Couse Number 486190; THENCF Southerly, along said marain, to the point of intersection with the S'outhwe'sterly margin of Bonneville Power Administration Rocky Reach -Male Valley No. 1 trarsmissiau line; THENCE North 32' 17' 10" West (North 32' 04' 00 West), along said ma -lin, 520.75 feet; THENCE North 80' 23' 40" West (North 80' 10' 30' West), aiona margin, 1648.18 feet to the Northeasterly margin Af _­suthcast Royal hens urive as conveyed to the City of Kent under Recc',�;rg Number 7502070394; THENCE Westeriv, along said marain, to a point which bears South 09' 30' 00" East from a point on the North line of saia sec:iun which is 338.85 feet East •, the 'Northwest c01111e7 of said section, as measure along said north line; THENCE North 09' 30' 00" West 1475.53 feat tc sold point en the North line of said Section 21; THENCE Easterly, along said North line, 1014.54 feet to the TRUE POINT Or BEGINNING; TOGETHER with the following described parcel: BEGINNING at a point of the West line of said Section a distance of 1265.40 feet South of the Northwest comer thereof; THENCE South 34' 54' 30' East 940 feet to the Southerly margin of said Southeast Royal Hills Drive and the TRUE POINT OF BEGINNING; THENCE Continuing South 34' 54' 30" East 55 feet to the Southerly mo,yin of Bonnevilie Power Administration Rocky Reach - Maple Valley No. 1 transmission line; THENCE Noah 54' 24' 00 East, along said margin, 830 feet to the Southerly margin of said Southeast Royal Hills Drive; THENCE Westerly and Southerly, along said margin, to the TRUE POINT OF BEGINNING. 1) CITY OF RENTON CONTROL POINT 1640. TOP OF A BRASS RISK IN CONCRETE, ENCASED, FOUND MARKING THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. ELEVATION: 458.31 ASSUMED DATUM 462.71 "CAS 1941 Nwu 1929 466.06 CITY OF RENTON NAVD 1988 2) TOP OF MONUMENT INCASED AT THE POINT OF CURVE OF SOUTHEAST ROYAL HILLS DRIVE LOCATED SOUTH 39'28'21" WEST, 213.86 FEET FROM THE SOUTHWEST CORNER OF THE SITE. ELEVATION 346.08. 3) TOP OF BRASS PLUG MONUMENT INCASED AT THE POINT OF CURVE OF SOUTHEAST ROYAL HILLS DRIVE LOCATED SOUTH 50'40'24" EAST„ 877.12 FEET FROM THE SOUTHWEST CORNER OF THE SITE. ELEVATION 294.38. HORIZONTAL DATLW: TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 1'D00'25.25" COUNTERCLOCKWISE WAS APPLIED AT A BRASS DISK IN CONCRETE, ENCASED, FOUND MARKING THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE INVERSE OF THE GRID SCALE FACTOR OF 1.0000077486 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. VERTICAL DATUM: (CITY OF FENTON) ASSUMED. CONVERSION TO THE CITY OF RENTON DATUM (NAVD 88) IS TO ADD 7.75 FEET TO SHOWN ELEVATIONS. TTHHEE CITY OF RENTON REQUIRES THE PROJECT AS -BUILT DRAWINGS TO BE PREPARED USING NAVD 88 DATUM WITH NO ELEVATION CORRECTION. LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE PROPOSED SANITARY SEWER SYSTEM EXISTING SANITARY SEWER SYSTEM �= PROPOSED WATERMAIN EXISTING CONTOURS 250 PROPOSED CONTOURS - - -. - -- 250 - - - -__ _ PROPOSED ASPHALT PAVEMENT -� PROPOSED CONCRETE PAVEMENT �� 111 i tit +) 360 11 \` CALL BEFORE YOU DIG: 1" -800- 424 -5555 NW 1/4 OF SECTION 21, TOWNSHiP 23 N,, RANGE 5 E., W.M. RENTON, WASHINGTON ^ ONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERNITQ FItSM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST DE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAN., SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. HIOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT M THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATK)N SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 5 , I X, 1 r I IT1_rF'V nN'11tlJ tM' \M'11'Z, CAUTIOPM THE CONTRACTOR SHALL BE RESPONSIBLE FOR YERIFYINO THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHI,WN ON THESE PLANS OR NOT IVY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -BDO- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THca'c PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECi TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT 13ARGFAISEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SSI E 1" -1Ca' INDEX OF SHEEi'S S1 COVER SHEET S2 SANITARY SEWER PUN (SOUTH PORTION) w S3 SANITARY SEWER PUN (NORTH PORTION) VICINITY NEAP S4 SANITARY SEWER PROFILES SCALE A, B AND D) S5 SANITARY SEWER PROFILES (ROADS G, H. AND J) S6 SANITARY SEWER PROFILES SANITARY SEWER NOTES AND SPECIFI+CATIOM (ROADS F AND C) 1. ALL WORK MATERIALS SHALL BE iN CONFORMANCE WiTH THE STANDARDS AND S7 SANITARY SEWER PROFILES SPECIFICATIONS OF THE CiTY OF RENTON AND THE LATEST EDITION OF TriE (ROADS ALLEY, ALLEY 2 AND ALLEY 3) WSDOT /APWA STANDARDS AND SPECIFICATIONS. SS SANITARY SEWER PUMP STATION 2. THE HOURS OF WORK iN THE STREET RIGHT -OF -WAY SHALL BE LiMiTED TO 0:30 A.1111, TO PLAN AND PROFILE 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED iN WRITING IR THE TRANSPORTATION S9 PUMP STATION NOTES DIVISION AT (425) 277.6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL K APPROVED BY THE TRANSPORTATION DIVISION 24 itOURS iN ADVANCE. THE POLICE SIO SANITARY SEWER PUMP STATION DETAILS DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL K NOTIFIED 24 HOURS iN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH 'STANDARD SPECIFICATION FOR SIT PUMP STATION CONTROL PANEL MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AND WIRING DIAGRAM AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. i SPECIAL NOTE: i THE CITY OF RENTON PUBLIC WOR.'S INSPrCiat 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AID IT SHALL BE THE AND OLYMPIC PIPELINE COMPANY SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 90 AS TO NOTIFIED 48 HOURS IN ADVANCE FOR ALL PIPE AVOID DAMAGE OR DISTURBANCE. CROSSING THE OLYMPIC PIPE LINE. 5. A PRECONSTRUCTiON CONFERENCE AND A 24~ NOTICE SHALL K 911111111111110 PRIOR TO STARTING NEW CONSTRUCTION. iT SHALL K THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRiOR TO STARTING COMIT`iw=110N. ((TFMCTiON WILL I BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) 1T SH91LL K THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CiTY INSPECTOR 24 HOURS IN ADVANCE 1 \ OF BACKFILLiNG ALL CONSTRUCTION. \ \1\ \\ \ tI S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEVA E3 OF \\ �, CONSTRUCTION AND FOR THE SAFETY OF WORKERS AID OTHERS ON THE CONSTRUCTION 7. iT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND Al \ OTHER RELATED PERL'ITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CiTY OF RENTON. DEVELOPMENT SERVICES DIVISION SHALL TARE PRECEDENCE 0'/ER ALL OTHER PLANS. 9. IS IN PROGRESS APPROVED PLANS MUST BE ON THE JOB SiTE WHENEVER CONSTRUCTION TO. THE CONTRACTOR SHALL PROVIDE THE CiTY OF RENTON WiTH AN AS -MILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOS! AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND i, ( \ FOR ONE PIPE DIAMETER ON EACH SiDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r \ ?3 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 10 48 ! SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAM IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MiX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. ' \ 13. DATUM SHALL BE CITY OF RENTON. U.S. C. AND G. S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULLED OR OTHERWISE STABILIZED TO T11E `\ SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE a Izyl tkl \_ COMPLETION OF CONSTRUCTION. -�_ ON 15. ALL PIPE AND APPURTENANCES SHALL BE LAID A PROPERLY PREPARED FOUNDATION IN ' ACCORDANCE WiTH SECTION 7-02.3(l) Or THE CURRENT STATE OF WASHINGTON STAM MD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE MECESAAH LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION Or REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH Or THE PiPE WiLL BE SUPPORTED ON A UNIFORMLY DEW UNYIELDING BASE. PIPE MEWING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE \ PiPE. 16. SANITARY SEWER PIPE SHALL BE POLY11141 CLORiDE (PVC) RUBBER OASN 1 ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1\ 17. iN UNIMPROVED AREAS, MAM 0LE TO EXTEND MINIMUM O INCHES AND MAXIMUM \ \ 16 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. LL 6�9 F�R 03� 'I 1 1 1 r 00� pF WASy /TAO Approved By Date �fjs�C STEANG��4�Q AL E I PAGEANTRY COMT_"JNITIES GEOENGINEE INC. J�? r^ RENTON, WA 98056 REDMOND, WA 98052 (425) 235 -0744 - ROGER NIX (425) eel -8000 ` !. T> 18215 72ND AVENUE SOUTH P2 DESIGN OR" KENT, WA 98032 1402 THIRD AVENUE, SLYTE 730 4253 251 -8782 FAX 622 84300FAX SURVEYO ^ ONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERNITQ FItSM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST DE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAN., SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. HIOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT M THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATK)N SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 5 , I X, 1 r I IT1_rF'V nN'11tlJ tM' \M'11'Z, CAUTIOPM THE CONTRACTOR SHALL BE RESPONSIBLE FOR YERIFYINO THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHI,WN ON THESE PLANS OR NOT IVY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -BDO- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THca'c PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECi TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT 13ARGFAISEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SSI E 1" -1Ca' INDEX OF SHEEi'S S1 COVER SHEET S2 SANITARY SEWER PUN (SOUTH PORTION) w S3 SANITARY SEWER PUN (NORTH PORTION) VICINITY NEAP S4 SANITARY SEWER PROFILES SCALE A, B AND D) S5 SANITARY SEWER PROFILES (ROADS G, H. AND J) S6 SANITARY SEWER PROFILES SANITARY SEWER NOTES AND SPECIFI+CATIOM (ROADS F AND C) 1. ALL WORK MATERIALS SHALL BE iN CONFORMANCE WiTH THE STANDARDS AND S7 SANITARY SEWER PROFILES SPECIFICATIONS OF THE CiTY OF RENTON AND THE LATEST EDITION OF TriE (ROADS ALLEY, ALLEY 2 AND ALLEY 3) WSDOT /APWA STANDARDS AND SPECIFICATIONS. SS SANITARY SEWER PUMP STATION 2. THE HOURS OF WORK iN THE STREET RIGHT -OF -WAY SHALL BE LiMiTED TO 0:30 A.1111, TO PLAN AND PROFILE 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED iN WRITING IR THE TRANSPORTATION S9 PUMP STATION NOTES DIVISION AT (425) 277.6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL K APPROVED BY THE TRANSPORTATION DIVISION 24 itOURS iN ADVANCE. THE POLICE SIO SANITARY SEWER PUMP STATION DETAILS DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL K NOTIFIED 24 HOURS iN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH 'STANDARD SPECIFICATION FOR SIT PUMP STATION CONTROL PANEL MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AND WIRING DIAGRAM AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. i SPECIAL NOTE: i THE CITY OF RENTON PUBLIC WOR.'S INSPrCiat 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AID IT SHALL BE THE AND OLYMPIC PIPELINE COMPANY SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 90 AS TO NOTIFIED 48 HOURS IN ADVANCE FOR ALL PIPE AVOID DAMAGE OR DISTURBANCE. CROSSING THE OLYMPIC PIPE LINE. 5. A PRECONSTRUCTiON CONFERENCE AND A 24~ NOTICE SHALL K 911111111111110 PRIOR TO STARTING NEW CONSTRUCTION. iT SHALL K THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRiOR TO STARTING COMIT`iw=110N. ((TFMCTiON WILL I BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) 1T SH91LL K THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CiTY INSPECTOR 24 HOURS IN ADVANCE 1 \ OF BACKFILLiNG ALL CONSTRUCTION. \ \1\ \\ \ tI S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEVA E3 OF \\ �, CONSTRUCTION AND FOR THE SAFETY OF WORKERS AID OTHERS ON THE CONSTRUCTION 7. iT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND Al \ OTHER RELATED PERL'ITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CiTY OF RENTON. DEVELOPMENT SERVICES DIVISION SHALL TARE PRECEDENCE 0'/ER ALL OTHER PLANS. 9. IS IN PROGRESS APPROVED PLANS MUST BE ON THE JOB SiTE WHENEVER CONSTRUCTION TO. THE CONTRACTOR SHALL PROVIDE THE CiTY OF RENTON WiTH AN AS -MILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOS! AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND i, ( \ FOR ONE PIPE DIAMETER ON EACH SiDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r \ ?3 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 10 48 ! SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAM IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MiX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. ' \ 13. DATUM SHALL BE CITY OF RENTON. U.S. C. AND G. S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULLED OR OTHERWISE STABILIZED TO T11E `\ SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE a Izyl tkl \_ COMPLETION OF CONSTRUCTION. -�_ ON 15. ALL PIPE AND APPURTENANCES SHALL BE LAID A PROPERLY PREPARED FOUNDATION IN ' ACCORDANCE WiTH SECTION 7-02.3(l) Or THE CURRENT STATE OF WASHINGTON STAM MD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE MECESAAH LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION Or REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH Or THE PiPE WiLL BE SUPPORTED ON A UNIFORMLY DEW UNYIELDING BASE. PIPE MEWING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE \ PiPE. 16. SANITARY SEWER PIPE SHALL BE POLY11141 CLORiDE (PVC) RUBBER OASN 1 ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1\ 17. iN UNIMPROVED AREAS, MAM 0LE TO EXTEND MINIMUM O INCHES AND MAXIMUM \ \ 16 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. LL 6�9 F�R 03� 'I 1 1 1 r 00� pF WASy /TAO Approved By Date �fjs�C STEANG��4�Q AL E I PAGEANTRY COMT_"JNITIES GEOENGINEE INC. 2936 KENNEWICK PLACE N.E. 8410 154TH AVENUE N.E. RENTON, WA 98056 REDMOND, WA 98052 (425) 235 -0744 - ROGER NIX (425) eel -8000 CIVIL ENGINEER: (425) 881 -8050 FAX BARGHAUSEN CONSULTING ENGINEERS, W. 18215 72ND AVENUE SOUTH P2 DESIGN OR" KENT, WA 98032 1402 THIRD AVENUE, SLYTE 730 4253 251 -8782 FAX 622 84300FAX SURVEYO Q6) CENTRE PPOINTE SURVEYING, INC. M Q ^ P.O. BOX 4418 DESI�.N !Af 33639 97H AVENUE SOUTH 4205 148TH N.E• FEDERAL WAY, WA 98063 SUITE 102 (253) 661 -1901 BELLIEll WA 9!1007 (253) 661 -7719 FAX (200) 661 -2426 (208) 881 -2468 FAX CITY OF RENTON MEPARTMMEN�/T��OH0 PU®LHC WOAKlS COYER SHEET SANITARY SEINER PLANS KenskxAon Crest C4kr+ar*lurYtrr APPROVm 01RECTM or PMC am F sa ° wr a ma : o • n �7 . . • e® N L- '., a • / • �N j . • ,. o ®e rq a ■r .. ■ ; . r! " a .,_....._..,.o'. ,.k- c,.,... ... c0 O . , .S!�k E' / . 1 V° 21, W1 63Y. - V.- . q W.M. ; , Trf.w" SHEET V7 { ° wo.■ s ®1 • 11 ■ w, . y ■,_ ® 4, aw • 00 a ®n • " °mew ■ m e s • m i 0 2.0% //. i Uri t t V.. f f , ( 1 Ma Cn IftlAl .2 2.0 y Iej? I? �t +1 'i +r�s W ?g ♦ ♦?Jy Fil♦ Of}♦ •0 AF♦ ffw /II •7� pAll�w? :?w 6? 'k• i � - T--,� `�0 1 r� �� •o �? � .I a �j ♦ ''P .. i � I a • : a`'•� � , '`\ `, �• ae '• ?J�b. prk•?d I ♦� 7d � I • Z t2 tfp `• Qryl•.`5!d fJ I FA' \ ?s) e ' • °73n, °238e � ?J'e I i zJ,¢Q(�},• i•0 �' °1Jp G�' 2 0 !�•� i�J " ?f2 6 ?f �7••? 0 ' a1 " .t ?J8 0`�'r 8 „7 ♦? ''•. �'•? f?'• I I i _ I � �J ?30� ��J .- 1 ?fsp ? JB,Jhl^ 0: ?J8.0 I �•e ?�?n '•.. •�� 8 ?f ?n I I i 1 /M4 .........,. °,I........�. o 0 0 `:.\ SSCO I''. �4. I 4A W� 28 ...... A _ D' 1 �4A I 3..14A 4 A I I� e G �� \ 2� 3A J, ; � IE =257. 5 RIM= :0 \, • - - -- i E - I T. - CO C•ISn C �IC:_.>_9 :yl: - - - - - -- __- - - - --- / I i ` , � c = %� S CO .. � .1 , :I t .. , ' I.: . 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'. . -.. - ::. -. �:. ;t a, < . »`.a..: ., ; . ,:, ! • / /: tom, ? :. �,. _:. ,�,. - ; LA. 38. t j - . -.a,. _:R.. ,..., l ...,:,. ., , :. ,: a: \ � -,x._, , - •/yam .... - f .:... . t. KE Y MAP 4 o : : : � � ,' ;> _ � d= � �»� - �s, �_ ; ;. , l ; �: r / fT �'• /k•- RIM-244.5 _ g• o I .? ti as u:. ki ti t I: e, / c�t•�Jita pg iQI . .e d IE =240.5 ;2 I s \ -. _k i `- a A: ?JS - •? ®I{� ?J, 2fD ?p OP ?+�L? <\: o h `' ,a,.. - v .; I ,` .x 2 s / ,t - t -J -t Jl.,f •i f g .? 1 I ? �'♦ ? .P I CL ,� � � �r � � it I I , . x � �, r t .. .`' } I . � � ?�•J I �` ?ff. i / IEs23 5 �• Z�z � i) I i '� =k 1 Wk ' :mot £ ♦�'y� 14A �4 y �, W / , � . n . + -� • .: d. :, �;r.' eeo � I l - j � i� Ir �. ?� I .. '•�`� / + s ® o ° '°'+AC -- ...�� • , ,._ :;u;. OFF -282 �j . I L I \ II • J ?ff3 I t /� is i� . p$ T�� •lye Q - 1 p N [­ , �263!S I ��� FORCIEMAI SEWER ., c ¢ _262/ '. 1 : I TYRIQI6 B" CLEAa0L1'(s LOCATED (.� ?fqJ ^ FEU *t FROM BIALDING •?ff 'MIN _SEPER7I{IOK I ''' - - 1 /'' i wr W p• � �=• rn � 'R� � � �. t - ms's ?ne ' , �, � ' � A, \ RIM =2710.6PIANa !s dZlti 7`4 1 \I `.� I `pfte ,f:- /'� ♦? �r 1,N / a "l:•+ -idle / s i �•'' I ! 'R MIN• i �lt/��• ue �F.7�I7 II � �N t I �� c( / S a , pge % / �t9�.11GTER - `1 \ EM- 9.5� ze Marc BELOW rr N� ��° i -, 13 - +i P err■ev• acme ®■®e® airs• rwwrM■ ilrr®• em■ o®• i■ a• ��• er® ae■ sro• �r�rra■ �•wsoves••wlees•ssrei,r�■a.ps°p _ Y �,p 4 /A I •, ;A I.. r ♦ � V yy \ \ j,75 , IE�236.05 q I ` NORTH EDGE 3' s1�'7 I % V : V '�: 1 0 u� n OF BONNEVILLE POWER .'` � � � I �(� fp♦ 1 �♦? ? V : , 4 � � � � '# it I O ADMINISTRATION EASEMENT .. ��_/': f ?.J / - •' LF 6" SS ♦?f \. t "� Mf r \ �� \ ♦ // d• a \SIDE SEWER �� ` • x x / r ¢ toz MIN. ,; -� a�; ?udi' \ct\ \ ( :'• g j �SEWER MANHOLE z� I \ / M" SS MH�10, TYPE I -48" 143.6 GRAVEL RD SS MH 2, TYPE I -46 /�i9 ,• 0.,' / I `'` •°,� " I LL W \ STA. , 10.09 RT .0 RT 6 ` RIM-216.40 .56 RIM-259.80 .00 �\ a M.�� •,\ , S I IE= 206.67 SB" IN) E= 252.25 6" IN) '� �� r• ♦ 0 \��� / `y E= 206.31 ,8" OUT) IE= 252.0'0 �8" OUT) i'''1•.,r•?�' �y rJ �aII RAVEL RD,E SS PI TYPE STA. 48 +35.81, 17.13' RT SS MH #1 t, TYPE 1 -48" J q�° ff,? �'•, Ii e e s R!!A =224.33 STA. 39 +04.38, 5' RT SS MH 19, TYPE 1 -48' `1� • ?�z Z4i �t IE =214.89 8" IN) RIM =244.84 STA. 71+15, 5.0' RT �I =2 T IE= 214.79 S8" OUT E= 232.94 8" IN SE r µ' 4" DI SEWER FORCEMAIN / 1 1 a� t ) ) RIMr24085 /. ►2zM�/ `��\ f i= o IE =232.84 8" OUT W) IE =232.15 6" IN / w �� W a 3' MIN. COVER 1 ) ) r 1 �• , �' �°;• :•.. " ¢" SS MH 4, TYPE I -48" IE= 232 -05 (8" OUT) x qk 2ti I r r ; g / /F1 1 STA. 48+82.00, 9.0' LT SS MH#12, TYPE 1 -54" \ / ?f4•? RIM =224.94 STA. 40 +91.24, 5' RT SS MH #20, TYPE I -48" \ / ^,•� I i yA l4 >! IE =216.75 8" IN) RIM-239.73 STA. 45 +72.11, 14.99' RT t' • •? n <Q QI d E =216.65 k8" OUT) IE =233.87 8" OUT NW) RIM-244.60 of cr q EX EDGE OF�G \ IE= 234.07 k6" IN) IE= 235.90 8" OUT `• / �J Playground easement \' . S )) :\ i -1ff 7�A \ I i •6 Rec. No. 6399529. SS MH#5, TYPE 1 -48 IE =236.07 6" IN ♦ 3 V \ w \ \ STA. 50 +87.38, 5.0' LT SS MH#13, TYPE I -48" \� ?�•d „ o ��I Q f/I ALONG ROAD C STA. 34+60.00, 5' RT SS MH 21, TYPE I -48" oil \ /' 7 RIM = 238.66 RIM = 261.07 STA. 17 +65.21, 5.0' RT �� ♦? rr IE- 226.80 8" OUT) IE =252.47 8" IN) RIM-228.04 .`�� 4? Nd ii:ii, ' IE= 226.90 (8" IN) IE= 252.37 k8" OUT) IE= 219.04 8" IN) t • ?ff. / ; : i In V) In �, p f t ! I m IE= 218.94 (8" OUT) A ' Ig I� SS MH#6, TYPE 1 -40" / �' ! + +- STA. 37 +10 63, 5' RT SS MH{�14, TYPE I -48" EX BASKETBALL STA. 33+85.00, 5' LT SS MHJ22, TYPE 1 -49 HOOP I `: RIM-243.55 RIM =268.25 - RIM -2 .26 8" IN E &W STA. 15 +85.03, 4.56' RT " z z ) IE =259.55 (8" IN) RIM = 241.76 { :• _ (.'. 0 0 IE 232 18 �8" OUT N) IE =259.45 8" OUT) IE =232.80 8" IN) � •_ � IE 202./ 0 • : SS MH�j7, TYPE 1-48" 0 �8" UT) EX ASPHALT COURT I /I �•.`\ / STA. 54+74.13, 7.10' LT SSMH#15, TYPE 1 -48" �\ of RIM= 245.66 STA. 8 +41.05, 7.8 LT. SS MH 23, TYPE I -49" �, 20 1' 6" DI �_ N EX EDCE `OF ? z z \ E= 235.28 8" IN) ALONG HARRINGTON DR, STA. 15 +07.30, 5.0' RT I t I i U 0! B.25fe Reeroatoin� eaesmeTt� I� IE= 235.18 �8" OUT) RIM-263.30 RIM =247.15 EX EDGE OP: Rec, No. 8706171394. 1 ) IE= 233.29 8" IN CL a 0 / / IE =254.50 (8" OUT) IE =233.19 �8" OUT) Rec. No. 8399529. I W t / ( ) Playgrountl sofement 0 SS MH 8, TYPE I -48" IE =254.50 8" OUT r EX 217 LF 15" V) N O 2.33% STA_ 55 +76.14, 5.0' LT - _ Y z 1 -4" X 45° BEND JXFL 4" D.I. 'SEWER FORCEMAIk . M RIM= 244.61 SSMH 16 TYPE 1 48" ( SSMH 24 TYPE t 48" 0 Q w o t-4. -6 INCREASE (FLXM /�. E= 235.90 i8" IN) STA. 68.10 5' RT. STA. 88 +86.73 3 MIN. COVER z lx N CONC. tNR4JST BLOCKING Play equipment E= 235.80 S OUT) RIM =268.10 M =245.20 "• `�� q'z O (8 Ian IE= 255.25 \�l� " _ 5 R1= 34,52 ((6" IN A', \ I� M 6262: 2 \ SS MH 9, TYPE I - -54" IE =257.45((8 "1NOUT) E =234.35 (8" IN CL ` (( ` CITY OF RENTON z z : EI =253.78 (1$ E) \� STA. 31 +25,00, 5.0' RT IE =234.25 8" OUT) _ g o EX 10' PUBLIC IE *253.90 (15 .5 RIM =243,18 SSMH 17, TYPE 1 -48" 3o� SEWER EASEMENT p g M •,, .45,(NEW 8 "...W) \ = IN) $2+42, 5 RT. SSMH 25, TYPE 1 -54" • NEW I'E6254 IE 237.41 6" STA. / ''• 4�`� O O E= 237.24 �8" OUT) RIM-277.45 STA. 90+17, 5' LT e� ° e ■ �wr ■ r. s ■� a r ■ e. w i+k • ■ er ■ �• • es Sy/ SANITARY LJ9f\ \'� ' L7�°PAIa1TML�fVT OP Pll IC WORlCI!! �0 O 4Z \ IE =268.75 8" IN) RIM-239,40 MATCFiJNE SM'AWVE LEFT �\ E =268.65 �8" OUT) IE =235.00 8" OUT) o \T✓V I f7 PORTION) 1 v v v IE =235.10 �6" N) K"01 w w w a SSMH /28, TYPE 1 1 -48" �= Of 26015 p ,� ` DAY! 6 •3000 tau RD. D a ri ° \ STA. 98+85, 5' LT S p /STfAS �t�` ya - - � RIM =248.9 O �Jy G DRAWN - . au < ! ! "'.. •......... \ IE =239.00'. (8� IN) Date OPAL E� ql�gfeD lGAtd 1 "x»+00° MIRD ��'nr I EXPIRES z E= 238.90 ((f> OUT AP40M air Et! ANI L L A 00� 9 F R 0 » 4 d • • F-- F-- F- F- V) z c W F: E a Q U V CJ c 0 Z o c rs Zc v o; Y co CL m O 3 rE--t W a c m = c o -I - il I a a!a I< 0 c) w r 1 + r zliz, O c) Iof g g,uI � pio N INKY z cowl o z zj=; Q <10 i Of 'z z''g w w'a l 5 im; I�!p li o iO:zI v iv �a C.> U U Li a of a law a : w { CL- SEC-17ION 21, TWP. 23 N., ROE. 5 E., W.M. 1 -EX GUY W!RE 1 \ ANCHORS 1 S 89'59'05" W 1014.64' F 240 2 A$H 1 1 EX POWER POLES �! \ BFF 230:2 Q _ _ - `\ �\ W /GUY WIRES '•! •O� \\ �I� STA 19 +78.9 :FF•2402 SSCO ��BFEZ3o.2 c 1 1 ' o� SEE SHEETS S8 -S11 RIM = 230.50 1 N i 2,,- \ 1� \\ PHASE 2 FOR SEWER PUMP CONSTRUCTION <. 1 E =2 ^8.2 \� + DETAILS l ` - TYPICAL 6 INCH CLG "NOUT 5' MAX FROM BUILDING INT'x er PSPL - - - -•- •-• -•� r- - 1 -TA. SPECIAL NOTE: ^• r PRIVATE GRINDER PUMP RE' 12ED 0• a .. 1 "5 a + 0 ON BASEMENT UNITS OF BUiLING 42 I r \ FF =242.2 `a, ••' EPSE � �' ( - - x' BFF =23ti2 - RI EjSGE 4Vi4_�PFr -' o c $ \•. GFF -21 �•' yi .fF- 223.0\ ` -. \ : `; t I.` ._• C` Y GFF F - F = 25. a CFF -246. 5 GF'F�244.81f 1 . _ .../ .\K • 2 11 :0 ..FF = 57.5 3 ' 0 a . I ; F. F = 25, 3.8 GFF -242. F8F. m 223�0 FF =253.@ HC 4 18 .-Ok IE =234.0 D 1b MIN:SEPERATIO 14 GFF -274 BETWEEN 5EWEP. AN z42 FF -2230 23� � ' WATER .GF A SSCO 237 :Q _ 20Q STn, ac 4FF -233 SCO � \ Q`�� YYY •, ' -.t i I �I I I' I I I i t RIM = 237.50 `• 1 -� ; q _ E= 235.4•- _ 3 4 • f ,r Rc 1 p 9 SSCO 4F. S -. P E 88 RIM = 242.0 = STRUC1Tt]N IE= 237.10 �• t- b ' -- 1 t '. 1 ��'''.':1 .- -Ir' "- _ -_ -- - 223 � n �-(� � :, o FF- 224:4v": 1`n r O �FF -:rj - j ..;- }. u % 4 i I 8F 24 --- ... �j' .t 1. SEjA'.ER at^ IN N^ -NERSECf10E= N _ i _ ......... SYA: q6' +09:1`._. _ .GFF -255.4 v -. _ r' -_ 5$ e - - •�.. , I` S(A.:13 ±40.5 13 _ 12 +9 3T-. FF =2E4.4 GFF -2 .4 GFF�249.4. .. L' R • .... ._ r _ _ _ FF -264. FF -258.4 - •. - \ \\ - -c. -_- - ..�``.. t IN x �::.: . ' ._r ,,_ _• -: -._ .. GFF- 242.0. - _ - _E - ••.+ - , ..6. �- F }.o 2 � ti irn A: 48FT7 5 \ EDGE OF SEATTLE CITY LIGHT EASEMENT :. '.` .• \ : : •' : : ��;. E� .8 , i - 1 - / FF +242.3- cr�cff` 33 -.Q- A GFF'.5. 10 RIM # 2 t : ! _ t. 1 1 - _ FF =232.0 (;FF -226 0 CFF2228:0 FF- 235.0 - _ FF- 262.7: `5 I' : IE =2 ♦ J - : -�"/ --FF- 237.4 "��FF- 235.0 _ 1I B 35 .8 C ' - -- r ~� ti I bTA. 2 +47 - ' -. - ... .. _ ..�.... ,, i. •. .__ . _, , ti INTE`?S 2 t �r � a`` -''. •• Ate'.....,, •: 255.2 -. \i. !. 3T At 56 +000 B P45.2 1 0.,... -� ��,... IM.: .2 -C +.� •K. _ _ I S �'. + ... " 0 l ti. �':� t "f` it `•;i!. I".-- - ., EX POWER POLE^\ S '•, t _ W GUY WIRES \• m t1 Y t '.- EDGE OF��EA'TTt1= ARYL - -_' LIGHT EASEgMEN TOP 20" x i �• ` �. cz Q, "c. PIPE/ s \P . TOP 20 to t' / / /49 4 -PTV Tdr PIPE y�� I � ,, � /...... .. •./ J i. I ' It / /� /� SSMH #15, TYPE 1 -48" SS MH #21, TYPE -48" STA. 8 +91.05, 7.8' LT. STA. 17 +65.21, 5.0' RT ALONG HARRINGTON DR. RIM = 228.04 EDGE OF SEATTLE CITY l > y / r RIM = 263.30 E= 219.04 8" IN) N LIGHT EASEMENT/ \/ j, / E= 254.60 8" IN IE= 218.94 �8" OUT) IE= 254.50 �8" OUT) SS MH #10, TYPE 1 -48" SS MH #22, TYPE 1 -48" ' STA. 25 +75.00, 5.0 RT SSMH #16, TYPE 1 -48" STA. 15+85.03, 4.56' RT RIM = 259.80 / ' - � � o STA. 64 +00, 5' RT. RIM = 241.76 r�� E= 252.08 �8° OUT) RIM = 268.10 IE= 232.80 8" IN) ! / IE= 257.55(8" IN) IE= 232.70 �8" OUT) IE= 257.45 (8" OUT) ,:� /� SS MHN23, TYPE 1 -48" / be /� SS MH #6, TYPE I -48'" SS MH #11, TYPE 1 -48" SSMH #17, TYPE 1 -48" STA. 15 +07.30, 5.0' RT ° EX UTILITY ��`�, \ / I / / STA. 37 +10.63, 5' RT STA. 39 +04.38, 5' RT STA. 62 +42, 5' RT. RIM = 247.19 :VdARNT S1UrtF I I y'/ RIM = 243.55 RIM = 244.84 RIM = 277.45 E= 233.29 8" IN) o IE- 232.94 8" IN SE) E= 232.28 8 IN E &W) IE= 232.84 �8" OUT W) IE= 268.75 8 IN) IE= 233.19 �8" OUT) I ✓ SS MH #3, TYPE I -48" IE= 232.18 (8" OUT N) IE= 268.65 �8" OUT) STA. 48 +35.81, 17.13' RT SSMH #24, TYPE 1 -48" SS MH #7, TYPE 1 -48" SS MH #12, TYPE 1 -54" RIM = 224.33 STA. 54 +74.13, 7.10' LT STA. 40 +91.24, 5' RT SSMH #18, TYPE 1 -54" STA. 88 +86.73 IE= 214.89 8" IN RIM = 245.66 RIM= 239.73 STA. 62 +35.50, 5' RT. RIM = 245.20 IE 214.79 �8" OUT) E= 235.28 8" IN) IE= 233.87 8" OUT NW) RIM = 278.01 E= 234.52 (6" IN ' j '✓" /� IE= 235.18 �8° OUT) IE= 234.07 �6. IN) IE= 272.00 L, IN) IE= 234.35 S8" IN) SS MH #4, TYPE 1 -48" IE= 271.90 �8" OUT) IE= 234.25 ,8" OUT) STA. 48 +82.00, 9.0' LT SS MH #8, TYPE 1 -48" SS MH #13, TYPE I -48" RIM = 224.94 SS MH #19, TYPE 1 -48" SSMH #25, TYPE 1 -54" ✓ r' 6 STA. 55 +76.14, 5.0 LT STA. 34 +60.00, 5' RT E= 216.75 8" IN) RIM = 244.61 RIM = 261.07 STA. 71 +15, 5.0' RT STA. 90 +17, 5' LT ✓ IE= 216.65 �8" OUT) RIM = 240.85 RIM = 239.40 E= 235.90 (8" IN E= 252.47 (8" IN) IE= 232..15 6" IN) E= 235.00 8" OUT) IE= 235.80 8" OUT IE= 252.37 8" OUT) SS MH #2, TYPE 1 -48" SS MH #5, TYPE 1 -48" IE= 232.05 �8" OUT E= 235.10 �6" IN) RIM = 216.4056, 10.09' RT ALONG0R087tD C 5.0' LT SS MH #9, TYPE I -54° SS MH #14, TYPE I -48° SS MH #20, 7'PE 1 -48" SSMH #26, TYPE 1 -48" RIM=21.67 8" IN RIM = 238.66 STA. 31 +25.00, 5.0' RT STA, 33 +85.00, 5' LT S1'A, 45 +72.11, 14,97' RT STA. 88 +85, 5' LT RIM = 243.18 RIM = 268.25 IE= 206.57 �8" OUT) E- 226.80 S8" OUT) IE= 237.41 6" IN E= 259,55 8" IN) RIM = 244.60 RIM =248.9 ) IE= 237.24 �8" OUT) IE= 259,45 �8" OUT) IE= 235.90 8" OUT) % 239.00 6" OU Orj IE= 226.90 8' IN) �6" IN) IE= 238.90 B" OUT) -tea 1"-40' n• ` e r �`'• 1' 'd2$16' "SEX UTILITY '%• 1 I / WARNING SIGN / :TOP 16" 1 / + ^ O.P.C. 1/ 271' 4' D.I. SEWER FORCEMAIN '5W y SPECIAL NOTE: PHASE ONE SEWER CONSTRUCTION SHALL INCLUDE THE INSTALLATION OF SEWER MANHOLE NO'S 2, 3, AND 4, ALONG WITH THE SANITARY SEWER PUMP STATION AND 4' D.I. FORCEMAIN. KEY MAP N.T.S. Approved Lovd*py- UFrSraw-vrt- By ate Ja DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES �►G ��Q0 2936 KENNEWICK PUCE N.E. RENTON, WA 98056 (425) 235 -0744 W (425) 235 -1394 FAX a FNl_:INFER• C1 U 18215 72ND AVENUE SOUTH yr4 g KENT, WA (425)251 2 -6222 CT7AG ENGtN��P (425)251 -8782 FAX CITY OF RENTON ' UEFIARTMEN -r OF= F =UgLIC WORKS SANITARY SEWER PLAN (NORTH PORTION) Ksnstn on Crest Condominiums DESIDNED MTS 110 26016 �O �2 - DATE 62000 FLE ND, �SS7pNA LT E ENx'\�� DRAWN oww._ CHECKED RJA SCALE 1'-40' _ qELD BOOK_ I•AO EXPIRES 2 5 02 APPROVED -- pigCC.Oq OC vUBLiC WdIXS 6�` F VV OF r ii W m i- IZ n v� w 0 Q c _ �3 Lu Z 0 �T.Z s O o 3 n L- W U� m rn C f c a P. C .Q C J d c c Y _ o d - 0� ' 0 00 2 yl I I i �IQ IQ Qi � x n ��I o �� t } _ i oio, In w z iz z 3 � � ui W Oi :nin YI z no a g A V) z LJ d l D 0 z 0 10 r n L I� SECTION 21, TWP. 23 N., ROE. 5 E., W.M. O�L�L I FiR' HIGH POINT ELEV - 271.33 HIGH POINT STA = 33+33.54 PM STA - 33 +50 PVI ELEV - 271.75 A.D. - -11.71 K - 4.27 50.00' VC n SSD= 81.75' N N + ,A N n n i N ++ of �S 'o (SNP 270 N. t LOW POINT ELEV = 238.68 PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. ►GHA P RENTON, WA 98056 (425) 235 -0744 PROPOSED GRADE ® C/L LOW POINT STA = 40+27.50 425 235-1394 FAX e 255 GRADE ® C/L P�!I. STA = 40 +15 18215 72ND AVENUE SOUTH 255 265 �- .. ' -' ........ [EXISTING o PVI ELEV = 23E.30 ...... ..................... .:.!..:................. ....;................ .. _......,...................... ........... i.. .. ............... 265 o :xb B:OD .: .. : ... :. N K 6.25 LOW POINT E MV 3 242.94 LO A = STA W 49 260: :.. � �\ \/ ' 60.00' VC _._. DINT 36+50 PVf : ELEV .:; 242.82. A.D. _: 11.16.. . .. . 60 SS CO 4 33 +27.62. 22.21 LT nllm� HSD - 6395 RIMi-271.6t IE =264 85 (6" ?Jlti NE) .. �Y . 96 250 . 9$... \ \` n .... 250 ..' N .. ! 255 - SS MH t4. -TYPE 1 -48" - � .�.�.,. : :. ::..:.: .. � ... M Y::... ...:... :.:. w. RIM= 268.25 IE= 259.55 �8" IN \- fV + n c'w i N TT" . Z N po NV p ED . 00... W : �1 250 .. ..............- .......- _....._........ ..._.........._.._. SS MH 13, :TYPE n W g . . . . 245 _ .. .... ... -.... .._... ....... N .::.. 45 N. RIM = :261.47 :......: i .. OGt .. .. .. .. . IE= 252.47 .8 . IN) ........:...... (E= 252.37 OUT) :::::: . ®; .. 9: n.....'. Z 240 _.: ......... s 240 d:::::.: 245: .. 235 - :' ® �: %:: 45 2 35 .. 187 'Lt o F'JO Gn J - . ... - - -- - - .:. ...: �. SS MHff12,. TYPE 1 =54 ..... .... .::: 230 240: ---- --- --- -:- ............. ........:...................... ........ ....... ....P R C.O.B. DETAIL B072 230 ...... ` ...... SS MH 11 TYPE I -48' STA; 39+04..8, :5 RT : RQA� STA. 40 +91.24, 5 : RT 3 .: ...... 40 a 2 r - - RIM =244 84 - - - - EIM233.87 8" OUT NW) �6 :::..:: ::..:.: ............:. :..... ..:...... ... ....... ..... ..... .....:... ...... _ IE; 232.94 " IN = SE) : j " 50' �88 :IE 234.07 IN): ..... .:.:...... ...... IE 232.84 ". OUT W) -.. SS MHN6 :TYPE .48 ". . ...... ....... N ] "= 50'::: N: N N SS MH 11, TYPE I -48 - - - - - ::::.: IE= 232:16:(8" OUT :NJ.:::. 39 +00 40 +00 41 +00 ........... .................. ......... .................. ...... ................. O�L�L I FiR' HIGH POINT ELEV - 271.33 HIGH POINT STA = 33+33.54 PM STA - 33 +50 PVI ELEV - 271.75 A.D. - -11.71 K - 4.27 50.00' VC n SSD= 81.75' N N + ,A N n n i N ++ of �S 'o (SNP 270 N. t ......... ............. PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. ►GHA P RENTON, WA 98056 (425) 235 -0744 70 425 235-1394 FAX e PROPOSED GPADE O C/L 18215 72ND AVENUE SOUTH 0 265 �- .. ' -' ........ ... ........ .... .... 'EXISTING GRADE 0 : C/L..... ...... ..................... .:.!..:................. ....;................ .. _......,...................... ........... i.. .. ............... 265 .. .: .. : ... /\ LOW POINT E MV 3 242.94 LO A = STA W 49 260: :.. � �\ \/ _._. . _._. DINT 36+50 PVf : ELEV .:; 242.82. A.D. _: 11.16.. . _:.: '. 60 SS CO 4 33 +27.62. 22.21 LT .. . RIMi-271.6t IE =264 85 (6" ?Jlti NE) .. �Y . 96 .: 50 DG': VC . 255. 9$... \ \` HSD =50 87' � ......... .. . ..' N .. ! 255 - SS MH t4. -TYPE 1 -48" - � .�.�.,. : :. ::..:.: .. � ... M Y::... ...:... :.:. w. RIM= 268.25 IE= 259.55 �8" IN \- fV + n c'w i N TT" . IE= 259.45 (8 .OUT ) ' . 00... W : 250 .. ..............- .......- _....._........ ..._.........._.._. SS MH 13, :TYPE _.__..� ... _....... n ............. . NO....:..: 250 ; pS 1 -48" ....... N. RIM = :261.47 :......: i .. OGt .. .. .. .. . IE= 252.47 .8 . IN) ........:...... (E= 252.37 OUT) :::::: . ®; .. 9: n.....'. .. ��...: (8': ::::::. "�o ... d:::::.: 245: .. _ .. ...: .. 45 .. .. J - ... - - -- - - .:. ...: �. ..... .... .::: 240: ---- --- --- -:- ............. ........:...................... ........ ....... ....:: ' .. _.......... ...... ` ...... .;: ...... ............. ......: .................. ..... .: ...... 40 a 2 r -- - ----- ------- - - -- -- -- - -.... ------- -- -- . ..............:............... 235. :..:: . ....::. ....... ................:.. ..:. ...... :::.... ::::::: :...... ......: :.......:. :..... .......:. :.......:. ... :..:. :..:. :..... , :::..:: ::..:.: ............:. :..... ..:...... ... ....... ..... ..... .....:... ...... _ .... ............ - - . ,-- :.'..:. .. . :..... 35 N ..... .:.:...... ...... ROAD. B -.. SS MHN6 :TYPE .48 ". . ...... ....... ] "= 50'::: .... RIM-243.55 IE =232.28. (8 ".IN iMW. 22 ...: , . SS MH 11, TYPE I -48 - - - - - ::::.: . „= 5::.::. IE= 232:16:(8" OUT :NJ.:::. + y RIM =744.84 ; - ---------- -- .....' .. ....... ............................... ........... .................. ......... .................. ...... ................. ......... "'IE-232.94 8" IN SE) `p ..... .. .:.. ...:::: IE =232.8 �8" W) m 4 OUT ?.n rl N . Op. - j f . n!� q. W . .So o , . . .Oa] rf O - N N ....... ........ . rn� N ...... - N 'in: .... . N N N 1 fY .N . N N N N N ...... II Ci ....... ........ 33 +00 ....... ..... ....... .. ....... ........ ... .... p 34 +00 35 +00 36 +00 37 +00 38 +00 KEY MAP N.T.a Approved B, " Date 8Q DEVELOPER: Q0 PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. ►GHA P RENTON, WA 98056 (425) 235 -0744 N 425 235-1394 FAX e ENGINEER, n Lt 18215 72ND AVENUE SOUTH 0 <r7A'G (425)251 -62222 ENOtT►t (425)251 -8782 FAX CITY OF RENTON �l LDEPAR -rMEN-r OF PUBL -IC WORKS SANITARY SEWER PROFILES ROADS A, R, AND D DWW DATE 9 /6 /ZCOV Me ND. DRAWN R CHECKED RJA BCALE 1 " =5' VER. qRp APPFIOVC-0 DIRECIoe Cv PUSLiC -RS 9HE T %A' of f- cn cn I a_ I- n N I� IN la ¢cal d \N F_ m m ::i i z;z' 010 ct� IOr: ) ziziz w gg� � F Oo In V) Y Z 00 w 00 Q Q = Iii � ��'Zi z Iz 5 w'w a- 7 m 00pl 00 Q U UICJ ") C4 � o !gyp- jr,„,2�� SECTION 21, TWP. 23 N., RGE. 5 E., W.M. PVI STA - 65 +50 - x I 290 ......... ......... W :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 � o 26a PVI:ELEV 237.50 - ------ - ...n ....a0 v --------- HIGH POINT ELEV = 268.70 HIGH -POINT STA 63 +45 LOW POINT ELEV _ 267.56 '64 ' E ....N . N N N a o� .. .. o N -: N PA STA =: 63 +F0 LOW POINT STA -_ +46.44 of - - . ao N -- N 2 ® _ ..:g . o N N _ N °I PVI ELEV = 268.85 PVI STA = 64+50 PVI ELEV 267.35 E (L 0 \:. ...... .. i 265 SMH 7 ! P I- 280 � STA. 62+35.50, 5 I A D. _ -2.50 .= &D 150 280 4 o - , ... 260 K = 20.00 50 00,. K 14.30 n VC ..... .q .... .. . . ....... ......... : 260 W 3 C.J 3 ...: . , . . . . . . . . . SSD 290:83 na: N 50 00' VC (NHS D 164 07 V) 0..a + 230 Lij Ip�dE�q.I RIM = 240.85 S M 5 TYPE, I- IF =232.T5: 6 ":IN) STA 5D+ LT IE= 23Z.05 (8" OUT) RIM =238.66 .. 28 +N 255 'O2W p�� 6/J VJ - . - .. .. 275 \ .. ... ... .. N..� GUARD RAIL M .... ..OLYMPIC TO p PIPE �C= ... . $ 275 Qc . N Mm:: N N Cl N v w ^ 70 +00 `1 >SMH5 TYPE 1 -48" Y 1 71 +00 CONTRACTOR TO INST. :SLAB CONCRETE OVER EXISTING OLYMPIC PIPE LINE WITH CONCRETE � N x z . ,a d � i ?A. 8 +91.05. 7.8 Ll.. 270 \ ..... CAP PER: SLAB pET41l. -420 270 N ON SHEET 20. 250 iIM= 263.30 E= 254.60 8" IN) �8" .f '` �` �- ^� p + ... n m N 265 1 - 265 ., - _- � _ - -- . ... ��: ::: �`-� `:... N . C 0 260 + 165 CF _.. - 1g" o P.ei.:.: 260 8 Z // PVC ® .00q ::� / CROSSING C C o °� ` d �: 100 LF 245 _:..: ....... d _ 8 , pyc � a ; 245 255 1. SSMH TYPE 1 48 ". _. 255 �Wyy F+ \ 240 STA .. 2 +42, 5 RT. _iiM=268.00 SSMH 1 :6 TYPE - : -... --- ----- --- _.. ...... - ..... ... \ �� ... . ; 240 64 +0 0, 5 IE =259 30: (8° :IN ) :: STA. RT. - 5 m Y E= 25920 $" OUT) RIM 26$.10 IE 257 55 (8 1N) SSMH 15 TYPE 1 _.... _ \ .._. . - -- ------ .. IE .257 45:8 OUT). . STA.: 8 +91.0.5; :7 8 LT._ c 250 __ _ .: ..... .. L :.. _ ... .. _ _. ALONG HARRINGTON PL. -S:E: 250 . -- - --- - - -- -- STDRM-VAULT RIM-26330 . .. .. E =25450 �8" OUT)..: ROAD G m, " c - o = - RO!ADH .. . CIE o T rc p _ . 1 "T50' N N NNNN.-�NN N N NN nn - -I -v, 61 +00 .NNN .N -N 62 +00 63,00 64 +00 65 +00 N I� IN la ¢cal d \N F_ m m ::i i z;z' 010 ct� IOr: ) ziziz w gg� � F Oo In V) Y Z 00 w 00 Q Q = Iii � ��'Zi z Iz 5 w'w a- 7 m 00pl 00 Q U UICJ ") C4 � o !gyp- jr,„,2�� SECTION 21, TWP. 23 N., RGE. 5 E., W.M. PVI STA - 65 +50 .... - x ......... w ......... ......... ......... :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 S5. MFI 5... : PE 1 -48.. PVI:ELEV 237.50 - ------ - ...n ....a0 - - - -- --------- --- ----- STA. 50 +87.38, 5.0 1 ....N . N N N �® ,:....( . �,,z N N- N o� .. .. o N -: N oo�i „�. - ... . - N - N of - - . ao N -- N Ec . ... N ..... N ..:g . o N N _ N ALONG. ROAD C RIM= 238.66 N , IE- 226.80:(8" OUT) 265. 1 \:. ...... .. i 265 SMH 7 ! P I- SSMH]�yy[18 TYPE =54 PER l .OA DETAIL. BO72 � STA. 62+35.50, 5 I 260 �\ _ RIM = 278.0+ E= 272.00 6" 1N) i �8" - ......... ... ... 260 260:- .. ..... .q .... .. . . ....... ......... : 260 _T ...: . , . . . . . . . . . . .,. . . . ' (NO . S.11H 1'.'l -46' '..:..:.:..:.:.......... PVI STA m 35 68 + + 230 RIM = 240.85 S M 5 TYPE, I- IF =232.T5: 6 ":IN) STA 5D+ LT IE= 23Z.05 (8" OUT) RIM =238.66 .. 28 255 1 ------------ FELINE -XIN0 . - . - A.D -r5.92 _. . 255 ..OLYMPIC TO p PIPE �C= 0# . .. . K - 8.45 N . N Mm:: N N Cl N p$ N. N. 50.00' VC 70 +00 `1 >SMH5 TYPE 1 -48" 71 +00 ..- ... :. NSD =83:38 .. . i ?A. 8 +91.05. 7.8 Ll.. ..... 1' -5' . 1LONG HARRINGTON PL. S.E.=- 250 iIM= 263.30 E= 254.60 8" IN) �8" '` �` �- ^� p + ... n m N E= 254.50 OUT) . ... ��: ::: �`-� `:... N . + (F << °� d 245 _:..: ....... d _ ; 245 240 - : -... --- ----- --- _.. ...... - ..... ... \ �� ... . ; 240 Y 235 _.... _ : _..... .._. . - -- ------ .. ............ 235 -- - --- - - -- -- STDRM-VAULT .. ... SEE SHEET :1$. = - RO!ADH FOR DETAILS .. 230 _ . 1 "T50' .... ....... ....... ......... ......... ......... :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 S5. MFI 5... : PE 1 -48.. PVI:ELEV 237.50 - ------ - ----- -- - - - -- --------- --- ----- STA. 50 +87.38, 5.0 1 ....N . N N N �® ,:....( . �,,z N N- N o� .. .. o N -: N oo�i „�. - ... . - N - N of - - . ao N -- N Ec . ... N ..... N ..:g . o N N _ N ALONG. ROAD C RIM= 238.66 N , IE- 226.80:(8" OUT) 265. 1 \:. ...... .. i 265 SMH 7 ! P I- SSMH]�yy[18 TYPE =54 PER l .OA DETAIL. BO72 � STA. 62+35.50, 5 I _ ) IE 226.90 (B" N 65 +00 66+00 67 +00 68 +OU Ek :GROUND AT PROFl6E..: - ....... PROPOSED GROUND 280 ............... :.:....Ar. PROFILE :.:... :..:.:..:. ........... .. 280 PVI:ELEV 237.50 . . iv 275 ............ ...... ....................... ............................... M275 ........................ N SO.DO' VC / /.... '. . :..... / e:J .. ...:.. ... 270: ..... _....._...., _D. .. ........:... .. 270 I ' .. 245 + 265. 1 \:. ...... .. i 265 SMH 7 ! P I- SSMH]�yy[18 TYPE =54 PER l .OA DETAIL. BO72 � STA. 62+35.50, 5 I STA. 62 +35.50, 5: RT. RIM - 27745 RIM = 278.0+ E= 272.00 6" 1N) i �8" IE= 268.75: 8" IN) IE =268:65! �8" OUT) E= 271.90 OUT) .... ' '" . ... 260:- .. ..... .q .... .. . . ....... ......... : 260 _T ...: . , . . . . . . . . . . .,. . . . ' (NO . S.11H 1'.'l -46' '..:..:.:..:.:.......... .... ... ...... ..:.:. .:.........:...:. :..:. :..:..... SSMH 18 TO SSMH 17 1 " =50' 1' =5' LOW POINT ELEV - 237.88 LOW POINT STA - 70+39.29 250 IM- STA •..70+50 .... . ........ 250 PVI:ELEV 237.50 . . iv A.D. a .7,00... : `..... n N SO.DO' VC / /.... '. .. N � 245 X w - HSDy71 ;37 . v, n C -4 . .. ; . :. .. . ' .. 245 + Fn ..� 240 �. 240 i .. .......... .. .... ' '" . ... ::...I:':::.: ..... 235 ` _T ...: . , . . . . . . . . . . .,. . . . ' (NO . S.11H 1'.'l -46' 230 ...... . ......... a C .. + 230 RIM = 240.85 S M 5 TYPE, I- IF =232.T5: 6 ":IN) STA 5D+ LT IE= 23Z.05 (8" OUT) RIM =238.66 .. . . IE= 226.90 (8" IN) o01 .: . . N . N Mm:: N N Cl N p$ N. N. ... 70 +00 71 +00 ROAD -J 1 " =50' 1' -5' �VJ*421 �"'o r,4 'dlk� 1011 KF' MAP KU A Approved By Date DEVELOPER: PAGEANTRY COMMUNITIES �►��'���'i 2936 KENNEWICK PUCE N.E. RENTON, WA 98056 (425) 235 -0744 (425) 235 -1394 FAX ., ENGINEER* o yY 18215 72ND AVENUE SOUTH 1s g KENT, WA (425)251 -62222 `r7hC ENa%Ik e (425)251 -8782 FAX CITY OF RENTON MoEPARTMENT OP PUE31_IC WORKS 4F SANITARY SEWER PROFILES ROADS G, H, AND J DA?E a707.[VUV IF" W. APPROVED DIRECTOR Of PV UC 'IiOP� K§'-- ft*ETCF 00• .3'- _.'9ao0.f` Q 7% ee �U m crs w J U q: o w U p�� m w VJ U G� O Q ° Y c�Q^ �J a Q) r 7 0 FM F� N O � O 3 U W d N , U m O� C tee! E � o d ¢ T 0m 0 =I <- II B 5 K O c Of 10 1c) Q m C) jz Ed E Of Of Z U%I�IY z 0100 0 z!z = 41Q,U Lf) V) z X W U�°-� � Rio N U U'UI d la iaa- o Wasp _.27- 2y ^eIv SECTION 21, IVP. 23 N., RC E. 5 E., W.M. M . .� N N O ,� So P4 .� � Nom. N N N M _ N .� N r P O N � V7 N r . .� . N N N 45 . .� h 4. OJ N .N N CIA .N O n .� . .Ii . . N N .N N N N ��pp � 47 1� .�. . N N .N N N .N r9 a N . N N N 17 M n N N N N III .'.�j N N e�1 N N N M N N N .� N N .. N. 8 . O? N_ N .� . N 1� C-4 N ^ . O N N N Q? N N~ . N . . : n , N N e . .C` : N .� N N .N „m. N.. 45 +00 46 +00 47 +00 48 +00 45 +00 JU +UU JI +UU Z)[+UU Dl)+UU Dy+UU �U+w i 1 R G I J KEY MAP N.T.S. I' I SANITARY SEWER PROFILES I ROADS F AND C DRAWN i2 o /D /zvuu PY�IVCi, 1 DSO HOR. Pull'. K.11 \ � S �Ih w Cd Approved - By Date DEVEIOEER, ROGER G�+A(�� PAGEANTRY EANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 (425? 235 -0744 (425} 235 -1394 FAX > ENGINEER: 0 18215 72ND AVENUE SOUTH P `r6 '• KENT, WA <r�NC (425)231-6222 EN(Iot (425)251 -8782 FAX CITY OR RENTON .QI GBPARTM @WT JF PUBLIC WORKS I' I SANITARY SEWER PROFILES I ROADS F AND C DRAWN i2 o /D /zvuu PY�IVCi, 1 DSO HOR. Pull'. K.11 \ � S �Ih w Cd F__ F_ CL cr) Ill J 0 z CC < a- cq ct 3: _3 �J_ w W _J cri < a: < t= _3 Z < <0) cf) 0 m o 0 C) 0- FBI o+ Aft A, "n I . F E -T- o c 0 un - II < < 0 0 0 Of 0 0 1 Iii z 0 (n M y Z 0 1. U 0 L' z Z'M 1 01 V) u) z z Z: Mlal 5c) IL w 0- ui rl) cli z 0 E E .ff 0 w",* ­27 -290a, EXISTING GRADE 255: AT SEWER ALINGMENT PROPOSED 8' 255 HIGH ROCKEPX ... .... . ..... aw SSD-:108.07 0 ­ .... ...... 240 ...... OSED GRADE aMENT o. RRCNPOSED: GRADE ....... .... ... .... .... 260 C4 260 ........ ...... T ­ .................... ........................... ......... ........ )T SIWER ALIGN" SEWER, ALIGNMENT ......... --- ... ........ ..... . .......... -.-\ . ...... ....... 255 .. ... .... tt:mQP.* typir, 'STA. * 115+47.56,- 10.09 -RT .... STIORM ULT SEE. FOR DETAILS -- -- --- ..... IE=206;67 �Br IN) i 255 ..... .. ... IE��206 7: (B. '.OUT)� .5 + u.) -- - ----- - ...................... ........... ........ ......... .................. ............................. ......... ........... ...... ........ .............. .......... ......... ......... ......... ........... q ...... .................... ......... .................. ................... .......... ......... ...... w ........ .......... .... .. .... .... ..... . ........ ......... . . ........ :j ....... '0 uj ...... LF:: 6 VC 77 04 ca 250 235 250 TYPE 1 -48!' 250 ...... ...... ........ ip g ..... . ER C _ j_l� QE ST L 11072 go '7' 5PNL LT RIM= 239.40 ..... ............ .50 .... .. ........ E=n2_-5.00 (8- OUT) ­-_,E435.10 ........ .......... C4 -FVI STA 18+70; ......... .... .. 2. (6" IN) ss: MH125 TYPE .I -4 -- ie .... .. ' 245 :5 :co + 245 STA. --T5+O-7m3O;--5.W--RT- z 240 .9 230 245 .......... 240 RIM_�247_. 1+:9 lt=233:29 - (8" -IM) . S M fil% TYE� - 1-48" ........ K: 0:4.17 STA.. 5 LT RIM=248.9 lE--238.90 8 : OUT) 130 LF P 0.50% ...... ....... .. 235 .......... ..... 50 ................... 235 ALLEY 2 ';59HJ�4. TYPE J-45 PT .. STk 88+86.73 RM=245 20 IE�2345 2 6 N !rl 110-48.74' 234 15 a� ...... RIM-241.76 '�O' 7: STA. 15 +07.30 0' RT ...... 240 RIM6�247.19 240 !E=237:1�0 IN IE=232.7Q (8 OUT; Y. 1!2 00 ct u C-i 11 Ncl 225 ... IE=2312S �8"+ IN E�_233:19 .............. ... ..... .. .. ... 2k + ....... ........ ...... 87+00 88+00 89+00 90+00 w",* ­27 -290a, EXISTING GRADE 255: AT SEWER ALINGMENT Approved 255 .............. ... .... . ..... aw SSD-:108.07 ....... ...... .............. ........ ­ .... ...... 240 ...... OSED GRADE aMENT o. RRCNPOSED: GRADE ....... .... ... .... .... ...... ....... ....... ...... . .... ......... C4 Iff CR ........ ...... :s : �-. ­ .................... ........................... ......... ........ )T SIWER ALIGN" SEWER, ALIGNMENT ......... --- ... ........ ..... . .......... -.-\ . ...... ....... .. .. .......... - --- --- ----------- - ............... .. ... .... tt:mQP.* typir, 'STA. * 115+47.56,- 10.09 -RT .... STIORM ULT SEE. FOR DETAILS -- -- --- ..... IE=206;67 �Br IN) i ... ..... .. ... IE��206 7: (B. '.OUT)� .5 ...... -- - ----- - ...................... ........... ........ ......... .................. ............................. ......... ........... ...... ........ .............. .......... ......... ......... ......... ........... q ...... .................... ......... .................. ................... .......... ......... ...... w ........ .......... .... .. .... .... ..... . ........ ......... . . ........ :j ....... 250 . ...... LF:: 6 VC 77 . ca 235 250 TTIT m 2 4 IN-ALLEY 2 ...... ...... ........ ip g ..... . ..... ............ .50 .... .. ........ .... .. b : ........ .......... C4 -FVI STA 18+70; ......... .... .. ss: MH125 TYPE .I -4 -- ie .... .. ' + N ELIEV �w 2 12.30 ....... ......... STA. --T5+O-7m3O;--5.W--RT- 230 245 .......... 2*5 RIM_�247_. 1+:9 lt=233:29 - (8" -IM) . ...... .. ... ........ K: 0:4.17 E�Z33:19 (B OUT): ...... ....... .. . .... w .......... ..... 50 ................... .. PT .. ...... .. .. 110-48.74' ...... RIM-241.76 '�O' STA. 15 +07.30 0' RT ...... 240 RIM6�247.19 240 !E=237:1�0 IN IE=232.7Q (8 OUT; Y. 1!2 225 ... IE=2312S �8"+ IN E�_233:19 .............. ... ..... .. .. ... 2k + ....... ........ ...... ............ iu....... .......... ...... 235 L P 235 . ......... ------ ................... ........................ ......... ......... ...... ..................... . ..... ......... ....... v w.......... ...... 220 ... ....... .... ...... SSMH#24w TYPE 1-48" STA. 88+�86.73 .... - ------ . ............... .............. - --- ------------ EY. ­ ....... ...... ....... I ........ ...... V........ ...... ...... 9 ......... .... ... .RIM=245.20 ....... ..... .. ......... ......... ---------------------------- ...... ­ ....... ...... 44 . . ... ... ...... :.w IE�234.35 (8: IN) ----------------------------------------- ..................................... ...... -50 . ......................... ............... ....................... ... .... 215 IE---wZ3k25 (8 OUT) .............................. .. ... ......... ........ RfM=228.04 5 1 SSMH 24 TO SSMH 23 ........... ------------- ........ ........ ... ]E-219.046(�`.U(N E-218.94 T.� ...... .................. ...... . .' : 1 0 8. 1417- + 1' =50' 1' =5' ........ ....... ......... .......... -- ----------­----- ........ Approved ... .. ......... ........ ............. --- --- .............. ... . . . . ..... ...... . .... Date 210 ­ .... ...... ... ...... ....... .... ... ......... Cs 14 A & .. ...... . .. ........ ... ... C3 :s : �-. ­ .................... ........................... ......... ........ 0 ENGINEER1 ......... --- ................. ............................... .. ........................ ............... ...... .............. ......... .................. ....... . .......... -.-\ . ................... .. .. .......... - --- --- ----------- - ............... .. ... .... tt:mQP.* typir, 'STA. * 115+47.56,- 10.09 -RT .... STIORM ULT SEE. FOR DETAILS -- -- --- ..... IE=206;67 �Br IN) i ... IE��206 7: (B. '.OUT)� .5 -- - ----- - ...................... ........... ........ ......... .................. ............................. ......... ........... ...... ........ .............. .......... ......... ......... ......... ........... q ...... .................... ......... .................. ................... .......... ......... ...... w ........ .......... .... .. .... .... ..... . ........ ......... . . ........ :j ....... ........... ....... 200 .............. ....... ............ 14+uu lb+UU I b+uu I /+Uu 18+00 19+00 Admik i LL I lows KEY MAP N.T.S. Approved By Date '.ON SHE -_T SIS 'q DEVELOPER: ROGER NIX Cs 14 A & PAGEANTRY COMMUNMES 2936 KENNEWICK PLACE N.E. C3 :s : �-. s: : : : . . I 0 ENGINEER1 0 --- ------ .. - ....... . .......... ......... 04 . ......... .C-i . ....... c" .... . .. ' ...... .... ... .... ... . . ........ .... ........ C-4 .. ...... 14+uu lb+UU I b+uu I /+Uu 18+00 19+00 Admik i LL I lows KEY MAP N.T.S. SANITARY SEWER PROFILES ROADS ALLEY, ALLEY 2, AND ALLEY 31 DATE 5/5/2000 1p" t4o. OF, ti 04 L IPI L14 Q m Approved By Date DEVELOPER: ROGER NIX Cs 14 A & PAGEANTRY COMMUNMES 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425) 235-0744 425) 235-1394 FAX ENGINEER1 0 1 215 72ND AVENUE SOUTH yiPG KENT, WA 98032 -live (425)251-6222 E M G ot (425)251-8782 FAX CITY OF RENTON F*ARTMEN'r OF PUBLIC WC>F*KS SANITARY SEWER PROFILES ROADS ALLEY, ALLEY 2, AND ALLEY 31 DATE 5/5/2000 1p" t4o. OF, ti 04 L IPI L14 Q m z E Q. (� c L O C 0 W U w C a Y z a O O 3 a W � r—I a m rn c c a E; a T II i V I �o to ¢i¢I¢I a I Q �o0ip w o Q \IN \ m)Ni(nl �I m I z z 0 0 vi yr l 00 r � l -i M 0 0 o.w z IZ I= > ¢�¢ U� W V) F_ K W LJ �0 Z o o ¢ W W W i I J SECTION 21, TWP. 23 N., RGE. 5 E., W.M. it 59 WETWELL VENT \ X .\ \. .. 3" GIP LADDER STEPS ` bIL�D DOORS � \\ SEE AS —BUILT 1a DIA.- 1-LUSH W, SENT FOR Li FT STATiO N t t -- \ OR5UAL i l SECTION 21, TWP. 23 N., RGE. 5 E., W.M. it 59 WETWELL VENT \ X .\ \. .. 3" GIP LADDER STEPS ` bIL�D DOORS � \\ SEE AS —BUILT 1a DIA.- 1-LUSH W, SENT FOR Li FT STATiO N PLAN VIEW t t -- \ OR5UAL i l \ 4 `tt SUMP WITH t*5 T_ _ HYDROMATIC LECTRICAL : \� PANEL \ a \ " TEE \-- - - - - -- \ \\ 4' OHECK MkV tt \ O - 4" MATE VALVES 9 < y EMERGENCY POWER GENERATOR FF =223.0 W /ENCLOSURE PLAN VIEW �o RO;iLL 169 FR 0: 7 GENERAL NOTES: 1.THE SANITARY SEWER PUMP STATION HAS BEEN DESIGNED PER DEPARTMENT OF ECOLOGY GUIDELINES. 2.THE CONTRACTOR SHALL PROVIDE CATALOG CUTS OF ALL MATERIALS AND EQUIPMENT AT THE PRECONSTRUCTION MEETING. 3. AN ELECTRICAL PERMIT FROM THE CITY OF RENTON AND A COPY SHALL BE KEPT ONSITE. 4. THE SANITARY SEWER PUMP STATION SHALL CONNECT TO A 24 HOUR AUTO DIALER (TELEMETRY) TO A COMPANY RESPONSIBLE FOR MAINTENANCE. THE OWNER SHALL SUPPLY THE CITY WITH A COPY OF THE MAINTENANCE CONTRACT PRIOR TO OCCUPANCY. KEY .MAP Approved By Data DEVELOPER: - - PAGEANTRY COMMUNITIES �sG n ~ 2936 KENNEWICK PUCE N.E. P RENTON, WA 98056 (425) 235 -0744 (425) 235 --1394 FAX ENG1NEERo O ' 18215 72ND AVENUE SOUTH yiVG g KENT, WA 2 (425)251-6222 tT�NC EN01Nt�� (425)251 -8782 FAX CITY OF RENTON -0/ CiEPARTMEPST OF PUELIC WC RK8 lih I SANITARY SEWER PUMP STATION PLAN AND PROFILE W. CH&*LD R A eCALR 1 " -3' I FMD BOOK_ APPROVED pN TM pr FUNOC roses —IT Sv C n , i6 A� 1 40 �i W I OR W /BILCO DOUBLE -- \ OR5UAL i \ T_ LECTRICAL : \� PANEL \ a \ " TEE \-- - - - - -- \\ O GFF =214.0 \\ \ 9 < y EMERGENCY POWER GENERATOR FF =223.0 W /ENCLOSURE �o RO;iLL 169 FR 0: 7 GENERAL NOTES: 1.THE SANITARY SEWER PUMP STATION HAS BEEN DESIGNED PER DEPARTMENT OF ECOLOGY GUIDELINES. 2.THE CONTRACTOR SHALL PROVIDE CATALOG CUTS OF ALL MATERIALS AND EQUIPMENT AT THE PRECONSTRUCTION MEETING. 3. AN ELECTRICAL PERMIT FROM THE CITY OF RENTON AND A COPY SHALL BE KEPT ONSITE. 4. THE SANITARY SEWER PUMP STATION SHALL CONNECT TO A 24 HOUR AUTO DIALER (TELEMETRY) TO A COMPANY RESPONSIBLE FOR MAINTENANCE. THE OWNER SHALL SUPPLY THE CITY WITH A COPY OF THE MAINTENANCE CONTRACT PRIOR TO OCCUPANCY. KEY .MAP Approved By Data DEVELOPER: - - PAGEANTRY COMMUNITIES �sG n ~ 2936 KENNEWICK PUCE N.E. P RENTON, WA 98056 (425) 235 -0744 (425) 235 --1394 FAX ENG1NEERo O ' 18215 72ND AVENUE SOUTH yiVG g KENT, WA 2 (425)251-6222 tT�NC EN01Nt�� (425)251 -8782 FAX CITY OF RENTON -0/ CiEPARTMEPST OF PUELIC WC RK8 lih I SANITARY SEWER PUMP STATION PLAN AND PROFILE W. CH&*LD R A eCALR 1 " -3' I FMD BOOK_ APPROVED pN TM pr FUNOC roses —IT Sv C n , i6 A� 1 40 �i W z.zl ApproM By Date STATION NOTES i- .,PUMP DEVELOPER: ROGER NIX _ 1.10 SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL, AS SHOWN ON THE PLANS AND DESCRIBED IN THESE SPECIFICATIONS, ONE DUPLEX SUBMERSIBLE SYSTEM INSIDE A 10 FOOT DIAMETER 0� U BY 181 FOOT DEEP CONCRETE WET WELL. THE CONTP.PCTOR SHALL ALSO FURNISH ALL VALUING, L PIPING, ACCESS HATCHES, LEVEL SENSORS, AND MOTOR CONTROLS NECESSARY TO PROVIDE (425) 235 -1394 FAX V THE OWNER WITH A FULLY OPERATIONAL SYSTEM. I 1.20 MANUFACTURER: THESE SPECIFICATIONS DESCRIBE PUMPING EQUIPMENT n MANUFACTURED BY HYDROMATIC PUMPS. THIS IS DONE TO INDICATE THE TYPE, FUNCTION, AND MINIMUM STAND!.7DS OF DESIGN, EFFICIENCY, AND QUALITY REQUIRED. THIS CL CO SHALL NOT BE CONSTRUED AS ELIMINATION OF OTHER MANUFACTURERS CAPABLE OF SHOWING ENGLN���g III THROUGH THE SUBMITTAL AND TOTAL COST EVALUATION PROCESS, EQUIPMENT OF Z O g� O COMPARABLE AND EQUAL QUALITY, PERFORMANCE AND `VALUE. Q= U nF= -F`AFi I"MENT UF= PUF3LIC WOF4KR z Z 'c 1.30 SUBMITTALS: Fes- iw © 0 c 1.32 PRELIMINARY SUBMITTALS: THE EQUIPMENT SELECTED WAS DEEMED TO BE THE BEST Q v SELECTION BASED ON DESIGN, EFFICIENCY, QUALITY, AND PF^FI'RMANCE. OTHER MANUFACTURERS OF EQUALLY ACCEP- :`:BLE EQUIPMENT SHALL SUBMIT TO THE ENGINEER 0 z < 15 DAYS PRIOR I _ O THE PUBLISHED P'O OPENING DATE A MINIMUM OF (f) ; (3) SETS OF PRELIMINARY SUPMITT:.L DATA, CONSIS ING OF THE FOLLOWING: U UjU w w d d c 1. MANUFACTURER'S STANDARD BROCHURE OF THE EQUIPMENT SUBMITTED. 0 D 2. MANUFACTURER'S STANDARD TECHNICAL DATA SHEET. 3. MANUFACTURER'S STANDARD DIMENSIONAL DRAWINGS. 4. MANUFACTURER'S STANDARD INSTALLATION INSTRUCTIONS. _ Y 5 MANUFACTURER'S STANDARD OPERATION AND MAINTENANCE MANUAL. _- 6. MANUFACTURER'S STANDARD PUBLISHED PERFORMANCE CURVE. 7. PERFORMANCE DATA AND PHYSICAL CHARACTERISTICS SHOWING ACTUAL w MINIMUM /DESIGN /MAXIMUM PUMP PERFORMANCE, HYDRAULIC EFFICIENCY, BREAK I� HORSE POWER, MOTOR EFFICIENCY, AND POWER FACTORS AT 1007, 75%, AND 507 ca OPERATIONAL LOADS. 8. EXCEPTIONS TAKEN SHEET, LISTING IN DETAIL, EACH EXCEPTION TAKE TO THE ENGINEER'S SPECIFICATIONS AND THE VALUE ADDED BY THAT EXCEPTION. 1.34 FINAL SUBMITTALS: UPON SUCCESSFUL AWARD OF THE CONTRACT, THE Cr.NTRA:CTOP, SHALL PROVIDE THE ENGINEER WITH THE FOLLOWING FINAL SUBMITTAL DATA FOR REVIEW AND APPROVAL. i. MANUFACTURER'S PUMP SIZE, TYPE, AND MODEL NUMBER 2. CERTIFIED DIMENSIONAL OUTLINE DRAWING FOR PUMPING UNITS, MOTORS, AND CONTROLLERS WITH SHIPPING WEIGHTS AND UNIT WEIGHTS. 3. CROSS SECTIONAL DRAWING WITH DETAILED PARTS LISTED FOR PUMPS, MOTORS, AND o m PUMP MANUFACTURER'S SUPPLIED EQUIPMENT 0 4. CONTROL SCHEMATIC, FIELD WIRING DIAGRAM, CATALOG DATA ON ALL COMPONENTS, - �T. v, PANEL ARRANGEMENT, AND DETAILS. ® 5. PUMP MANUFACTURER'S CUT SHEETS WITH DETAILS AND TECHNICAL DATA FOR MAJOR O E­ 3 PUMP AND MOTOR COMPONENTS. 6. MANUFACTURER'S STANDARD PUBLISHED WARRANTY CERTIFICATE ON SUPPLIED U EQUIPMENT. a 7. TOTAL COST EVALUATION. ~ HwNy F+� c 1.40 TOTAL COST EVALUATIONS: ALL PUMP AND MOTOR MANUFACTURERS OTHER THAN THE EQUIPMENT SPECIFIED SHALL SUBMIT TO THE ENGINEER A TOTAL COST EVALUATION OF THEIR PROPOSED EQUIPMENT BASED ON A PROJECT 10 YEAR LIFE CYCLE. THE EVALUATION _ SHALL INCLUDE OVERALL OPERATIONAL POWER COST BASED ON 8 HOURS PER DAY Ask, m OPERATION OF EACH PUMP UNIT, USING CURRENT DOLLARS AND PUBLIC UTILITY POWER o COSTS. IN ADDITION, THE MANUFACTURER WILL ESTIMATE THE OVERALL EQUIPMENT = c MAINTENANCE COST AT CURRENT DOLLARS. THE TOTAL COST EVALUATION SHALL ALSO q ®�� cc: INCLUDE A DESCRIPTION OF THE MANUFACTURER'S REPRESENTATIVES' FACILITY, LOCATION, 0 STOCKING LEVEL, AND SHOP OR FIELD SERVICE CAPABILITIES. d 1.50 TESTING (OPTION A): EACH PUMP SHALL BE GIVEN AN OPERATION TEST TO CHECK FOR EXCESSIVE VIBRATION AND LEAKS. ALL IRREGULARITIES WILL BE CORRECTED PRIOR TO - SHIPMENT FROM THE FACTORY. -_ 1.60 INSTALLATION: THE INSTALLATION OF THE PUMPING EQUIPMENT SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND MANUFACTURER'S INSTRUCTIONS. ALL EQUIPMENT a SHALL BE SUPPORTED AND SECURELY ANCHORED, MAKING SURE ALL CONNECTONS ARE - - G PLUMB AND TIGHT. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SYSTEM AND _ WET WELL PRIOR TO OPERATION OF THE PUMPING EQUIPMENT. 1.70 STARTUP AND FIELD TESTING: STARTUP AND OPERATIONAL FIELD TESTS SHALL BE CONDUCTED BY THE PUMP MANUFACTURER'S FACTORY TRAINED STARTUP _T REPRESENTATIVE. THE STARTUP AND OPERATIONAL TEST SHALL BE CONDUCTED IN THE w v - PRESENCE OF THE ENGINEER, OWNER OPERATOR PERSONNEL, CONTRACTOR, AND THE CITY OF RENTON PUBLIC WORKS INSPECTOR. FINAL SITE SPECIFIC LEVEL CONTROL ADJUSTMENTS j op ° SHALL BE MADE TO ENSUP.E PROPER FUNCTIONING OF THE SYSTEM. A FIELD TEST REPORT SHALL BE REQUIRED. 1 1.90 WARRANTY: THE PUMP MANUFACTURER SHALL WARRANT THE UNITS BEING SUPPLIED TO THE OWNER AGAINST DEFECTS IN WORKMANSHIP ANU MATERIALS FOR A PERIOD OF UP TO 5 YEARS OR 12,000 HOURS OF OPERATION UNDER THE STANDARD MUNICIPAL WARRANTY POLICY FOR NORMAL SERVICE, USE, AND OPERATION. THE WARRANTY SHALL BE IN PRINTED CERTIFICATE FORM AND APPLY ALL SIMILAR UNITS. 2.00 PUMPING SYSTEM: 2.10 OPERATING CONDITIONS EACH WASTEWATER PUMP SHALL BE CAPABLE OF DELIVERING A DESIGN FLOW CAPACITY OF 150 GPM G. RAW UNSCREENED SEWAGE AGAINST A TOTAL DYNAMIC HEAD OF 75 FEET, INCLUDING A SUCTION HEAD OF 2 FOOT, AND w STATIC DISCHARGE HEAD OF 57 FEET. THE PUMP SHALL BE OF BROAD BAND EFFICIENCY DESIGN ALLOWING THE MOTOR TO OPERATE THROUGHOUT THE ENTIRE CALCULATED SYSTEM CURVE RANGE WITHOUT UTILIZING THE MOTOR 1.0 SERVICE FAG OR. UTILITY POWER AT THE SITE m SHALL BE 3- PHASE, 60 HERTZ, 460 VOLT, AND 3 -WARE SERVICE. Q a a d HYDROMATIC MODEL NCLOG -4 -1800 r Im of ! '`s SIZE: S4P /S4PX 0 olp P� w F- ice' o \ \,� I�t(A cn. } 2.30 MOTOR ELECTRICAL DATA: z.zl ApproM By Date MOTOR HP 10 V) DEVELOPER: ROGER NIX RPM 1750 VOLT 460 Elf 0� U ENCLOSURE SUBMERSIBLE z iz W (425) 235 -1394 FAX . a ENGINEER 0 18215 72ND AVENUE SOUTH 1c) KENT, WA 2 `r7NG h (425)251 -6222 ENGLN���g V), O N 1' i Ow Z O < Q= U nF= -F`AFi I"MENT UF= PUF3LIC WOF4KR Z Fes- iw FFn Iwl�i 0 0 jm 0 0 0 z < U w d UjU w w d d r*i 1�1 N O SECTION 21, TWP. 23 N., ROE. 5 E., W.M. 3.00 PUMP CONSTRUCTION 3.10 IMPELLER: THE IMPELLER SHALL BE NON- -CLOG OF ONE-PIECE ASTM A48, CLASS 30B, CLOSE GRAIN CAST IRON, DOUBLE SHROUDED, FULLY ENCLOSED DESIGN. THE IMPELLER SHALL HAVE LARGE SMOOTH CONTOURS, WITHOUT ACUTE TURNS, FREE OF BLOWHOLES, AND IMPERFECTIONS. THE IMPELLER SHALL BE OF 2 VANE DESIGN WITH HIGH EFFICIENCY THROUGHOUT A BROAD -BAND OPERATING RANGE. SINGLE AND MULTI -VAN IMPELLERS SHALL BE CAPABLE OF FIELD TRIMMING AND BALANCING TO MEET ACTUAL SITE SPECIFIC CONDITIONS. THE IMPELLER HUB SHALL BE ACCURATELY SLIP FITTED AND KEY DRIVEN TO THE MOTOR SHAFT. THE IMPELLER SHALL BE SECURELY ATTACHED TO THE SHAFT BY MEANS OF A LOCKING WASHER AND IMPELLER SCREW OF AISI- 304 STAINLESS STEEL. THE IMPELLER SHALL BE CAPABLE OF PASSING A 3 -INCH SPHERE. COATING OF THE IMPELLER TO SHOW IMPROVED OR BETTER EFFICIENCY ON PUBLISHED OR TEST CURVES SHALL NOT BE ACCEPTABLE, BECAUSE MOST IMPELLER COATING CANNOT REMAIN INTACT BEYOND A RELATIVELY SHORT -TERM PUMPING LIFE. ALL PUMP PERFORMANCE DATA SUBMITTED SHALL BE BASED ON UNCOATED IMPELLERS. ANY ATTEMPTS TO ALTER THE PUMP PERFORMANCE BY COATING THE IMPELLER SHALL NOT BE ACCEPTABLE. 3.30 VOLUTE: THE PUMP VOLUTE CASTING SHALL BE OF HIGH STRENGTH ASTM A48, CLASS 30B, CLOSE GRAIN CAST IRON, SINGLE PIECE NON - CONCENTRIC DESIGN, WITH SMOOTH CONTOURED SURFACES AND FLUID PASSAGES CAPABLE OF PASSING ANY SOLID WHICH PASSES THROUGH THE IMPELLER. THE VOLUTE CASTING SHALL BE CAPABLE OF WITH STANDING THE NORMAL OPERATING PRESSURE SURGES AND HYDROSTATIC TEST PRESSURES OF A MINIMUM 1.5 TIMES THE FULL DIAMETER IMPELLER SHUTOFF HEAD. THE VOLUTE SHALL BE DESIGNED TO SUPPORT THE ENTIRE OPERATING WEIGHT OF THE MOTOR ROTATING ASSEMBLY G'.;CE LOWERED INTO PLACE AND CONNECTED TO THE DISCHARGE ELBOW ASSEMBLY. ALL NON -CLOG VOLUTES 6 INCHES AND LARGER SHALL BE PROVIDED WITH DOUBLE VOLUTE PASSAGES TO MINIMIZE RAGiAL SHAFT LOADINGS. 4.1G ENCLOSURES. THE MOTOR ENCLOSURE SHALL BE OF ASTM A48, CLASS ''? CLOSE GRAIN CAST IRON CONSTRUCTION WITH SMOOTH SURFACES DEVOID OF IRREGU' `'ITIES AND BLOW HOLES. ALL ADJOINING SECTIONS OF THE MOTOR ENCLOSURE SH! BE JOINED AND SEALED WITH ACCURATELY MACHINED RABBIT JOINTS WITH LONG OVERLAI AND FITTED WITH BUNA -N "O "- RINGS. THE COMBINED METAL TO METAL OVERLAP CONTACT AND "0" -RING SEAL COMPRESSION SHALL INSURE WATERTIGHT INTEGRITY TO 65 FEET OF SUBMERGENCE. EACH MOTOR SHALL BE UL (UNDERWRITER LABORATORY) APPROVED AS EXPLOSION -PROOF FOR OPERATION IN A CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION. 4.15 ELECTRICAL CABLES: THE MOTOR AND SENSOR CABLES SHALL BE 25 FEET LONG OF CONTINUOUS UNSPLICED CABLE. THE CABLES SHALL BE OF HEAVY DU (Y, SUBMERSIBLE, HARD SERVICE TYPE, AND SHALL HAVE MULTI - CONDUCTOR, STRANDED COPPER LEADS AND TYPE SOW NEOPRENE JACKETED PORTABLE CABLE RATED AT 60OV, TO 600C. 4.20 ^ABLE ENTRY: THE CABLE ENTRY WATER SEALING DESIGN SHALL INSURE A WAI- PTIGHT AND SUBMERSIBLE SEAL COMPRISED OF A BUNA -N GROMMET, AND EPDXY SEALED, BUTT CONNECTOR SPLICED LEADS KEEP WATER FROM ENTERING THE TOP OF THE MOTOR. THE COMPLETE CABLE ENTRY CAP ASSEMBLY SHALL BE SECURELY FASTENED TO THE MOTOR JUNCTION CHAMBER HOUSING. 4.25 JUNCTION CHAMBER: THE CABLE ENTRY JUNCTION CHAMBER SHALL PROVIDE FOR HARE NUT CONNECTION OF THE POWER CABLE TO THE MOTOR STATOR LEADS. THE AUXILIARY SIGNAL CABLE SHALL ALSO BE CONNECTED BY WIRE NUT TO THE MOTOR WINDING THERMAL AND MOTOR SEAL MOISTURE SENSOR LEADS. 4.30 MOTOR: THE MOTOR SHALL BE DRY, AIR FILLED, SQUIRREL CAGE INDUCTION SHELL TYPE, NEMA DESIGN B. THE STATOR WINDINGS SHALL BE TRIPLE DIPPED AND BAKED IN CLASS F VARNISH AND INSULATED MATH MOISTURE RESISTANT CLASS F INSULATION. THE STATOR SHALL BE HEAT - SHRINK FITTED INTO THE MOTOR HOUSING TO PROVIDE ACCURATE ALIGNMENT AND MAXIMUM HEAT TRANSFER WITH THE MOTOR HOUSING. UL APPROVED AS EXPLOSION -PROOF FOR OPERATION IN A CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION. THE MOTOR SHALL BE RATED FOR CONTINUOUS DUTY SERVICE (SUBMERGED) AND CAPABLE OF SUSTAINING 10 STARTS PER HOUR WITH A MINIMUM OF 1.10 SERVICE FACTOR. AT DESIGN POINT THE MOTOR WINDING TEMPERATURE SHALL NOT EXCEED 1050C. THE MOTOR SHALL BE NON- OVERLOAD!NG ACROSS THE ENTIRE ANTICIPATED OPERATING RANGE OF THE SYSTEM CURVE WITHOUT USE OF THE SERVICE FACTOR. THE PUMP AND MOTOR SHALL BE OF ADEQUATE DESIGN TO PROVIDE PROPER HEAT TRANSFER AND COOLING REQUIRED BY THE MOTOR AT MAXIMUM RATED POWER. 4.40 MOTOR SENSORS: THE MOTOR STATOR TEMPERATURE SHALL BE CONTINUOUSLY MONITORED BY (3) LOW RESISTANT, BI-METALLIC, (N.C.) NORMALLY CLOSED THERMAL SWITCHES EMBEDDED IN THE STATOR 'WINDINGS. THESE THERMAL SWITCHES SHALL BE USED AS ADDITIONAL SUPPLEMENTAL MOTOR PROTECTION AND SHALL BE WIRED IN SERIES WITH EXTERNAL THIRD LEG OVERLOAD PROTECTION PROVIDED BY THE MOTOR STARTER IN THE CONTROL PANEL. THE MOTOR SHALL ALSO BE PROVIDED WITH A TANDEM PROBE SENSING SYSTEM. THE TWO MOISTURE SENSING PROBES SHALL BE MOUNTED IN THE OIL FILLED SEAL CHAMBER AND MALL DETECT THE PRESENCE OF CONDUCTIVE LIQUID, WHICH PASSES THE PRIMARY LOWER SEAL. UPON DETECTION THE SENSORS SHALL ACTUATE A PANEL MOUNTED RELAY, WHICH WILL PROVIDE THE OPERATOR WITH A VISUAL INDICATION OF IMPENDING SEAL FAILURE. 4.50 SHAFT: THE PUMP AND MOTOR SHAFT SHALL BE OF ONE PIECE, EXTRA HEAVY, HIGH STRENGTH DESIGN, AISI -416 HIGH CHROME STAINLESS STEEL SHAFTING WITH HIGH TENSILE AND MECHANICAL PROPERTIES. THE SHAFT SHALL BE OF SUCH DESIGN TO PROVIDE FOR MINIMUM OVERHANG TO REDUCE SHAFT DEFLECTION AND PROLONG BEARING LIFE. 4.60 BEARINGS: THE PUMP AND MOTOR SHAFT SHALL ROTATE ON TWO PERMANENTLY LUBRICATED BALL BEARINGS. THE UPPER BEARING SHALL BE OF SINGLE ROW, DEEP GROOVED BALL BEARING TYPE. THE LOWER BEARING SHALL BE OF SINGLE ROW, DEEP GROOVED BALL BEARING TYPE LOCKED IN PLACE TO WITHSTAND HIGH RADIAL LOADING. THE BEARINGS SHALL BE RATED AT A MINIMUM B -10 BEARING LIFE OF 17,500 HOURS AT DESIGN LOADS. UPPER AND LOWER BALL BEARINGS SHALL BE PERMANENTLY LUBRICATED WITH HIGH TEMPERATURE GREASE. 4.70 MECHANICAL SEALS: EACH PUMP SHALL BE PROVIDED WITH A TANDEM MECHANICAL SHAFT SEALING SYSTEM, OPERATING INDEPENDENTLY. THE UPPER MECHANICAL SEAL (SECONDARY) SHALL HAVE A CERAMIC STATIONARY SEAL SEAT RUNNING AGAINST A POSITIVELY DRIVEN ROTATING CARBON RING, WHICH FUNCTIONS AS AN INDEPENDENT SECONDARY BARRIER BETWEEN THE PUMPED FLUID AND THE MOTOR STATOR HOUSING. SEAL TENSION IS PRESET BY MEANS OF A SNAP RING. THE UPPER MECHANICAL SEAL SHALL RUN COMPLETELY IN AN OIL BATH SEAL RESERVOIR. THE LOWER MECHANICAL SEAL ( PRIMARY) SHALL HAVE A CERAMIC STATIONARY SEAL SEAT RUNNING AGAINST A POSITIVELY DRIVEN ROTATING CARBON RING, WHICH FUNCTIONS AS AN INDEPENDENT PRIMARY BARRIER BETWEEN THE PUMP FLUID AND THE MOTOR STATOR HOUSING. SEAL TENSION IS PRESET BY MEANS OF A SNAP RING. MECHANICAL SEAL OF CONVENTIONAL DOUBLE OPPOSED SPRING ACTION BETWEEN THE UPPER AND LOWER SEALS, REQUIRING PRESSURE DIFFERENTIALS TO OFF -SET EXTERNAL PRESSURES SHALL NOT BE CONSIDERED ACCEPTABLE. 4.90 EXPOSED SURFACES: ALL EXTERIOR SURFACES COMING IN CONTACT WITH WASTEWATER OTHER THAN BRASS OR STAINLESS STEEL SHALL BE PROTECTED BY A SUITABLE COATING. ALL EXPOSED EXTERNAL METAL SURFACES SHALL FIRST BE CLEANED BY HIGH PRESSURE WATER OR STEAM. GREASE AND OIL SHALL BE REMOVED BY A SUITABLE SOLVENT CLEANER. IMMEDIATELY FOLLOWING SURFACE PREPARATION, THE CLEAN METAL SURFACE SHALL BE GIVEN A STANDARD SURFACE FINISH COAT OF AIR -DRIED ALKYD RESIN TYPE ENAMEL CONTAINING ZINC CHROMATE RUST INHIBITIVE PIGMENT. THE COMPLETED COATING SHALL HAVE GOOD ADHESION AND A HIGH DEGREE OF RESISTANCE TO MOISTURE, AKALIS, AND OILS. 5.00 ACCESSORIES 5.10 PIPING: THE DISCHARGE PIPING SHALL BE CLASS 150 CAST IRON PIPE WITH ASA B 16.1, 125LO FLANGED FITTINGS. FLANGE CONNECTIONS SHALL BE MADE USING 1/8" RED RUBBER RING GASKETS, HEAVY DUTY CORROSION RESISTANT HEX -HEAD CAP SCREWS AND NUTS. EACH PUMP DISCHARGE SHALL INCORPORATE A CHECK VALVE AND SHUT -OFF VALVE (AS DESCRIBED BELOW) AND BE PIPED TO A COMMON DISCHARGE LINE AS IT LEAVES THE STATION. 5.12 SWING CHECK VALVE (STANDARD) THE PUMP DISCHARGE CHECK VALVE SHALL BE A LEVER AND SPRING TYPE, WITH RUBBER SEATED SWING CHECK DISC. THE VALVE SHALL PERMIT FLOW IN ONE DIRECTION ONLY AND CLOSE TIGHTLY WHEN DISCHARGE PRESSURE EXCEEDS INLET PRESSURE. THE VALVE BODY AND SELF - ALIGNING DISC SHALL BE OF ASTM A126 -8 CAST IRON. THE SHAFT SHALL BE OF 18 -8 STAINLESS STEEL. 5.16 ECCENTRIC ECCENTRIC PLUG VALVE. (STANDARD) THE PUMP DISCHARGE PLUG VALVE SHALL BE OF ASTM A126 -B CAST IRON BODY. THE FULL OPENING CAST IRON ECCENTRIC PLUG SHALL BE COATED WITH VULCANIZED BUNA -N RUBBER, AND SHALL HAVE 125LB ANSI FLANGED CONNECTIONS. 5.30 USING DEVICE EACH PUMPING UNIT SHALL BE PROVIDED MATH A LIFTING CHAIN OF STAINLESS STEEL CONSTRUCTION, AND OF ADEQUATE STRENGTH TO SUPPORT THE LIVE LOAD WEIGHT OF THE ENTIRE PUMP, MOTOR ASSEMBLY AND DISCHARGE PIPING. 5.40 ACCESS HATCHES: THE PUMP SYSTEM ACCESS HATCH AND FRAME SHALL BE OF DOUBLE DOOR DESIGN, AND FABRICATED OF STEEL MATERIAL THE ACCESS HATCH SHALL BE RATED AT 300 P.S.F. LIVE LOAD / H -20 WHEEL LOAD. THE ACCESS HATCH SHALL BE HINGED AND PROVIDED WITH A HASP AND STAPLE LOCKING DEVICE AS STANDARD, AND WITH A NON -SKID SURFACE IN THE CLOSED POSITION. ACCESSORIES PROVIDED WITH THE HATCH MALL BE, UPPER GUIDE RAIL SUPPORT BRACKET, LEVEL SENSOR, POWER CABLE HOLDER BRACKET, LIFTING CABLE HOOKS, AND A LOCKING BAR TO SECURE THE HATCH IN THE OPEN POSITION. 6.00 CONTROLLER: 6.10 CONTROL PANEL-• THE ELECTRICAL CONTROLS SHALL BE MOUNTED INSIDE A NEMA 3R ENCLOSURE FABRICATED OF STEEL, AND OF DEAD FRONT DESIGN. ENCLOSURE (DOOR /DOORS) SHALL BE HINGED AND EQUIPPED WITH CLOSURE LATCHING HARDWARE AND THROUGH THE DOOR DISCONNECTS_ THE ENCLOSURE SHALL BEAR A UL LABEL OF AN ENCLOSURE MANUFACTURER. THE ENCLOSURE SHALL BE PROVIDED WITH A REMOVABLE BACK PANEL FOR MOUNTING OF THE CONTROL COMPONENTS. FOR THE SAFETY OF THE OPERATOR, "SCREW - COVER' REMOVABLE PANEL DOORS WALL NOT BE CONSIDERED AS AN ACCEPTABLE EQUAL TO A HINGED COVER. ALL COMPONENTS SHALL BE SECURELY MOUNTED IN THE ENCLOSURE, COMPONENTS SHALL BE LABELED AND WIRES NUMBERED TO INDICATE FUNCTIONS AND PROVIDE A MEANS OF TROUBLE - SHOOTING. ALL COMPONENTS WILL BEAR A UL LABEL ALL WIRING, WORKMANSHIP, AND SCHEMATICS WILL COMPLY WITH STANDARDS SET FORTH BY THE NATIONAL ELECTRICAL CODE (NEC) AND UNDERWRITERS LABORATORY (UL). THE CONTROLLER SHALL BEAR AN UNDERWRITERS LABORATORY (UL) LABEL FOR "ENCLOSED INDUSTRIAL CONTROL PANEL" BEFORE BEING SHIPPED FROM THE MANUFACTURER TO INSURE A STANDARD OF QUALITY AND THE PROTECTION OF THE OPERATOR. 6.20 MIRING /CONDUIT: ALL PILOT DUTY VOLT CONTROL CIRCUIT HARING INSIDE THE CONTROL PANEL, SHALL BE A MINIMUM OF MTH, 600 VOLT RATED, 18 GAUGE WITH 900C TEMPERATURE RATING, IN ACCORDANCE WITH UL STANDARDS. ALL CONTROL OR PILOT DUTY WIRING ENTERING OR EXITING SHALL TERMINATE ON A TERMINAL BLOCK MOUNTED ON THE BACK PANEL, EXCEPT FOR MAIN SERVICE DISCONNECTS AND MOTOR POWER CABLE, WHICH SHALL BE WIRED CONTINUOUSLY BETWEEN THE MOTOR AND THE STARTER OVERLOAD RELAY. ALL CONDUIT CONNECTIONS ARE TO BE UL LISTED AND INSTALLED IN ACCORDANCE WITH NEC STANDARDS- ALL CURRENT CARRYING WIRE AND CONDUIT SHALL BE PROPERLY SIZED IN ACCORDANCE WITH NEC STANDARDS. 6.25 POWER ISOLATION: POWER WIRING AND SENSOR 1 CONTROL WIRING SHALL BE ISOLATED IN SEPARATE CONDUITS BETWEEN THE MOTOR AND CONTROLLER TO AVOID ELECTRICAL FIELD INTERFERENCE CAUSING NUISANCE AND FALSE SENSING. 6.30 MOTOR PROTECTION: EACH PUMP MOTOR SHALL BE PROTECTED BY A PROPERLY SIZED COM INATI N IRCWT BREAKER AND MOTOR STARTER. THE CIRCUIT BREAKERS WILL BE MOLDED CASE, OR AIR BRAKE TYPE, SIZED IN ACCORDANCE WITH NEC FOR PROPERTY AMPERAGE AND SEALED BY THE MANUFACTURER AFTER CALIBRATION TO PREVENT TAMPERING. ALL CIRCUIT BREAKERS SHALL BEAR UL LISTINGS. THE MAGNETIC MOTOR STARTER IS TO BE OF OPEN, ACROSS- THE -LINE TYPE, BEARING A UL LABEL FOR MOTOR CONTROL DEVICES AND PROPERLY SIZED BY MOTOR HORSEPOWER. ALL MOTOR STARTERS SHALL BE EQUIPPED WITH UNDER - VOLTAGE RELEASE AND AMBIENT COMPENSATED OVERLOAD PROTECTION. AN OVERLOAD RESET BUTTON SHALL BE MOUNTED THROUGH THE DOOR TO PERMIT RESETTING OF THE STARTER OVERLOAD WITHOUT OPENING THE PANEL DOOR. 6.40 SELECTORS: THE CONTROLLER SHALL BE PROVIDED WITH TOGGLE TYPE H.O.A. SELECTOR SWATCHES, HORSEPOWER RATED AND UL LISTED. INDICATING LIGHTS SHALL BE NAME I TYPE AND SHALL BE UL LISTED. ALL SELECTOR SWITCHES, PUSH BUTTONS AND INDICATING LIGHTS SHALL BE MOUNTED THROUGH THE DOOR TO PERMIT OPERATION WITHOUT OPENING THE PANEL DOOR. (OPTIONAL) 6.45 ELAPSED TIME METERS: EACH PUMP MOTOR SHALL BE PROVIDED WITH A N MA I +fFlOUGH- HE- OOR MOUNTED RUNNING TIME METER OF FLUSH MOUNTING DESIGN. THE DIAL SHALL BE NON - RESETABLE AND REGISTER IN HOURS AND TENTHS OF HOURS UP TO 99999.9 HOURS. THE TIME METER SHALL BE UL LISTED. 6.50 CONTROL RELAYS: THE CONTROLLER SHALL BE PROVIDED WITH ALL NECESSARY CONTROL RELAYS TO OPERATE AND SEQUENCE AS DESCRIBED IN PARAGRAPH 6.60. ALL RELAYS SHALL BE UL LISTED AND WITH HORSEPOWER RATED CONTACTS. ALL STANDARD PILOT DUTY RELAYS SHALL BE OF THE 8 -PIN OR 11 -PIN PLUG IN GENERAL PURPOSE TYPE WITH S.P.D.T., D.P.D.T., OR T.P.D.T. CONTACTS. A SOLID STATE PLUG -IN ALTERNATING RELAY SHALL BE PROVIDED TO AUTOMATICALLY SEQUENCE THE STARTING OF THE PUMPS ON EACH OPERATING CYCLE, ASSURING EQUAL OPERATION ON EACH PUMP. (OPTIONAL) A PHASE MONITOR RELA -1 SHALL BE PROVIDED TO PROTECT THE THREE PHASE MOTOR IN THE EVENT THAT ONE -LEG OF THE THREE PHASE POWER IS LOST OR VOLTAGE IS REDUCED BELOW A PREDETERMINED LEVEL, OR IF THE INCOMING POWER BECOMES OUT OF PHASE. THE MOTORS SHALL BE "LOCKED OUT' UNTIL THE CONDITION IS CORRECTED. INTRINSICALLY SAFE RELAYS (ISR) OF LOW CURRENT SOLID STATE DESIGN SHALL BE PROVIDED. THESE SOLID STATE RELAYS SHALL BE UL LISTED AND SHALL REDUCE THE CURRENT TO THE LEVEL SENSORS SO IT IS INCAPABLE OF RELEASING SUFFICIENT ENERGY TO IGNITE EXPLOSIVE GASES IN A CLASS I, DIVISION 1, GROUP C AND D EXPLOSIVE ENVIRONMENT AS DEFINED BY THE NATIONAL ELECTRIC CODE (NEC). 6.55 MOISTURE SENSING: A MOISTURE SENSI'!3 RELAY SHALL BE PROVIDED FOR EACH SUBMERSIBLE PUMP MOTOR. THE RELAY SHALL BE ELECTRICALLY FIELD CONNECTED TO THE TANDEM MOISTURE PROBES MOUNTED IN THE PUMP'S OIL FILLED SEAL CHAMBER. WHEN THE MOTOR PROBE SENSES THE PRESENCE OF WATER IN THE OIL FILLED SEAL CHAMBER, A RELAY COIL WILL ACTIVATE AN INDICATING LIGHT ON THE PANEL DOOR AND ENUNCIATE AN ALARM SIGNAL. F:R 0;30 6.60 SEQUENCING: (DUPLEX) ON RISE OF LIQUID IN THE WET WELL THE 'ON' LEVEL SENSOR SHALL ACTIVATE THE CONTROL HOLDING RELAY, SEQUENCE THE ALTERNATOR AND START THE LEAD PUMP. THE PUMP SHALL CONTINUE TO OPERATE UNTIL THE LIQUID LEVEL DROPS BELOW THE PRESET "OFF" LEVEL SENSOR, WHICH WILL IN TURN DEACTIVATE THE HOLDING RELAY AND STOP THE LEAD PUMP. SHOULD THE LEVEL IN THE WET WELL CONTINUE TO RISE, DUE TO GREATER THAN ANTICIPATED INFLOW OR A FAILURE IN THE LEAD PUMP, THE OVERRIDE SENSOR IN THE WET WELL SHALL ACTIVATE THE LAG PUMP. THE LAG PUMP OR BOTH PUMPS WILL CONTINUE TO OPERATE UNTIL THE LEVEL DROPS BELOW THE "OFF" LEVEL SENSOR. 6.70 ALARMS: AN ADDITIONAL LEVEL SENSOR SHALL BE PROVIDED TO INDICATE HIGH WET WELL LEVEL CONDITIONS. THE SENSOR SHALL ACTIVATE A BUILDING MOUNTED RED ALARM LIGHT. IN ADDITION, THE HIGH WATER ALARM SENSOR SHALL BE MONITORED BY AFFORDABLE MONITORING CO. OR EQUAL. AN AUDIBLE ALARM IS REQUIRED. RY TELEMETRY CONTACTS: DRY TELEMETRY CONTACTS SHALL BE PROVIDED INSIDE TH CONTROL PANEL 70 -INTERFACE WITH THE LOCAL VOLT ALARM. 7.00 EQUIPMENT MANUFACTURER: 7.10: THESE SPECIFICATIONS AND ACCOMPANYING PLANS INDICATE SPECIFIC EQUIPMENT AND MATERIALS, MMICH ARE DEEMED MOST SUITABLE FOR THE SERVICE ANTICIPATED. THE PUMPING EQUIPMENT SHALL BE THE PRODUCT OF A MANUFACTURER WITH A MINIMUM OF 80 YEARS EXPERIENCE IN THE DESIGN AND MANUFACTURING OF PUMPS. THIS IS NOT DONE HOWEVER, TO ELIMINATE OTHERS OF EQUAL QUALITY AND EXPERIENCE. THE CONTRACTOR SHALL PREPARE HIS BID ON THE BASIS OF THE PARTICULAR EQUIPMENT AND MATERIAL SPECIFIED FOR THE PURPOSE OF DETERMINING THE LOW BID. AFTER THE EXECUTION OF THE CONTRACT, SHOULD THE CONTRACTOR DESIRE TO SUBSTITUTE "APPROVED" EQUIPMENT OF MAKES OTHER THAN THOSE NAMED IN THE CONTRACT, SUCH SUBSTITUTIONS WILL BE CONSIDERED FOR ONE REASON ONLY: THE EQUIPMENT PROPOSED FOR SUCH SUBSTITUTION IS EQUAL OR SUPERIOR IN CONSTRUCTION AND PERFORMANCE TO THAT NAMED IN THE CONTRACT, AND HIGHER QUALITY HAS BEEN DEMON'Z-RATED BY AT LEAST 10 YEARS OF SERVICE IN SIMILAR INSTALLATIONS. IN THE EVENT THE CONTRACTOR OBTAINS THE ENGINEER'S APPROVAL ON EQUIPMENT OTHER THAN THAT WHICH WAS ORIGINALLY LAID OUT, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, MAKE ANY CHANGES IN THE STRUCTURE, BUILDING, VALVNG, OR PIPING NECESSARY TO ACCOMMODATE THE SUBSTITUTE EQUIPMENT. IT WILL BE ASSUMED THAT THE COST TO THE CONTRACTOR OF THE EQUIPMENT PROPOSED FOR SUBSTITUTION IS LESS THAN THAT OF THE EQUIPMENT NAMED IN THE SPECIFICATIONS, AND IF THE SUBSTITUTION IS APPROVED, THE CONTRACT PRICE SHALL BE REDUCED BY AN AMOUNT EQUAL TO THE SAVINGS. SEE AS -BUILT FOR LIFE STATION SEWER PUMP STATION NOTES Ke incton Croat Condominiums MTS oATe 1612000 FILE NO, DRAWN DWW CHECKED RJA SCALE! 10415 FIELD BOOS_ APPROVED OIPECi q Of DU UC KS &MT -_ _ oF. V V E v i PIP_ I 11 s �s ApproM By Date DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. �GHA&�� RENTON, WA 98056 (425) 235 -0744 •A (425) 235 -1394 FAX . a ENGINEER 0 18215 72ND AVENUE SOUTH d+G KENT, WA 2 `r7NG (425)251 -6222 ENGLN���g (425)251 -8782 FAX CITY OF RENTON .p nF= -F`AFi I"MENT UF= PUF3LIC WOF4KR SEWER PUMP STATION NOTES Ke incton Croat Condominiums MTS oATe 1612000 FILE NO, DRAWN DWW CHECKED RJA SCALE! 10415 FIELD BOOS_ APPROVED OIPECi q Of DU UC KS &MT -_ _ oF. V V E v i PIP_ I 11 s �s SECTION 21, TWP. 23 N., NGE. 5 E., W.M. ELEVATIONS STATION G.P.M. T.D.H. H. P. R.P.M. PHASE VUL i �:) A B C D E F G 150 75 10 1750 3 460 197.0 199.25 207.50 208.50 1208.25 1210.50 1 206.50 I 23 -5/16 - jam-- 23 -5/16 1 -15/32 I - � { �-- 1 -15/32 4 15/32 RAD., 8 SLOTS CONTROL PANEL CONDUIT SEAL COUPLING AND BUSHING STUD LOCATIONS FOR PUMP MOUNTING PLAILLS 10' DIAMETER 116 3 DROP HANDLE x 4 CAVITY 'D FOR )E RAILS VV r— I VVtLL J It— U I IUIV U y N.T.S. NOTE: FLOAT ELEVATIONS SHOWN ARE' FOR FULL ACCUPANCY OF SITE. FLOATS SHOULD BE ADJUSTED LOWER DURING EARLY PHASES OF OCCUPANCY TO PREVENT EFFLUENT IN WET WELL FROM I BECOMING SEPTIC AND CAUSING ODORS. SEE AS -BUILT FOR LIFT STATION ES FURNISHED VIDE RAILS WITH ­IS EXCEEDING 15' -0" v X v L _ y II v 0 00 0 0 0 N 0 yr -off Approved By Date ;V L LLJ 0 m I I i 11 FLEXIBLE COUPLING ) -1/2 k��-1 5/1 GUI — YVRE( 1 /2 DROP HANDLE x 4 CAVITY 'D FOR )E RAILS VV r— I VVtLL J It— U I IUIV U y N.T.S. NOTE: FLOAT ELEVATIONS SHOWN ARE' FOR FULL ACCUPANCY OF SITE. FLOATS SHOULD BE ADJUSTED LOWER DURING EARLY PHASES OF OCCUPANCY TO PREVENT EFFLUENT IN WET WELL FROM I BECOMING SEPTIC AND CAUSING ODORS. SEE AS -BUILT FOR LIFT STATION ES FURNISHED VIDE RAILS WITH ­IS EXCEEDING 15' -0" v X v L _ y II v 0 00 0 0 0 N 0 yr -off Approved By Date ;V L LLJ 0 m I I i FLEXIBLE COUPLING _ a ° D d D Vl� 2" GIP DISCHARG VALVE BOX WITH CHECK VAL LIFTING CHAIN SLOPE TO I AIN TO WETWELL _ ! OR CABLE _ a DI' 1 /3" ° EL VENT PIPE SEE SHEET S8. �I a I ELEV = 2( GATE VALVE 4" D CHECK VALVE 4" HIGH WATER ALARM LEVEL - ELEV. EO D - ELEV. D O D 2'x2 °x2' SUMP W /SW25 PUMP (NO. 2) ON - HYDROMATIC SUBMERSIBLE VD D SUMP PUMP PUMP (NO.1) ON - ELEV. ,I BOTH PUMPS OFF - ELEV. D ANGLE & U -BOLT BRACE REQUIRED FOR DISCHARGE PUMP GUIDE ELEV. © HEIGHTS EXCEEDING 12' -0" 2" STD. GALS 8" DIA. D D ° 4" PIPING &VALVES NON- SHRINK GROUT --"-- REDUCER REQUIRED WHEN TYPICAL D dp D OPTIONAL PIPING IS SELECTED 12-1/8* ELEV. D ° - d D HOPPER - BOTTOM _ D _ HYDRAULICALLY SEALED TE B LEVELING DISCHARGE FLANGE B OOLT LT & LOCK NUT WET WELL SECTION v►• - :l - N.T.S. DROP HANDLE x 4 CAVITY 'D FOR )E RAILS VV r— I VVtLL J It— U I IUIV U y N.T.S. NOTE: FLOAT ELEVATIONS SHOWN ARE' FOR FULL ACCUPANCY OF SITE. FLOATS SHOULD BE ADJUSTED LOWER DURING EARLY PHASES OF OCCUPANCY TO PREVENT EFFLUENT IN WET WELL FROM I BECOMING SEPTIC AND CAUSING ODORS. SEE AS -BUILT FOR LIFT STATION ES FURNISHED VIDE RAILS WITH ­IS EXCEEDING 15' -0" v X v L _ y II v 0 00 0 0 0 N 0 yr -off Approved By Date ;V L LLJ 0 m i— 0 - 0- C J IL LU a ® a: 0 c Q o z j U z U O c Q Y a. 2 al a < o 0 3 r � � E- Alk AL W a' rn m A rn i C v n_ 0 SECTION 21, TWP. 23 N., RGE. 5 E., W.M. 460 VAC 3 PHASE 60 HZ 3 WIRE SERVICE 1 N G 1 �LI IL2 L31 BK \ / W TJ 1CB 1M'--^��, lUL 1T3 G RUN LIGHT IT2 PUMP #1 RTM RUN TIME METER MI 10 HP H ❑ A 1T1 TH1 IOL 40 41 1M PUMP #1 STARTER (15A) SIZE 0 RED /HK � OR PUR 7.4 FLA BR � \ / Li3 2M 20L 2T3 PER MOTOR O� G RUN LIGHT a H2T>2 P1 0PH#2 O RTM RUN TIME METER H A 2 TH2 20- L YL /BK 42 43 PK GRAY 2M PUMP #2 STARTER (ISA) SIZE 0 BL \ / HIGH LEVEL R ALARM LIGHT NON- INTRINSICALLY / \ SAFE WIRING BK /YL HIGH LEVEL 150 VA I HLR ALARM RELAY TRANSFORMER (2A) ND NO NC NC N ND ND NC NC NO NO NC NC ND ND NC NC ND C NC - _ 1 CHANNEL I CHANNEL 2 CHANNEL 3 CHANNEL 4 CHANNEL 3/4 \ CONTROL — ALARM DUPLEX J (10A) WARRICK 67A1AOD TNTRINSICALLY SAFE U CHI CH2 CH3 CH4 L2 BK w o v� DIP ALTERNATOR 1 N LED L�D L�D LED SWITCH G CONTROLLER �G LSI F� E� Hs- 10 E4 9 Ed E­1 LJ sIL - DIP SWITCH NOTES: CONTROL PANEL SHALL BEAR SERIALIZED U.L. 508 -14 LABEL. x FLOAT TYPE LEVEL SENSING SWITCH IN SANITARY WETWELL, CABLE LENGTH FROM WIRING TERMINALS TO SWITCH MUST BE LESS THAN 250 FEET, OR A MAXIMUM OF ,015uF CAPACITANCE AND .05mH INDUCTANCE. ALL INTRINSICALLY SAFE CIRCUITS MUST BE PHYSICALLY SEPARATED BY AT LEAST 2 INCHES FROM WIRING OF ALL OTHER CIRCUITS THAT ARE NON- INTRINSICALLY SAFE. ALL INTRINSICALLY SAFE CIRCUITS MUST BE RUN IN SEPARATE CONDUIT OR RACEWAYC. NEC 504 WIRING FROM GROUND TERMINAL MUST BE TO GOOD EARTHING MEMBER IN JON- HAZARDOUS AREA OF PANEL AND LESS THAN 1 OHM RESISTANCE. EARTH GROUNDING MUST BE IN 2 PLACES. NEC 250 WARNING, SUBSTITUTION OF COMPONENTS MAY IMPAIR THE INTRINSIC SAFETY. LT, BL I LT. BL I LT. BL I I I LT. BL STOP PUMPS x 1 LAG U INTRINSICALLY SAFE WIRING TERMINALS NON- HAZARDOUS AREA HAZARDOUS AREA. uw uw LEA AR T D INTRINSICALLY ST SAFE CIRCUIT �. H. CONTROL VOLTAGE SHALL BE 120 VAC AND MAY BE ACCOMPLISHED BY THE MEANS OF A TRANSFORMER OR AVAILABLE LINE VOLTAGE. A CONTROL FUSE AND ON /OFF SWITCH SHALL PROTECT AND ISOLATE THE CONTROL VOLTAGE FROM THE LINE. I. WIRE TIES SHALL BE USED TO MAINTAIN PANEL WIRING IN NEAT BUNDLES FOR MAINTENANCE AND TO PREVENT INTERFERENCE WITH OPERATING DEVICES. ALL WIRING SHALL BE COLOR -CODED TO FACILITATE MAINTENANCE AND REPAIR OF THE CONTROL PANEL. WHERE A COLOR IS REPEATED, NUMBER CODING SHALL BE ADDED. A SCHEMATIC SHALL BE PERMANENTLY ATTACHED TO THE INSIDE SURFACE OF THE FRONT DOOR. J. ALL GROUND CONNECTIONS SHALL BE MADE WITH RING TONGUE TERMINALS AND STAR WASHERS TO ASSURE PROPER GROUND. K. A DUPLEX PUMP CONTROLLER SHALL BE PROVIDED FOR CONTROL LOGIC. PUMP CONTROLLER SHALL BE SOLID STATE UTILIZING A PRINTED CIRCUIT BOARD TO AVOID CONVENTIONAL WIRING. THE PRINTED CIRCUIT BOARD OF THE PUMP CONTROLLER SHALL BE MADE OF U.L. LISTED MATERIALS. L. THE PUMP CONTROLLER SHALL INDICATE FLOAT CIRCUIT OPERATIONS UTILIZING RED AMBER LED INDICATOR LIGHTS. LED INDICATOR LIGHTS SHALL PROVIDE ADEQUATE INFORMATION SO THAT THEY CAN BE USED FOR DIAGNOSIS IN TROUBLESHOOTING PROBLEMS LOCATED IN THE FLOAT CIRCUITS. EACH LED SHALL BE PERMANENTLY LABELED ON THE PUMP CONTROLLER AS TO FUNCTON. M. PUMP CONTROLLER SHALL HAVE PROVISIONS FOR CONNECTING FLOAT LEVEL CONTROLS AND HEAT SENSOR MONITORS, WHERE APPLICABLE, TO BOX TYPE LUG CONNECTORS. N. BOX TYPE LUG CONNECTORS SHALL BE MADE OF POLYAMIDE THERMOPLASTIC TO EXCLUDE AGING DUE TO HEAT INFLUENCES. PHENOLIC TYPE TERMINAL BLOCKS ON THE PUMP CONTROLLER SHALL NOT BE ACCEPTABLE. EACH TERMINAL BLOCK SHALL BE PROPERLY AND PERMANENTLY LABELED ON THE PUMP CONTROLLER AS TO ITS PURPOSE. 0. WIRING OF HAND -OFF -AUTO SWITCH, RUN LIGHT, CONTACTOR, AND OVERLOAD TO THE PUMP CONTROLLER SHALL BE ACCOMPLISHED BY MEANS OF PLUG CONNECTORS. THE PUMP CONTROLLER SHALL HAVE MALE HEADER ASSEMBLIES FROM THE CORRESPONDING DEVICES LABELED ON THE PUMP CONTROLLER FOR THAT MALE HEADER ASSEMBLY. HEADER ASSEMBLIES SHALL BE CONSTRUCTED OF A CORROSION - RESISTANT THERMOPLASTIC MATERIAL HAVING A TEMPERATURE RANGE OR -55 DEGREES C TO 105 DEGREES C AND COPPER ALLOY, BRIGHT ACID TIN OVER NICKEL - PLATING CONTACTS. THERE SHALL BE NO EXTERNAL LIGHTS ON THE PUMP CONTROL PANEL. CLASS 1 GROUPS C &D ALARM HORN TELEMETRY CONTACTS HLR HLR. 70 I: a) I x r ^c� HIGH LEVEL ALARM LIGHT o 3 OUTER DOOR OR SHOWN NOT SHOWN NAMEPLATE LEGEND DUPLEX "Q" CONTROL PANEL 1. PUMP 1 INNER 2,PUMP 2 _DEVF_L QPER; s , ROGER NIX PAGEANTRY COMMUNITIES �� vs DOOR 3, CONTROL 4•PUMP 1 RTM 1.01 GENERAL 0 Al SEE AS -BUILT 8SEAL 1 FAIL A. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS z of o REQUIRED TO PROVIDE DUPLEX MOTOR CONTROL PANEL AS SPECIFIED HEREIN. KENT, WA *� B. THE MOTOR CONTROL PANEL SHALL BE ASSEMBLED AND TESTED BY A SHOP MEETING " (425)251 -8782 FAX U.S. STANDARD 508 FOR INDUSTRIAL CONTROLS. THE MOTOR AND CONTROL PANEL SHALL BE ASSEMBLED AND TESTED BY THE SAME MANUFACTURER SUPPLYING THE PUMP SO AS TO INSURE SUITABILITY AND ASSURANCE OF EXPERIENCE IN MATCHING DEPARTMENT QP PUBLIC WORK8 s to a AND WIRING DIAGRAM CONTROLS TO MOTORS AND TO INSURE SINGLE SOURCE RESPONSIBILITY FOR THE I p 260 �@ OES"NED TS DA7L' 6/62000 ME NO. DRAWN DWW ONALIE ENG\a� EQUIPMENT. 2ES 2 5 OZ App"C'VM t cl DIRECTOR DT PU9UC FVRR3 �r� C. THE CONTROL PANEL SHALL COMPLY WITH THE NEC REGULATIONS AND HAVE A UL o g LABEL. THE PANEL SHALL CONTAIN ALL COMPONENTS REQUIRED BY THE PUMP to MANUFACTURER FOR STARTING AND PROTECTION OF THE MOTOR. ANY FEATURES REQUIRED BY THE PUMP MANUFACTURER FOR WARRANTY OF THE PUMP SHALL BE w 3 INCLUDED IN THE CONTROL PANFi_ 2.01 CONSTRUCTION ¢I a ! ml a A. THE CONTROLS FOR THE PUMP SHALL BE CONTAINED IN A STEEL ENCLOSURE MEETING NEMA 3R REQUIREMENTS WITH A HINGED DOOR AND NEOPRENE GASKET. C) o ¢ B. THE ENCLOSURE SHALL HAVE PROVISIONS FOR PADLOCKING. A NAMEPLATE SHALL BE SIN p PERMANENTLY AFFIXED TO THE PANEL AND INCLUDE THE MODEL NUMBER, VOLTAGE, _ PHASE, HERTZ, AMPERE RATING AND HORSEPOWER RATING. A WARNING LABEL AGAINST ELECTRIC SHOCK SHALL BE PERMANENTLY AFFIXED TO THE OUTER DOOR. N N - r N F m m C. A STEEL BACK PANEL WITH ELECTROPLATED BRIGHT ZINC AND CLEAR CHROMATE FINISH SHALL BE PROVIDED. A PAINTED STEEL BACK PANEL WILL NOT BE ACCEPTABLE. _4___ j z z I D. RUN LIGHTS AND HAND-OFF-AUTO SWITCHES SHALL BE PROVIDED. RUN LIGHT AND L) O ! HAND - OFF -AUTO SWITCH SHALL BE MOUNTED ON AN ELECTROPLATED BRIGHT ZINC WITH vi .55 I CLEAR CHROMATE FINISH STEEL BRACKET. THE RUN LIGHT AND HAND -OFF -AUTO SWITCH SHALL BE PROPERLY LABELED AS TO FUNCTION. THE HAND -OFF -AUTO SWITCH fif o N SHALL BE ROCKER TYPE WITH AN ELECTRICAL LIFE OF 50,000 OPERATIONS. THE RUN z Iz z LIGHT SHALL MATCH THE HAND -OFF -AUTO SWITCH IN APPEARANCE AND HAVE AN IL k :W2 w ELECTRICAL LIFE OF 5,000 HOURS. RUN LIGHT SHALL BE RED. it p E. THE INCOMING POWER SHALL BE 460 VOLTS, 3 PHASE, 60- HERTZ SERVICE. TER`1!NAL w F_ ;w I F_ U BLOCKS WITH BOX TYPE LUGS SHALL BE SUPPLIED TO TERMINATE ALL WIRING FOR Fo �n z O FLOATS AND HEAT AND SEAL SENSORS FOR THE PUMP, IF REQUIRED. THE PUMP LEADS p p L) Ln SHALL BE TERMINATED AT THE OVERLOAD RELAY OR AT BOX TYPE TERMINAL BLOCKS. THE TERMINAL BLOCKS FOR THE FLAT CONNECTIONS SHALL BE ON THE PUMP <j< o i �j CONTROLLER. (n z co z 1 [if �' F. A CIRCUIT BREAKER SHALL BE USED TO PROTECT FROM LINE FAULTS AND TO w ,z w a z DISCONNECT THE PUMP FROM THE INCOMING POWER. CIRCUIT BREAKER SHALL BE THERMAL MAGNETIC AND SIZED TO MEET NEC REQUIREMENTS FOR MOTOR CONTROLS. to 0!0 to ¢ G. THE MAGNETIC STARTERS SHALL INCLUDE A CONTACTOR WITH A MINIMUM MECHANICAL LIFE OF 3,000,000 OPERATIONS AND A MINIMUM CONTACT LIFE OF 1,000,000 OPERATIONS. v v Iv A DEFINITE PURPOSE CONTACTOR SHALL NOT BE ACCEPTABLE. THE MAGNETIC STARTER SHALL INCLUDE AN OVERLOAD RELAY, WHICH IS AMBIENT TEMPERATURE COMPENSATED W ��r ww w,G AND BIMETALLIC. THE OVERLOAD RELAY SHALL HAVE TEST AND RESET BUTTONS. THE - OVERLOAD RELAY SHALL BE CAPABLE OF BEING SET IN EITHER MANUAL OR AUTOMATIC -- - - -- RESET MODE. IN THE MANUAL MODE, ONLY THE OPERATOR SHALL ACCOMPLISH RESET. AT 6 TIMES FULL LOAD AMPS THE OVERLOAD RELAY SHALL TRIP WITHIN 10 SECONDS OR rl cvi O CLASS 10 RATED OVERLOAD RELAYS SHALL BE REQUIRED. ] LT, BL I LT. BL I LT. BL I I I LT. BL STOP PUMPS x 1 LAG U INTRINSICALLY SAFE WIRING TERMINALS NON- HAZARDOUS AREA HAZARDOUS AREA. uw uw LEA AR T D INTRINSICALLY ST SAFE CIRCUIT �. H. CONTROL VOLTAGE SHALL BE 120 VAC AND MAY BE ACCOMPLISHED BY THE MEANS OF A TRANSFORMER OR AVAILABLE LINE VOLTAGE. A CONTROL FUSE AND ON /OFF SWITCH SHALL PROTECT AND ISOLATE THE CONTROL VOLTAGE FROM THE LINE. I. WIRE TIES SHALL BE USED TO MAINTAIN PANEL WIRING IN NEAT BUNDLES FOR MAINTENANCE AND TO PREVENT INTERFERENCE WITH OPERATING DEVICES. ALL WIRING SHALL BE COLOR -CODED TO FACILITATE MAINTENANCE AND REPAIR OF THE CONTROL PANEL. WHERE A COLOR IS REPEATED, NUMBER CODING SHALL BE ADDED. A SCHEMATIC SHALL BE PERMANENTLY ATTACHED TO THE INSIDE SURFACE OF THE FRONT DOOR. J. ALL GROUND CONNECTIONS SHALL BE MADE WITH RING TONGUE TERMINALS AND STAR WASHERS TO ASSURE PROPER GROUND. K. A DUPLEX PUMP CONTROLLER SHALL BE PROVIDED FOR CONTROL LOGIC. PUMP CONTROLLER SHALL BE SOLID STATE UTILIZING A PRINTED CIRCUIT BOARD TO AVOID CONVENTIONAL WIRING. THE PRINTED CIRCUIT BOARD OF THE PUMP CONTROLLER SHALL BE MADE OF U.L. LISTED MATERIALS. L. THE PUMP CONTROLLER SHALL INDICATE FLOAT CIRCUIT OPERATIONS UTILIZING RED AMBER LED INDICATOR LIGHTS. LED INDICATOR LIGHTS SHALL PROVIDE ADEQUATE INFORMATION SO THAT THEY CAN BE USED FOR DIAGNOSIS IN TROUBLESHOOTING PROBLEMS LOCATED IN THE FLOAT CIRCUITS. EACH LED SHALL BE PERMANENTLY LABELED ON THE PUMP CONTROLLER AS TO FUNCTON. M. PUMP CONTROLLER SHALL HAVE PROVISIONS FOR CONNECTING FLOAT LEVEL CONTROLS AND HEAT SENSOR MONITORS, WHERE APPLICABLE, TO BOX TYPE LUG CONNECTORS. N. BOX TYPE LUG CONNECTORS SHALL BE MADE OF POLYAMIDE THERMOPLASTIC TO EXCLUDE AGING DUE TO HEAT INFLUENCES. PHENOLIC TYPE TERMINAL BLOCKS ON THE PUMP CONTROLLER SHALL NOT BE ACCEPTABLE. EACH TERMINAL BLOCK SHALL BE PROPERLY AND PERMANENTLY LABELED ON THE PUMP CONTROLLER AS TO ITS PURPOSE. 0. WIRING OF HAND -OFF -AUTO SWITCH, RUN LIGHT, CONTACTOR, AND OVERLOAD TO THE PUMP CONTROLLER SHALL BE ACCOMPLISHED BY MEANS OF PLUG CONNECTORS. THE PUMP CONTROLLER SHALL HAVE MALE HEADER ASSEMBLIES FROM THE CORRESPONDING DEVICES LABELED ON THE PUMP CONTROLLER FOR THAT MALE HEADER ASSEMBLY. HEADER ASSEMBLIES SHALL BE CONSTRUCTED OF A CORROSION - RESISTANT THERMOPLASTIC MATERIAL HAVING A TEMPERATURE RANGE OR -55 DEGREES C TO 105 DEGREES C AND COPPER ALLOY, BRIGHT ACID TIN OVER NICKEL - PLATING CONTACTS. THERE SHALL BE NO EXTERNAL LIGHTS ON THE PUMP CONTROL PANEL. CLASS 1 GROUPS C &D ALARM HORN TELEMETRY CONTACTS HLR HLR. 70 I: a) I x r ^c� HIGH LEVEL ALARM LIGHT o 3 OUTER DOOR OR SHOWN NOT SHOWN NAMEPLATE LEGEND By Date 1. PUMP 1 INNER 2,PUMP 2 _DEVF_L QPER; s , ROGER NIX PAGEANTRY COMMUNITIES �� vs DOOR 3, CONTROL 4•PUMP 1 RTM 2936 KENNEWICK PUCE N.E. �. RENTON, WA 98056 M 0 Al SEE AS -BUILT 8SEAL 1 FAIL (425) 235 --1394 FAX m 4 9•• SEAL 2 FAIL 10, ALARM SILENCE FOR LIFT STATION ®= 18215 72ND AVENUE SOUTH y0 g KENT, WA *� (4 5 251 -62222 MC EN(io* OVERLOAD (425)251 -8782 FAX RRESETSe DEPARTMENT QP PUBLIC WORK8 s to a PUMP #1 SEAL FAIL PUMP #2 SEAL FAIL EXTERNAL ALARM LIGHT EXTERNAL ALARM HORN ALARM SILENCE RELAY NEMA 3R ENCLOSURE 36'H x x 5om,290008 OUTER DOOR OR SHOWN NOT SHOWN NAMEPLATE LEGEND By Date 1. PUMP 1 INNER 2,PUMP 2 _DEVF_L QPER; s , ROGER NIX PAGEANTRY COMMUNITIES �� vs DOOR 3, CONTROL 4•PUMP 1 RTM 2936 KENNEWICK PUCE N.E. �. RENTON, WA 98056 M 6.PUMP 1 RUN 7. PUMP c RUN SEE AS -BUILT 8SEAL 1 FAIL (425) 235 --1394 FAX m 4 9•• SEAL 2 FAIL 10, ALARM SILENCE FOR LIFT STATION 3.01 OPTIONS A. PANEL SHALL BE EQUIPPED WITH THE FOLLOWING ADDITIONAL FEATURES. --U.L. 913 LABELED WITH INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR FLOATS, HEAT SENSOR AND SEAL SENSOR CIRCUITRY (EXPLOSION PROOF PUMPS ONLY) - HIGH -LEVEL ALARM LIGHT (FLASHING) (NON- FLASHING) -DRY CONTACTS FOR TELEMETRY OF ALARM CONDITIONS - REDUNDANT OFF FLOAT SWITCH - ELAPSED TIME METER (PER PUMP) -SEAL FAILURE LIGHT -ANTI- CONDENSATE HEATER (50 WATT) WITH THERMOSTAT -HEAT SENSOR - MANUAL RESET -PHASE FAILURE PROTECTION (3 PHASE ONLY) -LEAD PUMP SELECTOR SWITCH - LIGHTNING SUPPRESSOR -24 -HOUR TIME CLOCK, ADJUSTABLE TO 15- MINUTE INTERVALS TO CONTROL PUMP OPERATION - 110 -VOLT CONVENIENCE OUTLET -CYCLE COUNTER -SWING DEAD FRONT DOOR WITH FUSED DISCONNECT 6 Y CID. S-zy'"'. !3 I m a V `w X d C, a I� 0 a a v E Z) U N �1 U4 Im AWoved By Date _DEVF_L QPER; s , ROGER NIX PAGEANTRY COMMUNITIES �� vs 2936 KENNEWICK PUCE N.E. �. RENTON, WA 98056 M {425) 235 -0744 (425) 235 --1394 FAX m 4 EdG1dF.EH o' 18215 72ND AVENUE SOUTH y0 g KENT, WA *� (4 5 251 -62222 MC EN(io* (425)251 -8782 FAX CITY OF RENTON DEPARTMENT QP PUBLIC WORK8 . ARt,ST I�E WAS /I PUMP STATION CON'T'ROL PANEL AND WIRING DIAGRAM KenaIn ton Crag COndominl nla p 260 �@ OES"NED TS DA7L' 6/62000 ME NO. DRAWN DWW ONALIE ENG\a� CFIECKED RJA 6OALE N A pLLgO MO _�4 2ES 2 5 OZ App"C'VM t cl DIRECTOR DT PU9UC FVRR3 �r� CID. S-zy'"'. !3 I m a V `w X d C, a I� 0 a a v E Z) U N �1 U4 Im I' PRIVATE SEWER GRINDER PUMP Z 0 5 10 20 TO SERVE THE 4 BASEMENT UNITS OF BUILDING NO. 42. D_ MANUFACTURED BY "E -ONE SEWERS" R M= 230 00 GP2014 -93 z ti IE= 225.00 (4" PVC IN) F � E UNDERGROUND CABLE TO CONNECT v 0 .+ CONTROL" PANEL TO GRINDER PUMP v PRESTAT MODEL NO. LM000190 DUPLEX ALARM/DISCONNECT =� CONTROL PANEL WITH AUTODIALER CONNECTION TO BE PLACED z o ON SIDE OF BUILDING NO. 42 AS SHOWN, AUTODIALER SHALL BE PROGRAMMED TO DIAL "CORRECT EQUIPMENT, INC." 0- r LOCATED IN ,REDMOND, WA 0 (425) 869 -1233: 5 c 4* PVC SS Z x (GRAVITY O PUMP CHAMBER) 0 Z BUILDING NO. 42. ES a \ W alai I o io ¢I'¢ u � DEVELOPER: u ' ROGER NIX PAGEANTRY COMMUNITIES �sHA�� 1�I'll CL I� a ° I ' i L'j' ��^ _ REDUCER COUPUNG o j SDR 7 OR 11 HOPE PIPE e (BY OTHERS) �h�rrar h N SECTION 21, TWP. 23 N., RED" 5 E., W.M. ACCESS WAY VENT 2 0 ¶ 4 STRAIN RELIEF CORD !L U CONNECTOR WATER TIGHT LID, FRP FIELD JOINT, REQUIRED 1I DUAL WALL,CORRUGATEO FOR MODELS TALLER J HOPE ACCESSWAY - THEM 2014 -93 /POWER & ALAP!4 CABLE COVER 91VFxT 1 -1/4' 45- BEND 12-6 W /GND OVER DEPTH INTERNAL WELL VENT ELECTRICAL QUICK DISCONNECT ' ! 2.0" DIA. (EQD) TO INLET, GROMOETO.D. CORE CONTROL COMPARTMENT 93.5' PVC PIPE (STANDARD). 1- CONNECT 1 -1/4" FORCEMAIN TO DUST COVER SUPPLIED DISCHARGE -- f3HSITNG E STUB -APID CAP FOR SHIPMENT (NOT 1 1/4' FNPT ) _ FORGO -N /4" CONNECTION SHA!1 BE PRESSURE SUITABLE FOR BURIAL) (304 S.SJ / , RATED CONNECTION. QUICK DISCONNECT ASSY. �... (304 S.S.) A-------------- - - - - -- ° SS CAST BALL VALVE 1\ 1 114" DISCHARGE LINE (304 5_S.) BALLAST mNrAHf&fr I � a a a a 0 N EX SSCO RIM = 240.44 1E= 235:77 (TO BE USED FOR THE 4 TOP FLOOR UNITS OF BUILDING NO. 42) P LASTI C LATERAL ASSEMBLY LID ASSEMBLY WITH PENTAGON HEAD PLUG 1 -1/4" / MATERIAL: POLYPROPYLENE I/\ SDR 7 OR 11 HDPE PIPE ARCH PATTERN EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE MATERIAL: POLYPROPYLENE AVAILABLE LENGTHS.......... 18 -24• 40-60' 24 -30" 46 " -66" 30 -36' 52 -72" 30 -48• 52 -84' 34 -54" II COMPRESSION ADAPTER FINE MATERIAL: POLYPROPYLENE o DEVELOPER: u ' ROGER NIX PAGEANTRY COMMUNITIES �sHA�� 1�I'll COMPRESSION ADAPTER FRYING 1 -1/4" SDR 7 OR 11 MATERIAL: POLYPROPYLENE i -1/4 MPT \% ° PVC ADAPTER /COUPLING environment I one CORPORATION PRESSURE RATING: 150 psi PLASTIC LATERAL ASSEMBLY ASSEMBLY TO BE USED WITH 1 -1/4" SDR 7 OR 11 1 -114" SDR 7 OR 11 HDPE PIPE ARCH PATTERN PIPE ONLY ° PA 1329 P02 Z -FOR ORDERING INFORMATION SEE PA1372P01 LATERAL ORDER CODE Nvvv -J.7- a EX SSMH #25, TYPE 1 -54" STA. 90 +17, 5' LT RIM= 239.40 IE= 235.00 (8" OUT) IE= 235.10 6" IN) 403• RO4G f CHECK VALVE 31,W 1023 mm - (GLASS FILLED NORYL) DISCH A1AIiM ANTI - SIPHON VALVEfE j I -E - -. (GLASS FILLED NORYL) 1 648 in ON DISCHARGE: .I-V4 FEMALE _ __... _. MET FPOM GROMMET FOR 96 901 OFF PIPE TREAD 4• MV PIPE (STANDARD) 363 L 18 ,I __0 38.8' 445 mm 65 HOPE TANK ✓ND 24 9L % * *SEE INSTALLATION INSTRUCTIONS FOR, SPECIFIC NM-1 DIAMETERS zts L V2' N0111HAL WALL rL11CK.k'ESS AND HEIGHTS REQUIRED FOR PROPER CUNTAiNMEN'i 75 GALLON CAPACITY WHEN USING 2014 PRE -CAST BALLASTS EACH SIDE OF BAFFLE. NOTE: A CONCRETE ANCHOR OF 4500 Ibs (29.9 w ft) IS REQUIRED ON ALL MODEL 2014 93" STATIONS. ,4 in - ...343 mm V I Fnl. ro GRADE WITH CLEAN. O.A9LE Baffu. SUCH As ONSF Q�jp 49 gW GRAVEL OR :CWR 0SHME D STOW. VB - 3/4' W 185 L CLAY AND SETS ARE NDT ACCEPTABLE.- BAO".L N � PEA L SEMI- POSETIVE DISPLACEMENT TYPE PUMP SGS CAH 1 01/25/99 1 G - 1116 PRE -CAST IPM POURED SGS CAH 1/25199 A I /16 DIRECTLY DRIVEN BY A 1 -HP MOTOR DR BY I CHK -D I DATE I ISSUE SCALE. DR BY CNHC`D DATE ISSUE, zr_4L CAPABLE OF DELIVERING 9 gpm AT 138= T.D.H. = . i -. (34.Ipm.Af 42m T.D.H.) ` ! ;,lII lib ib NOTE- A CaNCRETE. ANCHOR. SENMER SifSTEMS I , - 6 • MIN SEVVElB. SYSTEMS IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS I f' MODEL 20 14 DETAIL SHEET MODEL 2014 -93 OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR PA 0910 P01 - A,'C' ' - PA 1337 P 0 3 CLEAR LENS, 6W RED BULB 240 VAC OPERATING VOLTAGE 4X FIBERGLASS ENCLOSURE Approwd 13%' �1/n/ I Date o DEVELOPER: u ' ROGER NIX PAGEANTRY COMMUNITIES �sHA�� 0 2936 KENNEWICK PLACE N.E RENTON, WA 98056 1 -1/4" SDR 7 OR 11 0 .1O '12° ® ° PVC ADAPTER /COUPLING POLYETHYLENE PIPE (SUPPUED BY OTHERS) ��^ COMPRESSION ADAPTER CHECK VALVE MATERIAL: GLASS FILLED PVC o FITTING, MASYL P -PP (42WA ENG�NC e (425)251 -8762 FAX VALVE CURB STOP WITH FEMALE PIPE THREADS ° ° =..- AND RATCHETING VALVE HANDLE MATERIAL: GLASS FILLED NYLON �� of wnsy, 'Po environment I one CORPORATION PRESSURE RATING: 150 psi PLASTIC LATERAL ASSEMBLY ASSEMBLY TO BE USED WITH 1 -1/4" SDR 7 OR 11 1 -114" SDR 7 OR 11 HDPE PIPE ARCH PATTERN PIPE ONLY ° PA 1329 P02 Z -FOR ORDERING INFORMATION SEE PA1372P01 LATERAL ORDER CODE Nvvv -J.7- a EX SSMH #25, TYPE 1 -54" STA. 90 +17, 5' LT RIM= 239.40 IE= 235.00 (8" OUT) IE= 235.10 6" IN) 403• RO4G f CHECK VALVE 31,W 1023 mm - (GLASS FILLED NORYL) DISCH A1AIiM ANTI - SIPHON VALVEfE j I -E - -. (GLASS FILLED NORYL) 1 648 in ON DISCHARGE: .I-V4 FEMALE _ __... _. MET FPOM GROMMET FOR 96 901 OFF PIPE TREAD 4• MV PIPE (STANDARD) 363 L 18 ,I __0 38.8' 445 mm 65 HOPE TANK ✓ND 24 9L % * *SEE INSTALLATION INSTRUCTIONS FOR, SPECIFIC NM-1 DIAMETERS zts L V2' N0111HAL WALL rL11CK.k'ESS AND HEIGHTS REQUIRED FOR PROPER CUNTAiNMEN'i 75 GALLON CAPACITY WHEN USING 2014 PRE -CAST BALLASTS EACH SIDE OF BAFFLE. NOTE: A CONCRETE ANCHOR OF 4500 Ibs (29.9 w ft) IS REQUIRED ON ALL MODEL 2014 93" STATIONS. ,4 in - ...343 mm V I Fnl. ro GRADE WITH CLEAN. O.A9LE Baffu. SUCH As ONSF Q�jp 49 gW GRAVEL OR :CWR 0SHME D STOW. VB - 3/4' W 185 L CLAY AND SETS ARE NDT ACCEPTABLE.- BAO".L N � PEA L SEMI- POSETIVE DISPLACEMENT TYPE PUMP SGS CAH 1 01/25/99 1 G - 1116 PRE -CAST IPM POURED SGS CAH 1/25199 A I /16 DIRECTLY DRIVEN BY A 1 -HP MOTOR DR BY I CHK -D I DATE I ISSUE SCALE. DR BY CNHC`D DATE ISSUE, zr_4L CAPABLE OF DELIVERING 9 gpm AT 138= T.D.H. = . i -. (34.Ipm.Af 42m T.D.H.) ` ! ;,lII lib ib NOTE- A CaNCRETE. ANCHOR. SENMER SifSTEMS I , - 6 • MIN SEVVElB. SYSTEMS IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS I f' MODEL 20 14 DETAIL SHEET MODEL 2014 -93 OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR PA 0910 P01 - A,'C' ' - PA 1337 P 0 3 CLEAR LENS, 6W RED BULB 240 VAC OPERATING VOLTAGE 4X FIBERGLASS ENCLOSURE Approwd 13%' �1/n/ I Date o DEVELOPER: u ' ROGER NIX PAGEANTRY COMMUNITIES �sHA�� 0 2936 KENNEWICK PLACE N.E RENTON, WA 98056 0 0 .1O '12° ® ° (15.75' H x 12.25' W x 6.58' D) VISUAL ALARM (CLEAR LENS, RED 6W BULB) ��^ o�` .,, "°°' ° AUDIBLE ALARM (120 VAC, 86 Dh (42WA ENG�NC e (425)251 -8762 FAX MANUAL SILENCE ° ° =..- �� of wnsy, 'Po REDUNDANT RUN ON ALARM SWITCH CLOSURE • w O ylrr".. • o of 26016 �p � USER (UN- POWERED) ALARM CONTACTS s /DNA IL ECG CHECKED RA SCALE 1 "_ FIELD BOOK FACE 0 APMVM \/al CRECT^..R P ?U &_K WCRtS 6i�i- �` Or POWER LOSS HIGH LEVEL ALARM CONTACTS ° °� ° • -r� o -un DATAIMO EM PCABOARDISPLAY ELAPSED TIME METER & EVENT COUNTER HIQ1Il 1 �00� � 0000 � ool•� . � �IWIlll�l w GROUND NEUTRAL O 240 VAC DETAIL 'WIRING DIAGRAM• FROM PUMP 2 SCALE 0.50 CONTROL CABLE: TYPE TC: DIRECT BURIAL, UL 12AWG, SIX CONDUCTOR. FROM PUMP 1 CORPORATION PreSTAT, DUPLEX, MODEM BOARD LM000190 E-ONE PUMP MODEL GP2014 -93 RIM ELEVATION = 230.00 WET WELL BASE ELEVATION = 222.21 PUMP OFF ELEVATION = 223.38 PUMP ON ELEVATION = 223.71 ALARM ELEVATION = 224.38 4" INVERT IN ELEVATION = 225.00 1 -1/4" INVERT OUT ELEVATION = 225.54 FINISHED FLOOR ELEVATION = 240.2 BUILDING FINISHED FLOOR ELEVATION = 230.2 AS 5- ?y�D�G SCANNED QQT 0 041 O z m 0 U4 m Approwd 13%' �1/n/ I Date DEVELOPER: u ' ROGER NIX PAGEANTRY COMMUNITIES �sHA�� _ 2936 KENNEWICK PLACE N.E RENTON, WA 98056 (425) 235 -0744 •Y (425) 235 -1394 FAX a ENGINEER: 0 =v 18215 72ND AVENUE SOUTH yiA G`T 9BD22 /NG (42WA ENG�NC (425)251 -8762 FAX CITY OF RENTON L>EPARTMENT OF PUBLIC WORKS Afin! �� of wnsy, 'Po KWATE SANITARY SEWER GRINDER PUMP LIFO STATI)V PLAN /Kensi ton Crest Condominiums PCM o of 26016 �p � DESIGN® DANE 9/17/02 FILE No. DRAWN PCM s /DNA IL ECG CHECKED RA SCALE 1 "_ FIELD BOOK FACE EXPIRES 2 5 04 1 APMVM \/al CRECT^..R P ?U &_K WCRtS 6i�i- �` Or SCANNED QQT 0 041 O z m 0 U4 m MANHOLE WALL ANCHOR BOLTS 4'.4'x)4'.7' LG FRP ANGLE (T`. 6'xWx)"xW LG FRP T —CL I' FRP SPACER PLATE (TYP) SS 3'.3"x112" PLATE. BOLT .THROUGH GRATING TO ANGLE BELOW. WET WELL UPPER LADDER Wrp-- a7 -2g" 1. = I._'. WET WELL LUwER LADDER. WET WELL GA SEE MANHOLE CONNECTION DETAIL LADDER HOLD HOOK. SEE 1 DETAIL ON DWG NO. G -2. 2' -3' 1AW1 UPPER LADDER. SEE 1 \ DETAIL THIS SHEET. �rcri-rrrrrr�l 8/8 6'xl%'xY4' FRP CHANNEL BEAM (TYP) T.Y.W ANGLE ORATING SUPPORT. MOLDED TO FIT CURVE OF WALL ATTACH NTH %' EXPANSION ANCHORS (TYP) 8/B IONA.'x1f CHANNEL BEAM SEE CONNECTION DETAILS THIS SHEET LADDER NOTES CLEANING PAD PLAN 1. WET WELL LADDER SHALL BE 1' = 2 -0" DYNARAIL- ISGFR SQUARE TUBE LADDER SYSTEM. Z. ANCHORING AND HARDWARE LADDER HOLD 'HOOK. C'c1AIL THIS SHEET AN:) ON DWG NO. G-2. i -nOFR SLIDE. Sil DETAIL -, jG NO. G -2. UNI -HOST WALL SLEEVE ACCESS HATCH OUTLINE FIBERGLASS GRATING. 1 -PIECE FOR ENTIRE PLATFORM. SHALL BE STAINLESS STEEL CLEANING PAD NOTE 2' J USE SADDLE TYPE HGLD -DOWN CUPS (ASTM A304 STAINLESS STEEL) WITH 3/16'0 OSHA STANDARDS. 4. LADDERS SHALL BE CONSTRUCTED MINIMUM 16' WIDE, 12' RUNG SPACING WITH MINIMUM 3/4' DIAMETER OR 2' WIDE LADDER SU RUNGS DRY WELL ACCESS HATCH LADDER UP EXTENDER. AL NTH ' NON - CORROSIVE HARDWARE SEE DETAII LOWER LADDR LADDER UP EXTENDER. SEE DWG NO. G- - ALUMINUM WITH LADDER DETAILS. NDN- CDRRDSIVE HARDWARE SS 2'x1 1/4' BAR OR DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM LADDER ABOVE 12' . SS 1' DIAMETER ROD NTH NON —SUP FOOTING 3'x3'xl /2' ANGLE SECURE TO SURFACE OR DYNARAIL- - ISOFR SQUARE TUBE WET WELL NTH 5/80 SS DRILL AND LADDER SYSTEM EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100' NTH SS NUT AND WASHER. 6' EMBEDMENT. CLEANING PAD /— SS 3 "x3'x1 /2" ANGLE SS 3'.3"x112" PLATE. BOLT .THROUGH GRATING TO ANGLE BELOW. WET WELL UPPER LADDER Wrp-- a7 -2g" 1. = I._'. WET WELL LUwER LADDER. WET WELL GA SEE MANHOLE CONNECTION DETAIL LADDER HOLD HOOK. SEE 1 DETAIL ON DWG NO. G -2. 2' -3' 1AW1 UPPER LADDER. SEE 1 \ DETAIL THIS SHEET. �rcri-rrrrrr�l 8/8 6'xl%'xY4' FRP CHANNEL BEAM (TYP) T.Y.W ANGLE ORATING SUPPORT. MOLDED TO FIT CURVE OF WALL ATTACH NTH %' EXPANSION ANCHORS (TYP) 8/B IONA.'x1f CHANNEL BEAM SEE CONNECTION DETAILS THIS SHEET LADDER NOTES CLEANING PAD PLAN 1. WET WELL LADDER SHALL BE 1' = 2 -0" DYNARAIL- ISGFR SQUARE TUBE LADDER SYSTEM. Z. ANCHORING AND HARDWARE LADDER HOLD 'HOOK. C'c1AIL THIS SHEET AN:) ON DWG NO. G-2. i -nOFR SLIDE. Sil DETAIL -, jG NO. G -2. UNI -HOST WALL SLEEVE ACCESS HATCH OUTLINE FIBERGLASS GRATING. 1 -PIECE FOR ENTIRE PLATFORM. SHALL BE STAINLESS STEEL CLEANING PAD NOTE 3. LADDERS SHALL ALL CONSTRUCTED TO ALL APPLICABLE USE SADDLE TYPE HGLD -DOWN CUPS (ASTM A304 STAINLESS STEEL) WITH 3/16'0 OSHA STANDARDS. 4. LADDERS SHALL BE CONSTRUCTED MINIMUM 16' WIDE, 12' RUNG SPACING WITH MINIMUM 3/4' DIAMETER OR 2' WIDE RUNGS DRY WELL ACCESS HATCH LADDER UP EXTENDER. AL NTH ' NON - CORROSIVE HARDWARE U SS LADDER FROM VAULT DRY WELL MANUFACTURER WITH NON -SUP FOOTING SURFACE OR DYNARAIL- SYST SQUARE TUBE LADDER SYSTEM. LOCATE LADDER AS SHOWN O1 PLANS DRY WELL LADDER REVISED TO CONFORM TO CONSTRUCTION RECORDS p� C Q RH2 ENGINEERING INC. JAN 24 D� SCANNED OCT O 8 2d&V- I b1 r'cam , lmA6 3/19/ - SICNE t 2r1261n1 z0 p LJ Q r W O � z z J � W Q Q F- W 4Q EM4 EERS PLANNERS SCIENTISTS RH2INC hlla //n lh2.- 1 =720 x52 E9LL[NG IAAlOFFICE 360.676.05% 454 Wt Holm Road BOTHELLOFPICB 425.951.5400 12100 1E 1951h Strat Solte 100 UA4rr WmxA7O1m 0 ►FICE 509.8652900 300 San. Shat S.R. 5 PORTORGHARDOFFICE 365876.7960 61m Wtw shat S.R. ,m SCALE: SHOWN 1" 2" DRANNG IS NOT TO SCALE IF BAR IS NOT 2' LONG e 24 —IA xme DMB G -1 NATIVE OR DISTURBED 1. -3. VENT PIPE (TYPICAL) DIAMETER SOIL 6"xl/4* VENT PIPE DISCHARGE DETAIL NOT TO SCALE Is I.E. 2135 rll N ON- SHRINK GROUT, TYP. VENT IN WET WELL NOT TO SCALE 73� r-i NON- SHRINK GROUT, TYP. VEN T IN DRY WELL NOT TO SCALE WM- 27 -2 .900 4 4 � DYNARAILee ISOM SQUARE TUBE LADDER SYSTEM CONSISTING OF Ir DIAMETER FLUTED RUNGS, 1 j- SQUARE TUBE RAILS AND 316 STAINLESS STEEL 12' HARDWARE /T BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. LOWER LADDER NOT TO SCALE 3' Y1' DIAMETER SS e — IL AS MECHANICAL PIPING NOTE i SHOWN THIS NEW FOR CLARITY. ACCESS HATCH I I g tz B M70 �.•'b.nc.� > S /CXA'k I)f26/b1 STANOON ADJUSTABLE INSULATED ENCLOSURE WITH LOCK, HEAT SOURCE, AND DRAIN PORTS. LOK BOX, MODEL H875 4• STAINLESS STEEL 3/4' DIA. REDUCED PRESSURE VALVE /BACKFLOW PREVENTER DEVICE EQUAL TO FEBCO MODEL 880. _ BEEHIVE STRAINER OR APPROVED EQUAL CENTER WET WELL WET WELL UPPER LADDER ENCLOSURE OVER PIPING. STEEL ANCHOR CONNECTED TO 3/4' DIA. ISOLATION VALVE, CONCRETE FOUNDATION 10'x10'x1/2• 12 EACH SIDE 6' CRUSHED AIR GAP DRAIN, ROUTE TO KWIK BOLTS, HILTI CONDUIT TO LOAD PANEL I' / I I �� TO SURFACING TOP DRAIN PORTS EMBEDDED 4• p!pE FROM WATER METER. PIPE VALVE VAULT. COURSE 3/4' DIA. Y STRAINER MINIMUM. 3/4' HOSE BIB WSDOT TYPE 2 BOLLARD. iin BACKFLOW PREVENTION AND INSTALL PER WSDOT ANCHOR BOLT TO WALL WITH ENCLOSURE DETAIL STANDARD PLAN H -130. r— i' -6' MIN. --1 GFI RECEPTACLE ANCHOR ENCLOSURE TO PAD VENT DISCHARGE ELBOW 4' SHORT RADIUS y 12' MIN ,MTH (4) SS 1/2' ANCHOR BOLTS SID' ELBOW (2) � � NATIVE OR DISTURBED 1. -3. VENT PIPE (TYPICAL) DIAMETER SOIL 6"xl/4* VENT PIPE DISCHARGE DETAIL NOT TO SCALE Is I.E. 2135 rll N ON- SHRINK GROUT, TYP. VENT IN WET WELL NOT TO SCALE 73� r-i NON- SHRINK GROUT, TYP. VEN T IN DRY WELL NOT TO SCALE WM- 27 -2 .900 4 4 � DYNARAILee ISOM SQUARE TUBE LADDER SYSTEM CONSISTING OF Ir DIAMETER FLUTED RUNGS, 1 j- SQUARE TUBE RAILS AND 316 STAINLESS STEEL 12' HARDWARE /T BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. LOWER LADDER NOT TO SCALE 3' Y1' DIAMETER SS e — IL AS MECHANICAL PIPING NOTE i SHOWN THIS NEW FOR CLARITY. ACCESS HATCH I I g tz B M70 �.•'b.nc.� > S /CXA'k I)f26/b1 STANOON ADJUSTABLE 4• STAINLESS STEEL PIPE SUPPORT S• ACP TOP COURSE BEEHIVE STRAINER PIPE WET WELL WET WELL UPPER LADDER ' STEEL ANCHOR CONNECTED TO PVC COATED GRC CONDUIT J CONCRETE FOUNDATION 10'x10'x1/2• 12 _ TOPPING GROUT 6' CRUSHED STEEL PLATE KWIK BOLTS, HILTI CONDUIT TO LOAD PANEL I' / I I �� TO SURFACING TOP FINISH GRADE EMBEDDED 4• p!pE FROM WATER METER. PIPE VALVE VAULT. COURSE CLEANING PAD MINIMUM. WASHER, EMBED 4' MINIMUM. iin BACKFLOW PREVENTION AND 1• MIN ANCHOR BOLT TO WALL WITH ENCLOSURE DETAIL NATIVE OR DISTURBED 1. -3. VENT PIPE (TYPICAL) DIAMETER SOIL 6"xl/4* VENT PIPE DISCHARGE DETAIL NOT TO SCALE Is I.E. 2135 rll N ON- SHRINK GROUT, TYP. VENT IN WET WELL NOT TO SCALE 73� r-i NON- SHRINK GROUT, TYP. VEN T IN DRY WELL NOT TO SCALE WM- 27 -2 .900 4 4 � DYNARAILee ISOM SQUARE TUBE LADDER SYSTEM CONSISTING OF Ir DIAMETER FLUTED RUNGS, 1 j- SQUARE TUBE RAILS AND 316 STAINLESS STEEL 12' HARDWARE /T BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. LOWER LADDER NOT TO SCALE 3' Y1' DIAMETER SS e — IL AS MECHANICAL PIPING NOTE i SHOWN THIS NEW FOR CLARITY. ACCESS HATCH I I g tz B M70 �.•'b.nc.� > S /CXA'k I)f26/b1 STANOON ADJUSTABLE LADDER UP EXTENDER PIPE SUPPORT PIPE. MOUNT FLUSH 2' GALVANIZED STEEL PIPE WET WELL WET WELL UPPER LADDER ' STEEL ANCHOR CONNECTED TO PVC COATED GRC CONDUIT J AS REWIRED WALL TO TELEMETRY. % FLOAT G BRACKET _ TOPPING GROUT EWAL OU ACCUUFE. L I r (2) 5/8'0 SS DRILL AND EPDXY VALVE VAULT FLOOR I ANCHOR SYSTEM EQUAL TO HILTI 'HIT CIOO' WITH SS NUT AND CLEANING PAD STAINLESS STEEL CLAMPS AT 3' -0' O.C. WASHER, EMBED 4' MINIMUM. VERTICAL PIPE SUPPORT 2'x%" BENT STAINLESS STEEL NOT TO SCALE 4' 0 SCH 80 PVC ' PIPE. MOUNT FLUSH STAINLESS WITH BOTTOM OF FIBERGLASS BASIN. ' STEEL ANCHOR CONNECTED TO TRANSDUCER CABLE WALL U SECURE TO WALL AND CLEANING PAD WITH STAINLESS STEEL CLAMPS AT 3' -0' O.C. LEVEL TRANSDUCER 2'x%" BENT STAINLESS STEEL ANCHOR BOLT TO WALL WITH J HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8• OFFSET FROM WALL 45' BEVEL -CUT BOTTOM - OF PIPE STARTING AT Top FIBERGLASS BASIN CENTERUNE STAINLESS STEEL CHANNEL OR BENT STAINLESS STEEL, 6' LEVEL TRANSMITTER DETAIL LENGTH. SELECT TO PROVIDE INSIDE CLEARANCE OF J' ON ' NOT TO SCALE ALL SIDES. "x3'x%" BASE PLATE LOWER LADDER SLIDE NOT TO SCALE SAFETY RAIL DETAIL ACCESS TO LOWER ACCESS LADDER SAFETY CHAIN 2 EACH w/ SNAP RING AT MANHOLE WALL. 1' r,• h' D!A SS BAR BENT INTO •U• SHAPE. ANCHOR MIN. 4• INTO WET WELL WALL. / 3/4' SS TUBE FOR HINGE. WELD TO HOOK BAR. 14'x2.0/8• SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. LOWER LADDER HOLD HOOK NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS SCANNED OCT 0 8 2-aefg MARIE MILLER .JAN 24. 2003 RH2 ENGINEERING INC. DATE , AS- BUILTS NO. I i REWSION- rc. . z E to Q J z FQ" �W O_ 0 J V) 20 M 5 0y W W z �z N g W ++ '' may^ �V rA N A_ m 1�1 N EN t91NEE RS PLANNERS SCIENTISTS RH2 ENGINEEPoNG.INC. httlX //.. A2.cw mdb.*hz_ BELLINGF O RFl 3608760936 454 Wet Haden Rand BOTHELLOFFlCE 42.5951.5400 4 1210D W 195th Street S.Re 100 EASTWE TCHEEO ICE S0A6862900 300 Sman street Suit. 5 PORT ORCHARD tCE 3608 %.7960 600 KKea9 Skeet. Suite 101 SCALE: SHOWN 0000900M 1,000— 1" 2' DRAWING IS NOT TO SCALE IF BAR IS NOT Y LONG me DMB G-2 !1L THERMAL MAGNETIC BREAKER L THERMAL OVERLOAD -� MAGNETIC BREAKER ONLY WALL/CEIUNG MOUNTED CIRCUIT BREAKER RILILUMINATED CIRCUIT BREAKER WITH SHADED AA INDICATED CURRENT LIMITING FUSE ® FUSE WALL NTH R MOUNTED BA TERM EMERGENCY LIGHT NTH REMOTE BATTERY FUSED SVWTCH -O FUSE CUTOUT ST SHUNT TRIP SWITCH UNIT SUBSTATION, SWITCHGEAR, MOTOR CONTROL CENTER SURFACE MOUNTED PANELBOARD FLUSHED MOUNTED PANELBOARD CONTROL STATION EQUIPMENT MOUNTING STAND M SINGLE PHASE MOTOR. HORSEPOWER AS NOTED 75 THREE PHASE MOTOR. H'PV HORSEPOWER AS NOTED ' ^` !^I\ L I7 MOTORIZED LOUVER ACTUATOR u I��� /// ��` SAFETY SWITCH COMBINATION MOTOR STARTER AND SAFETY SNITCH O51 S MANUAL MOTOR STARTER OGROUND ROD SIZED PER N.E.C. USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. HH MANHOLE OR HANDHOLE MH ODISCONNECT SNITCH ® STANDARD SWITCH, 120VAC, 20 AMP 3 -WAY SWITCH, 120VAC, 20 AMP SWAY 4- POSITION SWITCH, 120VAC, 20 AMP, ® HOA LABEL SNITCH POSITION HAND - OFF -MOTION -PHOTO FLUORESCENT FIXTURE ��� jjj•����(� WALL/CEILING MOUNTED FIXTURE --{ )jjj����( POLE MOUNTED FIXTURE WALL/CEIUNG MOUNTED ® RILILUMINATED 1 I SHADED AA INDICATED VARH - VARHOUR METER FACE WALL TELEPHONE OUTLET ( +12-) WALL NTH R MOUNTED BA TERM EMERGENCY LIGHT NTH REMOTE BATTERY AM wrA- 27 --42910e O CEILING JUNCTION BOX ELECTRICAL SYMBOLS LEGEND CURRENT TRANSFORMER WALL JUNCTION BOX MOTOR OPERATION COUNTER tf EMERGENCY LIGHT WITH SELF Fil FLOOR JUNCTION BOX VARH - VARHOUR METER WALL TELEPHONE OUTLET ( +12-) CONTAINED BATTERY AM VA - VOLT AMMETER SSRVS HEATER, WATTAGE NOTED WALL TELEPHONE OUTLET ( +60') T SINGLE RECEPTACLE, 120V FLOOR TELEPHONE OUTLET () I&— T UTILITY POLE AND GUY WARE SSR'JS - SOL'0 STATE REDUCED VOLTAGE STARTER �T F FIRE ALARM PULL STATION P - POWER OKIRK KEY INTERLOCK J - INSTRUMENTATION CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR FIRE ALARM FLASHING LIGHT F CJ - CONTROL & INSTRUMENTATION APPROVED EQUAL SINGLE RECEPTACLE, 208V MFIRE ALARM HORN F -�- PIGTAIL. BARE COPPER. LENGTH AS REQUIRED. W MINII VARIABLE FREQUENCY DRIVE • DUPLEX WALL RECEPTACLE , 120V BELL ^' CAPACITOR B Lp WP = WEATHERPROOF G = GROUNDED 6 BUZZER /111^ POWER TRANSFORMER OHEAT DETECTOR IG = ISOLATED GROUND ivy CONTROL POWER TRANSFORMER SOLID NEUTRAL GF = GROUND FAULT INTERRUPTER N ® DUPLEX FLOOR RECEPTACLE, 120V END OF UNE RESISTOR LIGHTING ARRESTOR FACP FIRE ALARM CONTROL PANEL TRANSFORMER SPECIAL PURPOSE WALL RECEPTACLE, -O 0--1II SURGE ARRESTER EOL INSTRUMENT RATING AS NOTED METAL PIPE GROUND O CEILING JUNCTION BOX INSTRUMENT METER CURRENT TRANSFORMER WALL JUNCTION BOX A - AMMETER VAR - VARMETER VOLTAGE TRANSFORMER Fil FLOOR JUNCTION BOX VARH - VARHOUR METER WALL TELEPHONE OUTLET ( +12-) 75WATTS AM VA - VOLT AMMETER HEATER, WATTAGE NOTED WALL TELEPHONE OUTLET ( +60') HEATER FLOOR TELEPHONE OUTLET () I&— T UTILITY POLE AND GUY WARE © POWER VAULT F FIRE ALARM PULL STATION P - POWER OKIRK KEY INTERLOCK J - INSTRUMENTATION CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR FIRE ALARM FLASHING LIGHT F CJ - CONTROL & INSTRUMENTATION APPROVED EQUAL PLUG -IN CONNECTION MFIRE ALARM HORN F L L•J ` PIGTAIL. BARE COPPER. LENGTH AS REQUIRED. W MINII • CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. BELL T CAPACITOR B ENGINE GENERATOR 6 BUZZER ® GENERATOR CONNECTION RECEPTACLE OHEAT DETECTOR SOLID NEUTRAL O SMOKE DETECTOR N FT.] TERMINAL BLOCK END OF UNE RESISTOR LIGHTING ARRESTOR FACP FIRE ALARM CONTROL PANEL -O 0--1II SURGE ARRESTER EOL INSTRUMENT METAL PIPE GROUND GE ELECTRICAL PLUG LIMIT SWITCH LIMIT SNITCH -SQUARE D HEAVY DUTY TYPE C, CLASS MOTION DETECTOR 04,_O 9007 OR APPROVED EQUAL SELECT ACTUATOR LEVER MD ARM BEST SUITED FG MOUNTING ON ACCESS HATCH. PC PHOTO CONTROL CELL - GROUND EYS EXPLOSION PROOF CONDUIT SEAL FITTING CONTACTOR T VACUUM BREAK SNITCH RTM MOTOR RUN TIME METER INDICATE TYPE BY INSTRUMENT METER LETTER A - AMMETER VAR - VARMETER U AH - AMPERE -HOUR VARH - VARHOUR METER PF - POWER FACTOR V - VOLTMETER W - WATTMETER VI H - WATTHOUR METER AM VA - VOLT AMMETER ABBREVIATIONS SPDT - SINGLE POLE, DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW WP - WEATHER -PROOF GFl - GROUND FAULT INTERRUPT P - POWER C - CONTROL J - INSTRUMENTATION PC - POWER & CONTROL CJ - CONTROL & INSTRUMENTATION GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN GN THIS PACE WILL APPEAR IN THIS SET OF PLANS. I THESE DRAWINGS ARE DIAGRAMMATIC ONLY-. EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS. LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER LINE TYPE LEGEND - OHP EXISTING OVERHEAD POWER P EXISTING UNDERGROUND POWER - TEL EXISTING TELEPHONE PROPOSED TELER*NL FA -- FIRE ALARM CONDUIT S SAL 'EXISTING S,',AAL 120 /240 VOLT WIRING 480 VOLT WIRING SIGNAL WIRING - - UNDERGROUND DIRECT BURIAL CABLE WIRING CONNECTED BUS CONDUIT CONCEALED BELOW GRADE, IN SLAB - — — — — - OR WALL LINE TYPE COLOR WALL VARY DEPENDING ON VOLTAGE CONDUIT AND WARE EXPOSED OR SURFACE MOUNTED UNLESS OTHERWASE NOTED. LINE TYPE COLOR WILL VARY DEPENDING ON VOLTAGE - c GROUND CONDUIT RUN UP THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS CONDUIT RUN DOWN THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WALL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS CONDUIT STUBBED UP AND CAPPED. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS HOME RUN TO PANELBOARD OR AS INDICATED CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED n A A FLEXIBLE CONDUIT I CONDUIT WITH SEAL FITTING CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS --�— CALLOUT INDICATING CONDUIT SIZE, NUMBER `)r GRC 2-11-2 AND SIZE OF WIRE CALLOUT INDICATING CONDUIT PER SCHEDULE 1W UNDERGROUND DUCT LINE (CONC. ENCASEMENT) O O O O UNDERGROUND DIRECT BURIAL CONDUITS O O O ^O TWISTED SHIELDED WRE W- s9ocoaF REVISED TO CONFORM TO CONSTRUCTION RECORDS p MARK JAK24. 2003 SCANNED OCT 0 v LeeSd R42 ENGINEERING INC. DATE toH� 011I m- 1p—mw ! {., 3 SIGNS& 11126,01 R1Ai. IFOSS � e SIGNBIt 11/26,01 W O H 1"' Z �z ��WRR O V z JJ A vy � v Lu E-4® V W m W ENGINEERS PLANNERS SCi ENTISTS RH2EMINEERINJ, . htWnw o en,h2.- I.6m72118M BELUN HAMOFFICE 36,1678.0576 454 WMt Hatm Rmd BOTHELL OFFICE 425951.5400 12100 1a In" u.as% es. too EASTW TCHEEOFFICE 5M8K2S00 300 T... Strc L SA 5 PORT ORCHARD OFFICE 360676.7960 600 Um St-L Suits 101 SCALE: SHOWN DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG E -1 ELECTRICAL ENCLOSURE TELEMETRY ANTENNA. TO BE INTRUSION UNIT SWITCH LOCATED IN THE FIELD DURING (TYPICAL EACH DOOR) CONSTRUCTION. ^/ ca+ G /13� � .. ........... ........... .. . ,..... .., ,.,. TELEMETRY PANEL (PROMMUY"m © �3P-30A 3P -30A 480V <� 480V� 42 KAIC 42 KAIC ABOVE GRADE 03 ^t NEUTRAL v"`o i LIMOPENWIELEECTRICALL �ENCLOSUURE WET WELL WET WELL TRANSDUCER. SEE DETAIL ON DWG N0. JG2. DRY WELL / \ _ ___ _._.__ _ _- _- _ ^_— ROSH � 75An I DOORS. _ _ - ._._..__ Z54 - _______ © ___— - -_ _ _ _ _ EQ � o Z55 -� SERVICE DISCONNECT i I I 46DV (; y1 42 KAIC ! ` ! I 100AT I 125AF GENERATOR CONNECTION RECEPTACLE i M2 -OL I j M1 -OL ! ! I I Q 480V - ! SKVA I ©I 240 /�20V ^10 $ i I I ELECTRICAL ENCLOSURE TELEMETRY ANTENNA. TO BE INTRUSION UNIT SWITCH LOCATED IN THE FIELD DURING (TYPICAL EACH DOOR) CONSTRUCTION. ^/ ca+ G /13� � .. ........... ........... .. . ,..... .., ,.,. TELEMETRY PANEL (PROMMUY"m © �3P-30A 3P -30A 480V <� 480V� 42 KAIC 42 KAIC A ROSH i 20An I i ROSH I 03 ^t NEUTRAL v"`o i ! ! I I 20An - I 20an 2OA.n :: METER ! i TB ,))II — I I M nip _ ^_— ROSH � 75An I MANUAL TRANSFER SWITCH M2 -CPT I Mt -CPT NOTE 2 NOTE 2 j 20An 3P -30A I ROSH 480V� 42 KAIC I 2P-125A K SERVICE DISCONNECT i I I 46DV (; y1 42 KAIC ! ` ! I 100AT I 125AF GENERATOR CONNECTION RECEPTACLE i M2 -OL I j M1 -OL ! ! I I Q 480V - ! SKVA I ©I 240 /�20V ^10 $ i I I iM ! �rh SOOAL f 125AF 11 11 I I � III NOT USED i I I 7A NOT USED I I GROUNDING BUS I I I I - - -- - -� BREAKER i 1 I WETDWELL PROVIDES INSULATEDLT AND \ \ 1 1 RACEWAY DESCRIPTION QI I I I I PLASTIC BUSHING. THOMAS AND \ I — — — — — — — \ ( MANUAL TRANSFER SWITCH I ( I I BETTIS 1226 TYPICAL WET WELL / VALVE VAULT AND HAND HOLES. \ PAD -MOUNT TRANSFORMER SERVICE DISCONNECT ' A I I I I GENERATOR CONNECTION RECEPTACLE \ NOT USED \ I III NOT USED T - - -- - - - --� 7A NOT USED I I ,WA N AS I I I - - -- - -� BREAKER i I I ELECTRICAL ENCLOSURE LIGHT I I � 1A IA Al IA 1/2' GRC, 2 -112, 1 -1120 VALVE VAULT RECEPTACLE BREAKER f LEVEL TRANSMITTER BELLOWS ATTACHED F VAULT HED T O SIDE O SUMP PUMP BREAKER A 1' GRC, 3 -110, 4 -114, 1 -ItOG ELECTRICAL VAULT MOTOR STARTER WATERPROOF 1- GRC, 3 -810, 4 -114, 1 -11w PER MANUFACTURE'S MOTOR STARTER A 2' GRC, PUMP 1 JACKETED CABLE MOTOR NO.1 MOTOR STARTER A 2- GRC, PUMP 1 JACKETED CABLE CABLE SPLICE MOTOR STARTER RECOMMENDATIONS 1' GRC, 6 -114 I I I I A 1 -1/2' GRC, JACKETED CABLE LEVEL TRANSDUCER TELEMETRY PANEL (TYPICAL) 2' GRC, 3 -FLOAT CABLES I TELEMETRY PANEL I I I I VALVE VAULT DEICES EYS A NOT USED - I A ANTENNA CABLE TELEMETRY RADIO ANTENNA lAl 1/2' GRC, 2 -114, t -114G INTRUSION ALARM SWITCH CLASS 1 DIVISION ,AREA lAl EYS IA On RECEPTACLE I I I I I I I I CLASS t DIVISION I 1 AREA ELECTRICAL I I I I I I BELOW GRA D E I I I 1 1 j ' PROPOSED ELECTRCAL 3-8 L x I I , I 2 W VAULT SPUCING JACKETED PAYDIER I © UTILITY VAULT COMPANY #I I I A I I I I \ - - - - - - - - - - 4 - - - - -- - / I - - - 233-LA OR EQUAL (TYPICAL). ` — — — — — — — — — — — -- I I \ — — — — — — - 1 \ --------------------------------------- POWER RACEWAY SCHEDULE RACEWAY DESCRIPTION ORIGINATION TERMINATION Q 1 -1/4' GRC, 4 -13 SERVICE DISCONNECT UTILITY METER A 1 -1/4' GRC, 4 -13 UTILITY METER MANUAL TRANSFER SWITCH A 1 -1/4' GRC, 4 -13 m PAD -MOUNT TRANSFORMER SERVICE DISCONNECT A 1 -1/4' GRC, 4 -13 MANUAL TRANSFER SWITCH GENERATOR CONNECTION RECEPTACLE A NOT USED - - A NOT USED - 7A NOT USED - ,WA N AS 2 -112, 1 -112 G TELEMETRY PANEL BREAKER A 1/2' GRC, 2 -j12, 1 -112G ELECTRICAL ENCLOSURE LIGHT BREAKER A. 1/2' GRC, 2 -)112, 1 -1126 WET WELL LIGHT BREAKER Q 1/2' GRC, 2 -112, 1 -1120 VALVE VAULT RECEPTACLE BREAKER A 1/2' GRC, 2 -112, 1 -1126 SUMP PUMP BREAKER A 1' GRC, 3 -110, 4 -114, 1 -ItOG MOTOR N0.1 MOTOR STARTER A 1- GRC, 3 -810, 4 -114, 1 -11w MOTOR Na 2 MOTOR STARTER A 2' GRC, PUMP 1 JACKETED CABLE MOTOR NO.1 MOTOR STARTER A 2- GRC, PUMP 1 JACKETED CABLE MOTOR NO. 2 MOTOR STARTER A 1' GRC, 6 -114 FLOAT SWITCHES TELEMETRY PANEL A 1 -1/2' GRC, JACKETED CABLE LEVEL TRANSDUCER TELEMETRY PANEL A 2' GRC, 3 -FLOAT CABLES FLOATS TELEMETRY PANEL A 1- GRC, 5 -114, 1 -1120 VALVE VAULT DEICES TELEMETRY PANEL A NOT USED - - A ANTENNA CABLE TELEMETRY RADIO ANTENNA lAl 1/2' GRC, 2 -114, t -114G INTRUSION ALARM SWITCH TELEMETRY PANEL lAl 1/2' GRC, 2 -112, 1 -112G On RECEPTACLE BREAKER wr,? — Z7— Z3000 OA UTILITY METER ENCLOSURE - AS APPROVED B PUGET SOUND ENERGY. Q GENERATOR CONNECTION RECEPTACLE - OUTDOOR RATED, 60OV, 100A, 4 -POLE, 3 -WIRE, THREADED CAP, WEATHERPROOF. CROUSE HINDS MODEL NO. AREA10486 OR EQUAL THAT MATCHES CITY'S EXISTING PLUG. © TELEMETRY PANEL - PROVIDED BY CITY, INSTALLED THIS CONTRACT. PROGRAMMING AND CONNECTION TO MASTER BY OTHERS. CONNECT TO PROPOSED SENSORS, ALARMS, AND DEICES. �p WALL MOUNTED INCANDESCENT FIXTURE - EXPLOSION PROOF, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED SERVICE LIGHT BULB. APPLETON PART NOS AALS -75 (BRACKET), AAU -15N (FIXTURE UNIT), AAGU -i (ALUMINUM GUARD) OR EQUALS. FURNISH ALL NECESSARY CONDUIT AND SEALS TO MEET EXPLOSION PROOF CRITERIA. MOUNT AS HIGH AS POSSIBLE ON WALL. O ELECTRICAL EQUIPMENT PANEL LIGHT FIXTURE - INCANDESCENT, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED LIFE BULB. HUBBELL MODEL VX -151 OR EQUAL FO LIMIT SWITCH FOR ACTIVATING PANEL UGHT SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. © INTRUSION ALARM SWITCH - SQUARE D HEAVY DUTY TYPE C. CLASS 9007 OR EQUAL USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. OH CHECK VALVE POSITION OMIT SWITCH - SQUARE D HEAVY DUTY TYPE C. CLASS 9007 OR EQUAL. USE UCUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. SEE DETAIL ON DWG NO. G2. Q FLOW SWITCH - OMEGA MODEL LV -10 OR EQUAL MOUNT TO END OF 1/4' PVC PIPE AND SECURE TO WALL WITH MINIMUM OF TWO STAINLESS STEEL PIPE CLAMPS SWITCH SHALL TRIP AT 1/2' OF WATER LEVEL IN VAULT. © WET WELL LIGHT SWITCH - AC QUIET TYPE 20 AMP SINGLE POLE. O TRANSIENT VOLTAGE SURGE SUPPRESSER - 6'x6'x6' NEMA 4 ENCLOSURE, ORION MODEL ORN -3Y 277/48OV. NO SUBSTITUTION. i I I I� ( T ERATOR NECTION EPTACLE I J 2780 sey n,.a069 � 9 slum n/m/nd wus a tk s7CWz& 11/78/121 [A WP 16 BARE COWER GROUND ELECTRODE CONDUCTORS TO BFP ENCLOSURE Z GROUND ELECTRODE PER N.E.C. — 3/4'x6' LONG COPPER GROUND ROD (TYPICAL ONE ROD EACH OF ELECTRICAL SIDE 0 ENCLOSURE) C 0 O J Q pp� KWH o C h W ui `oil J 1DO AMP FUSED SERICE ,WA N _ ENTRANCE SWITCH, LU Z O VAUD PAD -MOUNT TRANSFORMER SECONDARY 48OV, 3- PHASE, 4W. Al 14 at N IORK KEY INTERLOCK NOTE A KEY OPERATED MECHANICAL SWATCH WILL BE PROVIDED BETWEEN THE UTILITY BREAKER: AND THE GENERATOR BREAKER TO PREWENT BOTH POWER SUPPLIES -. FROM ENERGIZING THE MCC BUS AT THE SAME TIME ISA SYMBOL LEGEND LEVEL SWITCH LEVEL SWITCH SPOT LIMIT SWITCH LT LEVEL TRANSMITTER Iw - ZQao/O REVISED TO CORM TO CONS'i°UCTION REDS MARK MILLER JAN 24, 2003 SCANNED OCT 0 8 RH2 ENGINEERING INC. DATE AS- BUILTS DJB I MM 1 NO. REVISION BY I REVIEW t RH// —,hz Mtp: / /m.A,2can sae onz� 1.87f1120805? azL LINGHAIM OFFICE 360.67 &0636 454 Wt Nvten Rood e nlHELLOFF1CS 4X4515400 12100 NE 195th Sbect %ft 100 Qalr1NQ4ATOR80FFICR SW 898.2900 300 Seth su.L Sul. 5 PORiORCHAPDOFFKC 3608767960 603 lat p SNwL Suite 101 SCALE: SHOWN DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG 24 e SOME E -2 PROPOSED ASPHALT PROPOSED ELECTRICAL WARNING O� 4•4mpf0 NOTE TAPE CENTERED VER EACH ELECTRICAL NOTES ALL CONDUIT INSTALLED IN EARTH 1 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDL ",T UNLESS OTHERWSE NOTED, SZE AS NOTED ON DRAWNG. 2780 SHALL BE CONCRETE ENCASED. SEE CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. DETAIL THIS SHEET. 2. 480 VOLT WRING SHALL BE ROUTED IN SEPARATE CONDUITS FRLW 120 VOLT (AND OTHER VOLTAGE) C,K :;.nTl elCU¢n rf /lAAlt PROPOSED CONCRETE 3. ALL WRE SHALL BE A MINIMUM SZE f 12 UNLESS SHOWN OTHERWSE. - -� - -- PROPOSED CRUSHED SURFACING > "` ;,� ,�; :- / -j %' J, j !' % "i. ^1; Vii; j� ENCASEMENT. MINIMUM OF 3" �� / - % 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY, CONTRACTOR IS RESPONSIBLE F01: EiriaNG CONDUITS IN LOCATION THAT H. CONDUITS. �- SIDES OF WLL NOT CONFLICT WITH EQUIPMENT IN THE VAULT. `,�$�r ••s+ � 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO FOUTE CONDUITS IN A NEAT MANNER, PARALLEL OR �• R PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. PROPOSED STRUCTURAL FILL 1fi727 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES REWIRE A UNK -SEAL FITTING AROUND THE CONDUIT. PENETRATION �br SHALL BE WATERTIGHT. ! gf+ DRIVEWAY CENTERUNE � e ` l - PROPOSED CONDUIT (IYPICAQ sicAf " ff/28/of NATIVE OR DISTURB SOIL ASPHALT PAVING CONCRETE ENCASEMENT DETAIL Q SEE DWG NO. E -2 FOR POWER RACEWAY SCHEDULE NOT TO SCALE DRY WELL VENTING WET WELL DESIGN BY OTHERS ENCLOSURE. SEE -4 FOR DETAILS. TO G.7MESTIC WATER HOOKUP BACKFLOW PREVENTER / x� 4 -T y 0 '.. <y {r a. � �� �� -• - ;I� ®. W Lu ui r Vr 6i r� d n Q W W n tt`x r} ENGINEERS PLANNERS t SCIENTTSrs •C, 'Yi"' 4 . I' S 8.t'�,y �` ?.i f � 5.: £. . %.,i � - �y� r. ,_, e.._ � _ ,, __ .__!.. _ <._:,_.:_:__ _, — �.,.._..:_ _- ✓ ,mow= hU w m1h1.<an . 7 _ —... .x =� .-. —�— .. f .�.;,— —. _:..�_ _,._ _:mss � <. +�.-. � �. :,—. _.. :- •.— .J"—r• '`_:_?r '-.. qj SE1.1.11491HIM orF1c1 7s1.aw <. .. _ .. ..e.. , r S 425.951.5100 W�E ,. .. _..,.. , : >.�:: „_ .,....x, -. .. _i;..,_ . FJ18fY1Q1ATCl�EOFPME - a5 - .< 300 S.. S1rceL Srik S ,- _ ,. P0Ri0Ml01ARD0llfLL 600 q t- sb.k Sate 101 - .v _ .,.. _. ��: •hire.., SCALE: SHOWN E� �CTR!CAL SITE PLAN 0 1" 2- 1' 72' DRAWNG IS NOT TO SCAiE REVISED .iiyCONFOW IF BAR IS NOT 2" LONG TO CONSTRUCTM RECORDS SHOWN M n —DMB E-3 MARK MILLER JAN 24, 2003 —MM SCANNED w u 8 2 PJ12 ENGINEERING INC. DATE we JAN 24, 2003 \C OCT (J aorc: PAG w T A. ,,,,, 2 7 .� d250 AAA 1 AS -%kLTS - -..... LhB NM 1/24/03 a ""� 101.062 f 0 •4 N0. BBY1310N BY REVIER DATE ^KCC -E3 DRIP SHIELD TO PREVENT WATER FROM DRIPPING IN ELECTRICAL EQUIPMENT ENCLOSURE SEE SPECIFICATIONS FOR DETAILS. f 110 I' LOCATE TELEMETRY PANEL PROVIDED BY CITY IN THIS PANEL NOTE: NEMA - 3R ENCLOSURE DOORS NOT SHOWN THIS VIEW FOR CLARITY OF MCC VIEW. 12° L ENGINE GENERATOR RECEPTACLE B' -4° ELECTRICAL PLAN SECTION e 1' = 1' -0° PROVIDE BLACK BACKGROUND PHENDLIC - ENGRAVED WARNING SIGN. BOLT TO ELECTRICAL ENCLOSURE USING (4) 1/4' BOLTS. d MOTOR CONTROL CENTER (MCC) INSTALLED INSIDE NEMA - 3R PADMOUNT ENCLOSURE INSTALL MCC INSIDE ENCLOSURE TO AVOID INTERFERENCE OF MCC SECTION DOORS WITH CROSSBAR 1 FINISH GRADE 0 6' ELECTRICAL HOUSE KEEPING PAD WITH 1' CHAMFERED EDGES ON ALL SIDES. PAD SHALL EXTEND 2' BEYOND ELECTRICAL ENCLOSURE ON ALL SIDES. PA ELBOARD SOURCE 120/240 FCB 100AT DANGE NIGN VOLTAGE FVNR1 II 10 HP I i I i i � i I ! FCB 10DAT ' i I I XFMR 15 KVA I I i SINGLE PHASE I B' -4° ELECTRICAL PLAN SECTION e 1' = 1' -0° PROVIDE BLACK BACKGROUND PHENDLIC - ENGRAVED WARNING SIGN. BOLT TO ELECTRICAL ENCLOSURE USING (4) 1/4' BOLTS. d MOTOR CONTROL CENTER (MCC) INSTALLED INSIDE NEMA - 3R PADMOUNT ENCLOSURE INSTALL MCC INSIDE ENCLOSURE TO AVOID INTERFERENCE OF MCC SECTION DOORS WITH CROSSBAR 1 FINISH GRADE 0 6' ELECTRICAL HOUSE KEEPING PAD WITH 1' CHAMFERED EDGES ON ALL SIDES. PAD SHALL EXTEND 2' BEYOND ELECTRICAL ENCLOSURE ON ALL SIDES. ELECTRICAL HOUSEKEEPING PAD FINISH GRADE ELECTRICAL ENCLOSURE - DOORS CLOSED ELECTRICAL PAD - SIDE VIEW 9 RQ�L 19,5 . ELECTRICAL ENCLOSURE - OBLIQUE VIEW NOT TO SCALE SEE DWG NO E -1 FOR ELECTRICAL EQUIPMENT LEGEND i IV1 ENCLOSURE DOOR ELECTRICAL ENCLOSURE - PLAN VIEW 1' = V -0' —�/ REINFORCE ELECTRICAL HOUSEKEEPING ago/� PAD WITH 14 BAR AT 12. OC EW. ml ¢Y 1 04F80 q 22780 1� 70,,0, stir ID'11E5 J 9 SICKER 11 /26/VI 1P16E9 9 SICKER 11/18/01 Z J y OF LQ W r � ^^W op� .rri SIG J � pOp11 p�p w o IN � Z W W Nui IBM � � J PI 1 � EN INEES P L R S IS nttF. // /.1rem a+c mei6m7►h2Mn 1.8007208052 360.676.6.16 454 Mkt Hmtm R W 8armFIiOPF1Cg 4 %951.5400 12100 NE 195th Street Sane 100 BAST ViRNATCiR= OF►IC= 509.688.2900 300 %— Sweet, Suite 5 PORTORCNAROOFFIC= 380876.7960 6001Gtmp St-1. Suite 101 SCALE: SHOWN REVOM TO M ! O ORAWiNG IS NOT TO SCALE TO OMMUCTI pN RECORDS IF 8AR IS NOT 2' LONG am: 24 oc sn MARK MILLER JAN 24, 2003 oiom4DUB E-4 RH2 ENGINEERING INC. DATE -1rm MN SCANNED OCT 0 8 am- JAN 24, 2003 O _ ___ PAC 0 N0. REVISION Ay OC1nP1• DATE ^-wee KCC E4 s i DANGE NIGN VOLTAGE 7HIGH II DOOR HANDLE (TYPICAL) J I � I � I I ! i � i I ! ELECTRICAL HOUSEKEEPING PAD FINISH GRADE ELECTRICAL ENCLOSURE - DOORS CLOSED ELECTRICAL PAD - SIDE VIEW 9 RQ�L 19,5 . ELECTRICAL ENCLOSURE - OBLIQUE VIEW NOT TO SCALE SEE DWG NO E -1 FOR ELECTRICAL EQUIPMENT LEGEND i IV1 ENCLOSURE DOOR ELECTRICAL ENCLOSURE - PLAN VIEW 1' = V -0' —�/ REINFORCE ELECTRICAL HOUSEKEEPING ago/� PAD WITH 14 BAR AT 12. OC EW. ml ¢Y 1 04F80 q 22780 1� 70,,0, stir ID'11E5 J 9 SICKER 11 /26/VI 1P16E9 9 SICKER 11/18/01 Z J y OF LQ W r � ^^W op� .rri SIG J � pOp11 p�p w o IN � Z W W Nui IBM � � J PI 1 � EN INEES P L R S IS nttF. // /.1rem a+c mei6m7►h2Mn 1.8007208052 360.676.6.16 454 Mkt Hmtm R W 8armFIiOPF1Cg 4 %951.5400 12100 NE 195th Street Sane 100 BAST ViRNATCiR= OF►IC= 509.688.2900 300 %— Sweet, Suite 5 PORTORCNAROOFFIC= 380876.7960 6001Gtmp St-1. Suite 101 SCALE: SHOWN REVOM TO M ! O ORAWiNG IS NOT TO SCALE TO OMMUCTI pN RECORDS IF 8AR IS NOT 2' LONG am: 24 oc sn MARK MILLER JAN 24, 2003 oiom4DUB E-4 RH2 ENGINEERING INC. DATE -1rm MN SCANNED OCT 0 8 am- JAN 24, 2003 O _ ___ PAC 0 N0. REVISION Ay OC1nP1• DATE ^-wee KCC E4 s L1 N1 CRM1 b Bmc DMB F } 12 O PUMP ieart¢ MM J CALL INTERPOSE RELAY PROPOSED CONCRETE W N y MS1 H WITH GALVANIZED n6 m: 101.082 J DIAMOND PLATE COVER NTH LOCKING LATCH. SEE DWG NO. S PUMP RUN V/ ,E2 FOR SIZE AND TYPE. OR1 5� REMOTE 120VDC THERMAL FAIL !F1 z (SHIELDED). CONNECT TO TELEMETRY Y O EE TYPICAL MOTOR CONTROL CONTROL LOGIC 2,7-2,0,00 i NO SCALE PUMP 1 SEAL & THERMAL FAIL RESET PUMP NO. 1 MOTOR PUMP NO. 1 STARTER PUMP NO. 1 OFRTEMP LIGHT (PRESS TO TEST) OVERTEMP RELAY PUMP /SEAL FAIL (PRESS TO TEST) CLASS 1, DIVISION 1 HAZARDOUS AREA POWER AND SENSING J-BOX: XP AND NEMA 4 (0 RING): CUB TYPE NTH TERMINAL STRIP AND DOME COVER. CONTROL J -BOX: NEMA 4. CABLE -TO- CONDUCTOR CONNECTIONS MADE IN L BOXES. BOLT AND TAPE MOTOR LEAD CONNECTIONS. MAKE SENSING AND CONTROL CONNECTONS ON TERMINAL STRIPS. SEE ONE -LINE DIAGRAM FOR NUMBER OF J-BOX REWIRED. 2" C, (MIN), NTH BUSHINGS OR END BELLS FITTING WITH GLAND NUT, NEOPRENE BUSHING AND WIRE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTEN SECURELY TO BOTH SIDES OF HANDHOLE RUNNING TIME METER CL H START COUNTER POWER AND SENSING J -BOX: XP AND NEMA 4 PUMP RUN (0 RING): GUB TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J -BOX: NEMA 4. CABLE -TO- CONDUCTOR CONNECTIONS MADE IN BOXES. MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL'STRIPS. PROVIDE SEPARATE J -BOX FOR EACH FLOAT AND SONIC LEVEL SENSOR. 2- C. (MIN), WITH BUSHINGS OR END BELLS FITTING WITH GLAND NUT, NEOPRENE BUSHING AND NRE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTEN SECURELY TO BOTH SIDES OF HANDHOLE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24. 2003 RH2 ENGINEERING INC. DATE 0 MANHOLE COVER MARKED "ELECTRICAL PROPOSED CONCRETE HANDHOLE, SEE DWG NO. ,E2 FOR SIZE AND TYPE. NON- SHRINK GROUT MINIMUM 12" SLAB BEDDING MATERIAL NATIVE MATERIAL MOTOR SPLICE HANDHOLE NOT TO SCALE NOTE PROVIDE MAXIMUM SEPARATION BETWEEN EACH SPLICE IN ELECTRICAL VAULT. FLOAT SPLICE HANDHOLE PROPOSED BRUSHED I- THICK ALUMINUM PLATE MOUNTED TO VALVE FLANGE. PROPOSED LIMIT SWITCH. SCANNED OCT 0 8 Amp °L s 22780 1. 70y4y at+� kFRf— 3/'./3004' SICNIR 11176/101 SICNH& 11/76/101 NOT TO SCALE NOTE EL PROVIDE MAXIMUM SEPARATION BETWEEN FLOAT SPLICE AND LEVEL TRANSMITTER E N 1 E E R S CABLE IN ELECTRICAL VAULT. C3 E R S SCIENTISTS r-K :a RH2 ENGINEERING. INC. mlp: / /e...m2mm 1.8CO,72Q.PA52 BELLINGHAM OFFICE 360.676.0876 454 Weil HoH00 Rnau BOTHELL OFFICE 1 425.951.5400 12100 If 195th SIr.L S.11. IOU EAST WEHATCHEE OFFICE 509.888.2900 300 Stem SbeiL S.R. 5 PORT ORCHARD OFFICE 360876.7%0 800 KIWp 5Uei4 Su(ls l0l SCALE: SHOWN 0 1" 2" OP,ANNII IS NOT TO SCALE IF BAR IS NOT 2' LONG Y Bmc DMB Z ieart¢ MM O PROPOSED CONCRETE W N y mow H WITH GALVANIZED n6 m: 101.082 J DIAMOND PLATE COVER NTH LOCKING LATCH. SEE DWG NO. RnurE: KCC -E5 V/ ,E2 FOR SIZE AND TYPE. 5� !F1 z J Q O EE LU Q U �:W U ITROL PANEL M r.:, NON - SHRINK GROUT E E LQL iiWi 12" SLAB 4 MINIMUM BEDDING MATERIAL y r NATIVE MATERIAL M V/ NOT TO SCALE NOTE EL PROVIDE MAXIMUM SEPARATION BETWEEN FLOAT SPLICE AND LEVEL TRANSMITTER E N 1 E E R S CABLE IN ELECTRICAL VAULT. C3 E R S SCIENTISTS r-K :a RH2 ENGINEERING. INC. mlp: / /e...m2mm 1.8CO,72Q.PA52 BELLINGHAM OFFICE 360.676.0876 454 Weil HoH00 Rnau BOTHELL OFFICE 1 425.951.5400 12100 If 195th SIr.L S.11. IOU EAST WEHATCHEE OFFICE 509.888.2900 300 Stem SbeiL S.R. 5 PORT ORCHARD OFFICE 360876.7%0 800 KIWp 5Uei4 Su(ls l0l SCALE: SHOWN 0 1" 2" OP,ANNII IS NOT TO SCALE IF BAR IS NOT 2' LONG Y Bmc DMB E-5 ieart¢ MM a� JAN 24, 2103 PAG mow DJB MY 1/24/03 01 n6 m: 101.082 10 REVISION REVIEW I DATE RnurE: KCC -E5 CITY SHOPS (WORK BY OTHERS) PROGRAMMING AND COMMUNICATIONS BY OTHERS. HMI COMPUTER MASTER U TELEMETRY UPGRADES UNIT (MTU) wrk7 - s? - 2,qo, snow L TELEMETRY SYSTEM BLOCK DIAGRAM NO SCALE FIELD DEVICES FIELD DEVICES BY CONTRACTOR. CONDUIT AND WIRE CONNECTION BY CONTRACTOR CONNECTION BY OTHERS. ��a•at • 4ApC$ _ PROPOSED LIFT STATION INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. TELEMETRY PANEL PROVIDED BY CITY, INSTALLED THIS INSTALLED BY CONTRACTOR. 22780 EQUIPMENT PROVIDED BY OTHERS. CONTRACT IN NEMA 3R ENCLOSURE. INSTALLED BY OTHERS. °�I a+47. RTU PROGRAMMING BY OTHERS. E-- 9 TELEMETRY ANTENNA TO BE INSTALLED Y yp>~ AT LOCATION THAT WILL PROVIDE TELEMETRY COMMUNICATIONS TO THE CITYS MTU. ' ,REMOTE -. _ IT. �4�k97p� COORDINATE C MMUNMES DURING P Un IT (R-TU) PUMP CONTROL PANEL CONSTRUCTION ON LOCATION AND SPECIFIC DETAILS. (MLEMMY PANEL) 16727 PROPOSED ANTENNA PROVIDED BY THE CITY. CONTRACTOR INSTALLED. alas e w SIGNED. 1]/867171 MCC PROVIDED AND INSTALLED BY CONTRACTOR. PROPOSED ANTENNA CABLE PROVIDED AND INSTALLED BY CONTRACTOR. -. -. - PARE AND CABLE BY CONTRACTOR. L TELEMETRY SYSTEM BLOCK DIAGRAM NO SCALE FIELD DEVICES FIELD DEVICES BY CONTRACTOR. ,w - 29o°l4 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARX. MILLER JAN 24, 2003 RH2 ENGINEERING INC, DATE J Lu V� H cW ui G -1 W ENGINEERS PLANNERS ip SCIENTISTS Rill E IGINEFF9i6. E41— httQ / / —.A2. on 1.8720.8052 EgLLE GHAMOFPiCE 760.676.0676 454 Nut Halos Rood BOTNELLCFFiCB 4X 5154M 12100 NE 1950, Street, SO. 100 EAST VVlNATCH=OPPIC8 509.8862900 700 %.. 54eet, Suite 5 PORrORCHAMOFFWK 36a 7960 600 *t1 St—L 54. 101 SCALE: 24 1- 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG n: SHOWN ox l —DMB E-6 CONDUIT AND WIRE CONNECTION BY CONTRACTOR CONNECTION BY OTHERS. EQUIPMENT PROVIDED BY CONTRACTOR. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. 1 INSTALLED BY OTHERS. ,w - 29o°l4 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARX. MILLER JAN 24, 2003 RH2 ENGINEERING INC, DATE J Lu V� H cW ui G -1 W ENGINEERS PLANNERS ip SCIENTISTS Rill E IGINEFF9i6. E41— httQ / / —.A2. on 1.8720.8052 EgLLE GHAMOFPiCE 760.676.0676 454 Nut Halos Rood BOTNELLCFFiCB 4X 5154M 12100 NE 1950, Street, SO. 100 EAST VVlNATCH=OPPIC8 509.8862900 700 %.. 54eet, Suite 5 PORrORCHAMOFFWK 36a 7960 600 *t1 St—L 54. 101 SCALE: 24 1- 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG n: SHOWN ox l —DMB E-6 2" SCHEDULE 80 PVC WET WELL AND DRY WELL VENT PIPE SEE SITE PLAN FOR LOCATION OF VENT DISCHARGE SEE DRAWING G -'_ FOR DETAIL OF VENT DISCHARGE. WET WELL \ FINISH INTERIOR OF WETWELL PER SPECIFICATIONS. CENTERLINE OF BASIN INSERT CENTERLINE OF WETWELL AND DR LL LANDING PLATFORM PER Cl OF RENTON STANDARD DETAIL UPPER ACCESS LADDER UNI -HOIST WALL SLEEVE MODEL US 101. INSTALL PER MANUFACTURER'S RECOMMENDATION. COORDINATE WITH CITY FOR DEMONSTRATION OF PROPER OPERATION. INSTALLATION MUST NOT INTERFERE WITH HATCH OPERATION. IF SLEEVE CANNOT BE INSTALLED IN ACCESS OPENING WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID AND INSTALL MAX 12" BACK FROM OPENING. 8" DI GRAVITY SEWER INTAKE SEE DETAIL THIS SHEET 48' ACCESS HATCH. SEE NOTE. ELEVATION VARIES - SEE SITE PLAN Is WET WELL RIM WET WELL VENT -� e--rt- UPPER ACCESS LADDER SAFETY RAIL (TYPICAL) WET WELL CLEANING PAD. SEE DETAIL DRAWING G -1. O0F (7' -0 OP CEN PAD a� 206.5 (9' -6") v 8 SEWER INVERT 20(1.5' (3' -6 ") HIGH LEVEL FLOAT ALARM n 20(1.3' (3' EMERGENCY PUMP START FLOAT � 798.3 V EMERGENC(1Y PUMP STOP FLOAT WET WELL FLOOR wrap -z7 °210oc LOWER ACCESS LADDER PROVIDE FLAT LANDING SURFACE FOR LADDER, IN DOTTOM GROUT. FLOAT MOUNTING BRACKET OUTLINE OF ACCESS HATCH 9, -B. ova L SHACKLE RODS (TYP) SEE NOTE SUMP PUMP DISCHARGE LINE MAINTAIN 3' COVER MINIMUM. SUMP PUMP DISCHARGE. PROVIDE 00! 90' TURNDOWN AND PIPE TO EXTEND BELOW CLEANING PAD SAFETY RAIL SEE DRAWING G-2 FOR DETAIL DRY WELL ACCESS LADDER 50 FEET OF 3/4" INDUSTRIAL GRADE FLEXIBLE WATER HOSE WITH NOZZLE AND STAINLESS STEEL WALL MOUNT RACK. UNI -HOIST WALL SLEEVE MODEL US 101. INSTALL TYPICAL TO WET WELL WATER LINE TO REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. SEE SITE PLAN FOR DETAILS 0 1 Q RJ CONNECTION © 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 56' O BEYOND VAULT. RESTRAINED JOINT PIPE SHALL BE SNAP -LOK, THRUST -LOCK OR APPROVED EQUAL. MEGALUGS 0!9 OTHER SYS 7 6 SHALL NOT BE A CEPTED.TEMS UTILIZING TEETH SHACKLE ROD NV 1C PROVIDE (2) CDR -TEN OR STAINLESS STEEL SHACKLE RODS OF MINIMUM 1/2" DIAMETER WHERE SHOWN ON THE PLANS COAT RODS WITH EPDXY PAINT INSIDE WET WELL AND WHEN BURIED. MOUNT WITH STAINLESS STEEL OR COR -TEN HARDWARE. PROVIDE ADAPTER FROM (3) SHACKLE ROD SYSTEM TO (2) SHACKLE ROD SYSTEM AS NEEDED TO ATTACH TO MULTI/JOINT DISCHARGE ON WETWELL BASIN. CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTION AND RESTRAINT ASSOCIATED WITH MULTI/JOINT CONNECTIONS SHACKLE RODS ADAPTERS AND ALL HARDWARE MUST BE STAINLESS STEEL OR COR -TEN. STRUCTURAL NOTE THIS PLAN IS FOR CO"'TRUCTION OF MECHANICAL AND WETWELL BASIN COMPONENTS OF THE UFFT STATION SEE STRUCTURAL PLAN BY OTHERS FOR CONSTRUCTION OF THE WETWELL AND DRYWELL STRUCTURES. 272.8' (15' -70 ") n FORCE MAIN CENTERLINE v 7' -2" BELOW GRADE Is VAULT FLOOR 0 SUBMERSIBLE SUMP PUMP, SEE SPECS. QZ TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" DISCHARGE O3 4" U SPOOL (FLxPE), APPROX. 164" LENG•N ® 4" DI 90' BEND (FLT!) 05 4" DI PIPE, APPR3X 67" LENGTH j © 4" DI LONG PATIERN MJ SLEEVE O7 4° DI PIPE, APPROX. 93" LENGTH I 8O 4° FCA 0 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO KENNEDY MODEL 106, SEE SPECS t® 4" ECCENTRIC VALVE (FLxFL) w/HANDWHEEL 11 4° O 45' BEND (FL)FL) 1© 4" D1 SPOOL (FLxPE), APPROX. 28° LENGTH 1© 4" DI SPOOL (FLxFL) 24'. LENGTH ® 4" DI WYE (FL.FLxFL) 7© 4" O SPOOL (FLxFL) 20" LENGTH i6 4" MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 1© 4" D1 SPOOL (FL.PE), APPROX. 16" LENGTH 1® 4" FLANGE ADAPTER (FLxRJ) 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REWIRED. ® ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3-4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". ® 3" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR. ® 8" 01 TEE (FLhlxFL) ® 8" DI SPOOL (FLxPE) w/BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED 1U. u4AoG o c _ ONH. i J�IRES JA9 S1GX8k 11/28/Hf y ® J a p CL N Iz Ca J Z V �. Vh a \_ FINISH INTERIOR PIPING PER SPECIFICATIONS. OUTLINE OF ACCESS HATCH i B (1) 120V MIN. 45gpm AT 10' HEAD SUMP PUMP EQUAL TO PACO PIP 701a. PLUMB TO WET WELL ACCESS HATCH NOTE WITH 1%' PIPE INCLUDING CHECK VALVE HATCHES SHALL BE DOUBLE ALUMINUM DIAMOND PLATE ACCESS PROVIDE UNION AND BALL VALVE ON EACH RUN DOORS EQUAL TO LW HATCH TYPE M. DOORS TO LOCK IN VERTICAL OF STRAIGHT PIPE SECURE PIPE TO WALL ALL PIPE FITTINGS TO BE PVC, COPPER OR BRASS POSITION WITHOUT MOVEMENT. DOORS SHALL PROVIDE SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, ODOR RESISTANT SUMP PUMP PIT. SEE DETAIL ' GASKET, RECESS HASP COVERED WITH HINGED LID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND THIS SHEET. FASTENERS SHALL . BE TYPE 316 STAINLESS STEEL ROUTE 1)¢" PVC DRAIN FROM FRAME TO DRAINS SUMP. MOUNT SECURELY WITH Q VALVE NUT EXTENSION. STAINLESS STEEL BRACKETS. PROVIDE ACCESS HATCH WITH TWO STAINLESS STEEL SAFETY CHAINS (ONE AT EACH OPEN END). /4 REBAR 6" O.C. HAND PROVIDE EACH CHAIN WITH ONE STAINLESS STEEL CLEAS GRAP HOOK WITH SAFETY GIP FOR EASY REMOVAL PROVIDE DOORS WITH CAPTIVE BOLTS. ACCESS LADDER 6' DRY Wfll 8" DI GRAVITY SEWER 217.5 (20' -6 ") x TO L -FT STATION. DRY WELL RIM SHACKLE ROD NV 1C PROVIDE (2) CDR -TEN OR STAINLESS STEEL SHACKLE RODS OF MINIMUM 1/2" DIAMETER WHERE SHOWN ON THE PLANS COAT RODS WITH EPDXY PAINT INSIDE WET WELL AND WHEN BURIED. MOUNT WITH STAINLESS STEEL OR COR -TEN HARDWARE. PROVIDE ADAPTER FROM (3) SHACKLE ROD SYSTEM TO (2) SHACKLE ROD SYSTEM AS NEEDED TO ATTACH TO MULTI/JOINT DISCHARGE ON WETWELL BASIN. CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTION AND RESTRAINT ASSOCIATED WITH MULTI/JOINT CONNECTIONS SHACKLE RODS ADAPTERS AND ALL HARDWARE MUST BE STAINLESS STEEL OR COR -TEN. STRUCTURAL NOTE THIS PLAN IS FOR CO"'TRUCTION OF MECHANICAL AND WETWELL BASIN COMPONENTS OF THE UFFT STATION SEE STRUCTURAL PLAN BY OTHERS FOR CONSTRUCTION OF THE WETWELL AND DRYWELL STRUCTURES. 272.8' (15' -70 ") n FORCE MAIN CENTERLINE v 7' -2" BELOW GRADE Is VAULT FLOOR 0 SUBMERSIBLE SUMP PUMP, SEE SPECS. QZ TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" DISCHARGE O3 4" U SPOOL (FLxPE), APPROX. 164" LENG•N ® 4" DI 90' BEND (FLT!) 05 4" DI PIPE, APPR3X 67" LENGTH j © 4" DI LONG PATIERN MJ SLEEVE O7 4° DI PIPE, APPROX. 93" LENGTH I 8O 4° FCA 0 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO KENNEDY MODEL 106, SEE SPECS t® 4" ECCENTRIC VALVE (FLxFL) w/HANDWHEEL 11 4° O 45' BEND (FL)FL) 1© 4" D1 SPOOL (FLxPE), APPROX. 28° LENGTH 1© 4" DI SPOOL (FLxFL) 24'. LENGTH ® 4" DI WYE (FL.FLxFL) 7© 4" O SPOOL (FLxFL) 20" LENGTH i6 4" MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 1© 4" D1 SPOOL (FL.PE), APPROX. 16" LENGTH 1® 4" FLANGE ADAPTER (FLxRJ) 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REWIRED. ® ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3-4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". ® 3" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR. ® 8" 01 TEE (FLhlxFL) ® 8" DI SPOOL (FLxPE) w/BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED 1U. u4AoG o c _ ONH. i J�IRES JA9 S1GX8k 11/28/Hf y ® J a p CL N Iz Ca J Z V �. Vh a I Gi179T17 SEWM INTAKE -A W < i B E:__ ENTIRE OPEN AREA. C (' r W SUMP PUMP F• 16° I IILLER JAN 24 PROPOSED PROFILE VIEW � SCANNED OCT U S – " MAA2 ENGINEERING G INC. GATE -.7 AS- GUILTS om MM —, REVISION BY I REVIEW ;-Li;, In, ERS NNERS SCIENTISTS NH2ENQ9 EWD76. INC h. .dMx&hZ- IAK72A5052 8ELLax*lm OPPICE 360676.06'6 454 Ned Hwlm Rood BOTHELLOFFN= '25951.5400 2TOG w i9l. Swx4 9A. 105 EARTVw01ATC1lE0FV= 50A88629W 300 S.. SbM, s u 5 Pa111*02 rSIAND aLmcc 760876.7960 6[O wdI suwL 5oiix 101 SCALE: SOWN 0 1" 2" DRAWING IS NOT TO SCALE ,JN IS NOT 2" LONG rfm: a 2.4 9s: •n o�DMB M -1 Gi179T17 SEWM INTAKE ° 24" 6" PROVIDE FIBERGLASS i B GRATE TO COVER ENTIRE OPEN AREA. SUMP PUMP F• 16° < ,C... Q VALVE NUT EXTENSION. /4 REBAR 6" O.C. HAND PLACE GROUT BETWEENt; PIPE AND MANHOLE WALL (TYP) 8" GATE VALVE (FLAMJ) 6' 8" DI GRAVITY SEWER L TO L -FT STATION. FORM CHANNEL IN GROUT, GRILL HOLES 4" INTO DRY WELL ROUTE SEWAGE TO GATE VALVE. SUMP PUMP PIT AND EPDXY TO SECURE REBAR l V -0" FOR SUMP PIT (TYPICAL) REVISED CONFORM GRAVITY SEWER INTAKE To CONSTRUCTION RECORDS q q 1, = r -o" qEAU IILLER JAN 24 PROPOSED PROFILE VIEW � SCANNED OCT U S – " MAA2 ENGINEERING G INC. GATE -.7 AS- GUILTS om MM —, REVISION BY I REVIEW ;-Li;, In, ERS NNERS SCIENTISTS NH2ENQ9 EWD76. INC h. .dMx&hZ- IAK72A5052 8ELLax*lm OPPICE 360676.06'6 454 Ned Hwlm Rood BOTHELLOFFN= '25951.5400 2TOG w i9l. Swx4 9A. 105 EARTVw01ATC1lE0FV= 50A88629W 300 S.. SbM, s u 5 Pa111*02 rSIAND aLmcc 760876.7960 6[O wdI suwL 5oiix 101 SCALE: SOWN 0 1" 2" DRAWING IS NOT TO SCALE ,JN IS NOT 2" LONG rfm: a 2.4 9s: •n o�DMB M -1 PAGENTRY COMMUNITIES KENSINGTON CREST C INIUMS SANITARY SEWER LIFT STATION -1 � SCANNED OCT 0 8 0 L REVISED TO CONFORM TO CONSTRUCTION RECORDS NARK MU R JAN 24: 2= ENGNEEIM.INC. DATE t ,iil/ -s9ovo 1. Agp y %27na�0 F539 4 S /Cl/HQ 11/ZS/G1 , Z rn p x� W J W ®O W N �+ W > az N O ZO HN o m ' N 4 a IL v RH2 ENGINEERING, INC. AItR / /m.eh2can 1= 720.11M BELUNGHAMo F10E 76067606M 454 W d Hwt. Rod 170THELLOFFKE 425951.5400 moo R i m str-4 svu tw ' EASTW TCNEEOFFICE 509.6662900 700 9— Sbed, Suite 5 PORT ORCHARD OFFICE 7608767960 600 Kbv Strmt, Suite 101 SCALE: SHOWN 0 I' 2' DRAWING IS NOT TO SCALE F BAR IS NAT 2' L^NG DMB G-3 \ i PAG NT-R--Y-- COMMUNITI I.Q Pte'° WWP - 27 - 2900 KENSINGTON CREST CONDOMINIUMS & LIFT STATION Page 13 of 10 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 RH2 ENGINEERING INC. DATE SCANNED OCT 0 8��. y q 22780 FS.R�ratc44'9` IONAL �' E%PIRE9 ] 19 200 SIGNED: 11126101 Z O H Vl R Z N Z J o � t N Ni Lu az > U H EO•1 Wz � ENGrsINEERS PLANNEt2S SCIENTISTS RH2 ENGiNEER1NG, INC. hltp: /j_rtn2.com ma4bos&rh2.cam 1.800.720.8052 BELLINGHA M OFFICE :60.676.0836 454 West Horton Rad BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite I00 EAST W ENATCHEE OFFICE 509.8861900 300 Si— Street, Suite 5 PORT ORCHARD OFFICE 360,876.7960 600 Kit.p Street Suite 101 SCALE: SHOWN 6m E!93E" 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG nor. , oxc x9. a9emc DMB G-3 nENE MMLM oM JAN 24, 2003 91- N4 -ml FAG ■ ; -: 101.112 ,n WET WELL FINISH INTERIOR OF WETWELL PER SPECIFICATIONS. CENTERLINE OF BASIN INSERT 1 WELL VENT PIPE. SEE SITE PLAN FOR LOCATION OF VENT DISCHARGE. SEE DRAWING G -2 FOR DETAIL OF VENT DISCHARGE. 4}" LOWER ACCESS LADDER PROVIDE FLAT LANDING SURFACE FOR LADDER IN BOTTOM GROUT. �.� FLOAT MOUNTING BRACKET 7 a OUTLINE OF ACCESS HATCH 9'-6- 411 I®?'0° 1, CENTERLINE OF MECHANICAL LEGEND Q1 SUBMERSIBLE SUMP PUMP, SEE SPECS. 20 TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" WETWELL AND DRYWELL DISCHARGE J .,.: - 4° DI SPOOL (FLzPE), APPROX. 164" LENGTH -- -----._.. ;k:1—Ua--------------------- 4" Of 90' BEND (FLxMJ) U5 1 O 4" DI LONG PATTERN MJ SLEEVE U7 LANDING PLATFORM PER CITY ® 4" FCA 09 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL OF RENTON STANDARD DETAIL 10 4° ECCENTRIC VALVE (FLxFL) w/HANDWHEEL 11 4" DI 45' BEND (FLzFI) i© UPPER ACCESS LADDER 13 4" DI SPOOL (FLxFL) 24". LENGTH 14 4" DI WYE (FLxFLxFL) 15 ' 16 � � O ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS SHACKLE RODS (TYP) SEE NOTE. UNI –HOIST WALL SLEEVE MODEL US 107 18 � r 4" DI RESTRAINED JOINT PIPE, LENGTH AS REQUIRED. ©p INSTALL PER MANUFACTURERS RECOMMENDATION. COORDINATE WITH CITY FOR ,z i 21 4" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR, SUMP PUMP DISCHARGE LINE. DEMONSTRATION OF PROPER OPERATION. MUST NOT W7THtl`( © ti LENGTH MAINTAIN 3' COVER MINIMUM. INSTALLATION INTERFERE HATCH OPERATION. IF SLEEVE CANNOT BE r °.L'a`) 1V� w° + SUMP PUMP DISCHARGE. PROVIDE INSTALLED IN ACCESS OPENING WITHOUT ' �( : " 31 90' TURNDOWN AND PIPE TO INTERFERENCE TO HATCH, CORE DRILL LID AND <.?RTz.?,i s,stdz..z�r" EXTEND BELOW CLEANING PAD INSTALL MAX 12" BACK FROM OPENING. j 1 SAFETY RAIL. SEE Y r B DRAWING G -2 FOR 8" Of GRAVITY SEWER INTAKE. SEE J DETAIL. DETAIL THIS SHEET ! 4'x8' ACCESS HATCH. SEE NOTE. ELEVATION VARIES – SEE SITE PLAN WET WELL RIM .RIN-1 :' WET WELL VENT --, UPPER ACCESS LADDER SAFETY RAIL (TYPICAL) —. WET WELL CLEANING PAD. SEE DETAIL DRAWING G -1. 208.0' L –0 ") TOP OF CLEANING PAD IS 206.5' (9' -6 ") ®8 SEWER INVERT 200.5' (3' -6 ") HIGH LEVEL FLOAT ALARM MERGENCY PUMP 2003' (3' -3 ") 'E START FLOAT 198.3' (1' -3 ") ® EMERGENCY PUMP STOP FLOAT n 197.0 (0' -0 ") WET WELL FLOOR W"vP— 2 7 - \ OUTLINE OF ACCESS HATCH (1) 120V MIN. 45gpm AT 10' HEAD SUMP PUMP EQUAL TO PACO PIP 701a. PLUMB TO WET WELL WITH 1 %" PIPE INCLUDING CHECK VALVE. PROVIDE UNION AND BALL VALVE ON EACH RUN OF STRAIGHT PIPE. SECURE PIPE TO WALL. ALL PIPE FITTINGS TO BE PVC, COPPER OR BRASS SUMP PUMP PIT. SEE DETAIL THIS SHEET. 9' -2" BELOW GRADE m� BOTTOM OF SUMP PUMP PIT LOWER ACCESS LADDER STAINLESS STEEL GUIDE RAILS MULTI /JOINT CONNECTION. SEE SHACKLE ROD NOTE. DRY WELL ACCESS LADDER 50 FEET OF 3/4" INDUSTRIAL GRADE FLEXIBLE WATER HOSE WITH NOZZLE AND STAINLESS STEEL WALL MOUNT RACK. UNI –HOIST WALL SLEEVE MODEL US 101, INSTALL TYPICAL TO WET WELL, WATER LINE TO REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. SEE SITE PLAN FOR DETAILS. Rd CONNECTION 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 56' BEYOND VAULT. RESTRAINED JOINT PIPE SHALL BE SNAP –LOK, THRUST –LOCK OR APPROVED EQUAL, M1 19� MEGALUGS OR OTHER SYSTEMS UTILIZING TEETH SHALL NOT BE ACCEPTED. FINISH INTERIOR PIPING PER SPECIFICATIONS. ACCESS HATCH NOTE HATCHES SHALL BE DOUBLE ALUMINUM DIAMOND PLATE ACCESS DOORS EQUAL TO LW HATCH TYPE JD. DOORS TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT. DOORS SHALL PROVIDE SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, ODOR RESISTANT GASKET, RECESS HASP COVERED WITH HINGED LID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE I)¢" PVC DRAIN FROM FRAME TO DRAINS SUMP, MOUNT SECURELY WITH STAINLESS STEEL BRACKETS, PROVIDE ACCESS HATCH WITH TWO STAINLESS STEEL SAFETY CHAINS (ONE AT EACH OPEN END). PROVIDE EACH CHAIN WITH ONE STAINLESS STEEL CLEVIS GRAP HOOK WITH SAFETY CLIP FOR EASY REMOVAL. PROVIDE DOORS WITH CAPTIVE BOLTS. ACCESS LADDER i– DRY WELL 217.5' (20'-6") DRY WELL RIM 212.8' (15-10 ") a� FORCE MAIN CENTERLINE 7' -2" BELOW GRADE VAULT FLOOR m' 24" 6' PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. r.. Pi's �is~x;:��%£✓ �7 ' > , � ISO �3f� SUMP PUMP 16" � v #4 REBAR 6" O.C. a9 HAND PLACE GROUT BETWEEN PIPE AND MANHOLE WALL (TYP) ` 4 °.r. 8" DI GRAVITY SEWER TO LIFT STATION. DR 4' INTO SUMP PUMP PIT VANID LL EPDXY HOLES TO SECURERREBARL FOR SUMP PIT (TYPICAL) PROPOSED PROFILE VIEW rA­ SCANNED OCT 0 8 2061� MECHANICAL LEGEND Q1 SUBMERSIBLE SUMP PUMP, SEE SPECS. 20 TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" --T PAG DISCHARGE O3 4° DI SPOOL (FLzPE), APPROX. 164" LENGTH ® 4" Of 90' BEND (FLxMJ) U5 4" DI PIPE, APPROX, 67" LENGTH © 4" DI LONG PATTERN MJ SLEEVE U7 4° DI PIPE, APPROX. 93" LENGTH ® 4" FCA 09 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO KENNEDY MODEL 106, SEE SPECS. 10 4° ECCENTRIC VALVE (FLxFL) w/HANDWHEEL 11 4" DI 45' BEND (FLzFI) i© 4° DI SPOOL (FLxPE), APPROX. 28" LENGTH 13 4" DI SPOOL (FLxFL) 24". LENGTH 14 4" DI WYE (FLxFLxFL) 15 4" DI SPOOL (FLxFL) 20" LENGTH 16 4" MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED O ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 1© 4° DI SPOOL (FLxPE), APPROX. 16° LENGTH 18 4" FLANGE ADAPTER ( FLxRJ)', 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REQUIRED. ©p ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH Z Q Q = BASE AND RISER PIPE. COVER SHALL READ "SEWER ". 21 4" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR, 8° DI TEE (FLxFLxFL) © 8" 01 SPOOL (FLxPE) w /BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED 24" 6' PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. r.. Pi's �is~x;:��%£✓ �7 ' > , � ISO �3f� SUMP PUMP 16" � v #4 REBAR 6" O.C. a9 HAND PLACE GROUT BETWEEN PIPE AND MANHOLE WALL (TYP) ` 4 °.r. 8" DI GRAVITY SEWER TO LIFT STATION. DR 4' INTO SUMP PUMP PIT VANID LL EPDXY HOLES TO SECURERREBARL FOR SUMP PIT (TYPICAL) PROPOSED PROFILE VIEW rA­ SCANNED OCT 0 8 2061� ENGINEERS iPLA TYNE RS SCIENTISTS GRAVITYSEWER INTAKE RH2 ISHONEEFUNG "ice .0 so0h2rh2.wm maObxQrh2.cam 1" = 2 —0" 1.800.720.8052 BELLINGHAN OFFICE S � 1 360.676.0836 E 454 West est Horton Road BOTHIELL OFFICE 425.951.5400 VALVE NUT EXTENSION. 12100 NE 1951h Street, Suite 100 EAST MtENATCNEE OFFICE 509.8861900 300 Simon Street, Suite 5 8" GATE VALVE (FLxMJ) PORTORCNAROOFFICE 360.876.7960 600 Kitaap Street, Suite 101 FORM CHANNEL IN GROUT, SCALE: SHOWN ROUTE SEWAGE TO GATE VALVE. 0 i" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG -1 24 Dx xo. GRAVITY SEWER INTAKE C C 2' -0" fi m z °'u—xexFn Mm MM z 0 z am JAN 24, 2003 11T No L --T PAG C) m DJB I MM 1/24/03 aosxo.:101 -082 10 O BY VIEW I DATE rc[wwa: KCC –Mt r_ `t7 "-3 a _ 0 z V2 Z O J E La 0L 1.` a 0 17L O sy V V W CL Uj ca H 0 Z Q Q = yF b cWc V/ G ENGINEERS iPLA TYNE RS SCIENTISTS GRAVITYSEWER INTAKE RH2 ISHONEEFUNG "ice .0 so0h2rh2.wm maObxQrh2.cam 1" = 2 —0" 1.800.720.8052 BELLINGHAN OFFICE S � 1 360.676.0836 E 454 West est Horton Road BOTHIELL OFFICE 425.951.5400 VALVE NUT EXTENSION. 12100 NE 1951h Street, Suite 100 EAST MtENATCNEE OFFICE 509.8861900 300 Simon Street, Suite 5 8" GATE VALVE (FLxMJ) PORTORCNAROOFFICE 360.876.7960 600 Kitaap Street, Suite 101 FORM CHANNEL IN GROUT, SCALE: SHOWN ROUTE SEWAGE TO GATE VALVE. 0 i" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG -1 24 Dx xo. GRAVITY SEWER INTAKE C C 2' -0" °'u—xexFn Mm MM (N_, am JAN 24, 2003 11T No L --T PAG AS– BUILTS DJB I MM 1/24/03 aosxo.:101 -082 10 REVISION BY VIEW I DATE rc[wwa: KCC –Mt MANHOLE WALL ANCHOR BOLTS 6 "x5Y2 "xWx5X2" LG FRP T -CL FRP SPACER PLATE (TYP) 4"x4 "xK%7" LG FRP ANGLE (TYP) mIll MANHOLE ALL CONNECTION - PLAN CHANNEL CONNECTION -PLAN NOT TO SCALE NOT TO SCALE 6 "x2 ",v FRP SPACER PLATE (TYP) )" SS FASTNERS (TYP) 4" SS FASTNERS 6 "x5Yy°x)C6X2" LG 6 "x6 "xg" FRP SPACER PLATE (TYP) 4 "x4 "xXx "z7° LG FRP ANGLE (TYP) � 1 WALL MOUNT ANGLE TO BE MATCH DRILLED ATINSTALLATION. MANHOLE WALL CONNECTION - ELEVATION is CHANNEL CONNECTION - ELEVATION NOT TO SCALE NOT TO SCALE SS 2 "xt 1/4" BAR OR DYNARAIL' ISOFR SQUARE TUBE LADDER SYSTE 3 "x3 "x1/2" ANGLE. SECURE TO WET WELL WITH 5/86 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILT[ "HIT C100" WITH SS NUT AND WASHER. 6" EMBEDMENT. CLEANING PI L 2" 8' -10" 12° LADDER SUR SEE DETAIL LOWER LADDEF LADDER UP EXTENDER, SEE DWG N0. G -: ALUMINUM WITH LADDER DETAILS. NON- CORROSIVE HARDWARE. SS 1' DIAMETER ROD WITH NON -SUP FOOTING SURFACE OR DYNARAIL" ISOFR SQUARE TUBE LADDER SYSTEM SS 3 "x3 "0/2" ANGLE LADDER S ABOVE SS 3 "x3 "xt /2" PLATE, BOLT THROUGH GRATING WET WELL UPPER LADDER TO ANGLE BELOW. WET LOWER LADDER `V v11jO- 2 7 ° 29®® 1. = 11-0. 1. _ ,, O" WET WELL G Ai SEE MANHOLE CONNECTION DETAIL LADDER HOLD HOOK. SEE -: DETAIL ON DWG NO. G -2. 2' -3" / UPPER LADDER. SEE rr z DETAIL THIS SHEET. y rrrrrrrr ' MUM n I.T 3 11 aiwn PAG " "x15¢ "xY4 Z 8/8 6 FRP CHANNEL BEAM (TYP)` 3 "x3 "x %" ANGLE GRATING SUPPORT. `e v HS z ` MOLDED TO FIT CURVE OF WALL. ATTACH .«-� '" ` WITH %' EXPANSION ANCHORS (TYP) a ,y^- .r = B/B 10"x2 "x�" CHANNEL BEAM y V/ M w gi SEE CONNECTION DETAILS THIS SHEET ��Ap O MANUFACTURER WITH NON -SLIP r • LADDER NOTES 1. WET WELL LADDER SHALL BE DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM. 2. ANCHORING AND HARDWARE SHALL BE STAINLESS STEEL. 3. LADDERS SHALL BE CONSTRUCTED TO ALL APPLICABLE OSHA STANDARDS. 4. LADDERS SHALL BE CONSTRUCTED MINIMUM 16" WIDE, 12" RUNG SPACING WITH MINIMUM 3/4" DIAMETER OR 2" WIDE RUNGS. DRY WELL Uli°wY01 LADDER HOLD HOOK. SEE DETAIL THIS SHEET AND ON DWG NO. G -1 LADDER SLIDE. SEE DETAIL DWG N0, G -2. F UNI -HOIST WALL SLEEVE ACCESS HATCH OUTLINE FIBERGLASS GRATING. I -PIECE FOR ENTIRE PLATFORM. 1" = 2' -0" CLEANING PAD NOTE USE SADDLE TYPE HOLD -DOWN CLIPS (ASTM A304 STAINLESS STEEL) WITH 3/16 "6 STAINLESS STEEL BOLTS, MINIMUM 4 CLIPS PER PANEL. DRY WELL ACCESS HATCH LADDER UP EXTENDER. ALUMINUM WITH NON - CORROSIVE HARDWARE e p4, DRY WELL LADDER I" = 2'-0" REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 OCT (� ®® RH2 ENGINEERING INC. DATE SCANNED C 4 8 }4s rr z 0 1" 2' DRAWING F BAR IS NOT 2" SCALE IF BAR IS NOT 2" LONG y a. K G.1 z MUM n I.T 3 11 aiwn PAG u Z d `e v HS z u "-j uo moo a z y V/ M w gi SS LADDER FROM VAULT ��Ap O MANUFACTURER WITH NON -SLIP a FOOTING SURFACE OR DYNARAIL- ` ISOFR SQUARE TUBE LADDER ® � Q SYSTEM. LOCATE LADDER AS -°' z yR SHOWN ON PLANS. �g � 0 �a e p4, DRY WELL LADDER I" = 2'-0" REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 OCT (� ®® RH2 ENGINEERING INC. DATE SCANNED C 4 8 }4s rr z 0 1" 2' DRAWING F BAR IS NOT 2" SCALE IF BAR IS NOT 2" LONG y a. K G.1 z MUM n I.T 3 11 aiwn PAG u Z d O :L z C/ r "-j uo moo a z y V/ M w gi Q W ��Ap O cga YJ. a uj ® � Q ua z yR e p4, DRY WELL LADDER I" = 2'-0" REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 OCT (� ®® RH2 ENGINEERING INC. DATE SCANNED C 4 8 }4s SCALE: SHOWN 0 1" 2' DRAWING F BAR IS NOT 2" SCALE IF BAR IS NOT 2" LONG PLOT: 24 a. K G.1 aox z DMB MUM uxre JAN 24, 2003 I.T 3 11 aiwn PAG ,ae xa 101.082 PIEN ;KCC -Gl WSDOT TYPE 2 BOLLARD. INSTALL PER WSDOT STANDARD PLAN H -13a. �-- 1' -6" MIN. --- VENT DISCHARGE ELBOW 4" SHORT RADIUS 90' ELBOW (2) BEEHIVE PIPE TAINLESS STEEL 3" ACP TOP COURSE -� STRAINER i/4" N CONCRETE FOUNDATION 10 "00 "0/2" 12 _/ I ' I � STEEL PLATE (4) 5/8" SS HILTI CONDUIT TO LOAD PANEL 6" CRUSHED KWIK- BOLTS, I I I (""— SURFACING TOP FINISH GRADE EMBEDDED 4" PIPE FROM WATER METER. PIPE TO VALVE VAULT. COURSE MINIMUM BACKFLOW PREVENTION AND ENCLOSURE DETAIL I" MIN. NATIVE OR DISTURBED 1'_3" �- VENT PIPE (TYPICAL) SOIL 6"xl/4" DIAMETER VENT PIPE DISCHARGE DETAIL NOT NOT TO SCALE GFI RECEPTACLE un:�l 12 (MI- BTHS) SS 1 /2 "RANCHOR D NOT TO SCALE 1 *x o q'�." � NON— SHRINK GROUT, TYP, VENT IN DRY WELL NOT TO SCALE NOT TO SCALE DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM CONSISTING OF 11 DIAMETER FLUTED RUNGS, 1 >!" SQUARE TUBE RAILS AND 316 STAINLESS STEEL HARDWARE BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. LOWER LADDER NOT TO SCALE 9 N2" DIAMETER SS a u�ru i 3/4" DIA. REDUCED PRESSURE INSULATED ENCLOSURE WITH VALVE /BACKFLOW PREVENTER DEVICE LOCK, HEAT SOURCE, AND DRAIN EQUAL TO FEBCO MODEL 880. PORTS. LOK BOX, MODEL HB75 '` OR APPROVED EQUAL, CENTER STAINLESS ENCLOSURE OVER PIPING. 3f4" DIA. ISOLATION VALVE, STEEL ANCHOR EACH SIDE AIR GAP DRAIN, ROUTE TO TOPPING GROUT DRAIN PORTS VALVE VAULT FLOOR 3/4" DIA. "Y" STRAINER -� 1 /- 3/4" HOSE BIB GFI RECEPTACLE un:�l 12 (MI- BTHS) SS 1 /2 "RANCHOR D NOT TO SCALE 1 *x o q'�." � NON— SHRINK GROUT, TYP, VENT IN DRY WELL NOT TO SCALE NOT TO SCALE DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM CONSISTING OF 11 DIAMETER FLUTED RUNGS, 1 >!" SQUARE TUBE RAILS AND 316 STAINLESS STEEL HARDWARE BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. LOWER LADDER NOT TO SCALE 9 N2" DIAMETER SS a u�ru i 2 "x%" BENT STAINLESS STEEL, ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8° OFFSET FROM WALL. STAINLESS STEEL CHANNEL OR BENT STAINLESS STEEL, 6" LENGTH, SELECT TO PROVIDE INSIDE CLEARANCE OF J" ON ALL SIDES. i "x3 "x9" BASE PLATE NOT TO SCALE SAFETY RAIL DETAIL I" = 2' -0" ACCESS TO LOWER ACCESS LADDER SAFETY CHAIN 2 EACH w/ SVAP RING AT MANHOLE WALL. NOT TO SCALE ACCESS HATCH WET WELL CLEANING PAD MECHANICAL PIPING NOT SHOWN THIS VIEW FOR CLARITY. LADDER UP EXTENDER WET WELL UPPER LADDER PVC COATED GRC CONDUIT ) TO TELEMETRY. C � / I i P -0" j I STANDON ADJUSTABLE 4" 0 SCH 80 PVC PIPE SUPPORT 2 GALVANIZED STEEL PIPE PIPE. MOUNT FLUSH '` AS STAINLESS REQUIRED STEEL ANCHOR TOPPING GROUT (2 5/8 "0 SS DRILL AND EPDXY VALVE VAULT FLOOR A0DR SYSTEM EQUAL TO HILTI `' I . . "HIT C100" PATH SS NUT AND WASHER, EMBED 4" MINIMUM. SECURE TO WALL AND VERTICAL PIPE SUPPORT 2 "x%" BENT STAINLESS STEEL, ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8° OFFSET FROM WALL. STAINLESS STEEL CHANNEL OR BENT STAINLESS STEEL, 6" LENGTH, SELECT TO PROVIDE INSIDE CLEARANCE OF J" ON ALL SIDES. i "x3 "x9" BASE PLATE NOT TO SCALE SAFETY RAIL DETAIL I" = 2' -0" ACCESS TO LOWER ACCESS LADDER SAFETY CHAIN 2 EACH w/ SVAP RING AT MANHOLE WALL. NOT TO SCALE ACCESS HATCH WET WELL CLEANING PAD MECHANICAL PIPING NOT SHOWN THIS VIEW FOR CLARITY. LADDER UP EXTENDER WET WELL UPPER LADDER PVC COATED GRC CONDUIT ) TO TELEMETRY. C � / I i P -0" j I FLOAT f NG BRACKET EQUAL i OR ACCULIFE. 45' BEVEL -CUT BOTTOM J OF PIPE STARTING AT TOP FIBERGLASS BASIN CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE �" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN. 4" INTO WET WELL WALL. f 3/4" SS TUBE FOR HINGE. I l/J WELD TO HOOK BAR. D INTO SS BAR. BEND EN —T--- END NTO I100K TO CAPTURE LADDER RUNG. LOWER DDER HOLD HOOK NOT TO SCALE REVISED TO CONFORM /'� OCT Q TO CONSTRUCTION RECORDS SCANNED V ® V 2-0&4 MARK MILLER JAN 24 2003 RH2 ENGINEERING INC. DATE Qj I AS- BUILTS N0, I REVISION OOH CT O lh r 1 '4 -, 00, "'o 0 ` w W Z Zz y w oL-L_ a ®A _j CC VO o CC a W Z r " V ca Z� W W z �= N p�p � e�A 1+9 N SNGINEEF2S PLANNERS SClENT15TS RH2 ENGINEERING, INC. http: /h2sam mo06ox6x* �h 2.2.com 1.800.720.8052 BELLINGHANI OFFICE 360.676.0836 454 West Horlan Road BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Wle 5 PORT ORCHARD OFFICE 360.876.7960 600 Kiteap Street, Suite 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG nor: i owc xa cxaxax DMB G -2 RE.— MLM acre JAN 24, 2003 IT xa ailxr: PAG eae xa: 101.082 10 4" 0 SCH 80 PVC Im PIPE. MOUNT FLUSH '` WITH BOTTOM OF STAINLESS FIBERGLASS BASIN. STEEL ANCHOR CONNECTED TO WALL °° TRANSDUCER CABLE gv_ 041" SECURE TO WALL AND PRO CLEANING PAD WITH STAINLESS STEEL NOR CLAMPS AT S -0" O.C. VON, LEVEL TRANSDUCER FLOAT f NG BRACKET EQUAL i OR ACCULIFE. 45' BEVEL -CUT BOTTOM J OF PIPE STARTING AT TOP FIBERGLASS BASIN CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE �" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN. 4" INTO WET WELL WALL. f 3/4" SS TUBE FOR HINGE. I l/J WELD TO HOOK BAR. D INTO SS BAR. BEND EN —T--- END NTO I100K TO CAPTURE LADDER RUNG. LOWER DDER HOLD HOOK NOT TO SCALE REVISED TO CONFORM /'� OCT Q TO CONSTRUCTION RECORDS SCANNED V ® V 2-0&4 MARK MILLER JAN 24 2003 RH2 ENGINEERING INC. DATE Qj I AS- BUILTS N0, I REVISION OOH CT O lh r 1 '4 -, 00, "'o 0 ` w W Z Zz y w oL-L_ a ®A _j CC VO o CC a W Z r " V ca Z� W W z �= N p�p � e�A 1+9 N SNGINEEF2S PLANNERS SClENT15TS RH2 ENGINEERING, INC. http: /h2sam mo06ox6x* �h 2.2.com 1.800.720.8052 BELLINGHANI OFFICE 360.676.0836 454 West Horlan Road BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Wle 5 PORT ORCHARD OFFICE 360.876.7960 600 Kiteap Street, Suite 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG nor: i owc xa cxaxax DMB G -2 RE.— MLM acre JAN 24, 2003 IT xa ailxr: PAG eae xa: 101.082 10 INDICATE TYPI BY INSTRUMENT METER LETTER :;a� R. a w ' ELECTRICAL SYMBOLS LEGEND LINE TYPE LEGEND THERMAL MAGNETIC BREAKER �XL OC MOTOR OPERATION COUNTER OHP EXISTING OVERHEAD POWER u �\ `—° —O ST THERMAL OVERLOAD MAGNETIC BREAKER ONLY CIRCUIT BREAKER CIRCUIT BREAKER WITH CURRENT LIMITING FUSE FUSE SWITCH FUSE CUTOUT SHUNT TRIP EMERGENCY LIGHT WITH SELF CONTAINED BATTERY SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 208V DUPLEX WALL RECEPTACLE , 120V WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GF = GROUND FAULT INTERRUPTER DUPLEX FLOOR RECEPTACLE, 120V SSRVS 1�1 M SSRVS - SOLID STATE REDUCED VOLTAGE STARTER VARIABLE FREQUENCY DRIVE POWER TRANSFORMERJnlypy CONTROL POWER TRANSFORMER P -- , -- -- — FA SIGNAL — — EXISTING UNDERGROUND POWER EXISTING TELEPHONE PROPOSED TELEPHONE FIRE ALARM CONDUIT EXISTING SIGNALFUSED 120/240 VOLT WIRING 480 VOLT WIRING SIGNAL WIRING UNDERGROUND DIRECT BURIAL CABLE WIRING CONNECTED 18727 yyolareae °� �OIYAL �' EXPIRES e a o. SIGNED- ff /26/01 —(V F-- \J AM A - AMMETER VAR - VARMETER AH - AMPERE -HOUR VARH - VARHOUR METER PF - POWER FACTOR W - WATTMETER V - VOLTMETER WH - WATTHOUR METER VA - VOLT AMMETER L AgAG '� x22780 0' yot ea` 6XPiRES a la zoo4 SIGNED, 11126101 ABBREVIATIONS SPOT - SINGLE POLE, DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW WP - WEATHER -PROOF GFI - GROUND FAULT INTERRUPT P - POWER C - CONTROL '. .'. SWITCH UNIT SUBSTATION, SWITCHGEAR, MOTOR CONTROL CENTER SURFACE MOUNTED PANELBOARD RATING IL WALL RECEPTACLE, AS NOTED J CEILING JUNCTION BOX O WAIL JUNCTION BOX TRANSFORMER CURRENT TRANSFORMER J - INSTRUMENTATION PC -POWER &CONTROL CJ - CCNTROL & INSTRUMENTATION , _ — _ — — — BUS CONDUIT CONCEALED BELOW GRADE, IN SLAB OR WALL. LINE TYPE COLOR WILL VARY DE ON VOLTAGE CONDUIT NDUIT AND WIRE EXPOSED OR SURFACE MOUNTED UNLESS OTHERWISE NOTED. LINE TYPE COLOR ELL VARY DEPENDING ON VOLTAGE NOTES GENERAL NOTE 1. THIS IS STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE MALI APPEAR IN THIS SET OF PLANS, �J VOLTAGE TRANSFORMER � � — V - -- - GROUND FLUSHED MOUNTED PANELBOARD CONDUIT RUN UP THROUGH DEVICE OR FLOOR. � FLOOR JUNCTION BOX THESE DRAWINGS ARE DIAGRAMMATIC ONLY, EXACT LOCATIONS OF ELECTRICAL EQUIPMENT n 0 LINE TYPE AND COLOR WILL VARY DEPENDING —O— M CONTROL STATION EQUIPMENT MOUNTING STAND SINGLE PHASE MOTOR.+ HORSEPOWER AS NOTED WALL TELEPHONE OUTLET ( +12 ") WALL TELEPHONE OUTLET ( +60 ") FLOOR TELEPHONE OUTLET ❑ 75WATTS �N/ P— l HEATER &— HEATER, WATTAGE NOTED UTILITY POLE AND GUY WIRE SH2. ALL BE DETERMINED IN THE FIELD BY THE ENGINEER, THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED REASON. NO PAYMENTEW9LL BE MADE FOR CONDITIONS. CHANGES WHICHFHAVE NOT INFORMATION FAVORABLY REVIEWED BY THE ENGINEER. ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. CONDUIT RUN DOWN THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WALL VARY REQUIREIMENTTS. THE VOLTAGE AND INSTALLATION CONDUIT STUBBED UP AND CAPPED. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. N y ~ A O 1� Grp z N Uj W 75 HP />\\ St THREE PHASE MOTOR. HORSEPOWER AS NOTED MOTORIZED LOUVER ACTUATOR SAFETY SWITCH COMBINATION MOTOR STARTER AND SAFETY SWITCH MANUAL MOTOR STARTER FIRE ALARM PULL STATION FIRE ALARM FLASHING LIGHT r FIRE ALARM HORN r © OK ® --��— /�— `C'l ® POWER VAULT KIRK KEY INTERLOCK CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. PLUG -IN CONNECTION PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. CA a O lot CA -� �I,Ir� HOME RUN TO PANELBOARD OR AS INDICATED CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED FLEXIBLE CONDUIT CONDUIT WITH SEAL FITTING OOF CONDUIT RUN. MARKS INDICATE NUMBER CONDUCTORS 7-. O ® H rr N' V2 V W "fy O E z go w N z 1;R7;i A of J M M J IWi >4 U �Uj: L Iw" M (j �° Q W V/ OEXOTHERMIC HH MH ® O5 ®3WAY GROUND ROD SIZED PER N.E.C. USE WELD CONNECTION AT THE GROUND ROD. MANHOLE OR HANDHOLE DISCONNECT SWITCH STANDARD SWITCH, 120VAC, 20 AMP 3 -WAY SWITCH, 120VAC, 20 AMP BELL u BUZZER HEAT DETECTOR O S SMOKE DETECTOR S TB CAPACITOR ENGINE GENERATOR GENERATOR CONNECTION RECEPTACLE SOLID NEUTRAL TERMINAL BLOCK O Q� Z d a1 O _c � 7 a Qv° r � GR C 2 - G` 2-#12 — 100 —� O O O —® T INDICATING CONDUIT SIZE, NUMBER A AND SIZE OF WIRE. CALLOUT INDICATING CONDUIT PER SCHEDULE UNDERGROUND DUCT LINE (GONG. ENCASEMENT) UNDERGROUND DIRECT BURIAL CONDUITS E Lj G 1 T V R FS RH2 ENGINEERING, INC. ltoP: *h2(n2.com m aSn oXanz. «n 1.800710.8052 ®HOA 4- POSITION SWITCH, 1 120VAC, 20 AMP, LABEL SWITCH POSITION HAND -OFF- MOTION -PHOTO END OF LINE RESISTOR LA �' C/] NIWO O O O O BELIi0 OFFICE 360.676.08336 6 454 west Horton Ro°e FLUORESCENT FIXTURE /�I-1 ARE ALARM CONTROL PANEL EALI- LIGHTING ARRESTOR � ---I EfC' TWISTED SHIELDED WIRE azOTHELL OFFICE NE 195th SUH Suite 100 —O c)-d II SURGE ARRESTER Z EAST W ENATGHEE OFFICE EA5 509.886.2900 300 5i— st—t, Sub 5 WALL /CEILING MOUNTED FIXTURE EOE INSTRUMENT METAL PIPE GROUND - - - -- - - - - - -- - - -� FORT ORCHARD RD OFFICE 360.876.796.79 60 600 Kitsap Street, Su to 101 M POLE MOUNTED FIXTURE GE ELECTRICAL PLUG MD MOTION DETECTOR LIMIT SWITCH O LIMIT SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR APPROVED EQUAL. SELECT ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING ON ACCESS HATCH. - SCALE: SHOWN -� � 0 1" 2" WALL /CEILING MOUNTED EXIT LIGHT - D IRECTIONAL ARROW WHERE INDICATED SHADED AREA INDICATED ILLUMINATED FACE WALL /CEILING MOUNTED EMERGENCY LIGHT WITH REMOTE BATTERY rr 2 7 � � PC PHOTO CONTROL CELL O ® EYS EXPLOSION PROOF CONDUIT SEAL FITTING T CONTACTOR RTM MOTOR RUN TIME METER I 1 — GROUND VACUUM BREAK SWITCH SCANNINED Vv/9B ®�i �e CC OCT ® Q y Q 4. REVISED TO TO CONSTRUCTION MARK MILLER R12 ENGINEERING INC. CONFORM RECORDS JAN 24 2003 DATE DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG aov 1 pwc xn E -1 unx� De mm. JA o4re JAN 24, 2003 "nGi "n J 10 mar; PAG ",uL- 101.082 RE�+u>EKCC -Et WET WELL I� o a H P LS, o L ml (PROVIDED SYCITY) 480v © 42 KAIC ELECTRICAL ENCLOSURE TELEMETRY ANTENNA. TO BE LIMIT SWITCH TO TURN ON WITH INTRUSION LIMIT SWITCH LOCATED IN THE FIELD DURING OPEN ELECTRICAL ENCLOSURE (TYPICAL EACH DOOR) CONSTRUCTION. DOORS. QE L a o ZS5 Q Q o S4 IA Q 600 AMP BUS, 480 VOLT, 6OHz, 30, 3 WIRE, 42,000 AIC 3P -30A 480V 42 KAIC 1.." 1 NOTE 2 L_. M2 -OL MI-OL 20A-,......._i z0k VI-CPT 20A ', __� I 3P 30A NOTE 2 ! I ----------- 1 480V,' 42 KAIC �y I I 2P -125A 1 480V 42 KAIC 480V - 5KVA Y I t i1'L I /IG 4 �, �� i 240/12OV m 10 1 ` WP x r I sra I ar r u,- -. ._.- ---- .-- -- - — - -- -' - -- -- __T f -- -- - f--- - - - - -- CNUIT WELL. 1INSULLATEDLT AND IA PLASTIC BUSHING. THOMAS AND I ( BETTIS #226 TYPICAL WET WELL, — — VALVE VAULT AND HAND HOLES. \ BFP ENCLOSURE AI A I I LEVEL TRANSMITTER BELLOWS I I I I ATTACHED TO SIDE OF VAULT ELECTRICAL VAULT I PER MANUFACTURE'S WATERPROOF RECOMMENDATIONS CABLE TYPICAL) EYS )( I I I I ( ( ( I I CLASS 1 DIVISION EYS 1 AREA �� CLASS 1 DIVISION IQ i AREA ELECTRICALVAULT I j BELO GRADEI PROPOSED ELECTRICAL S -8" L x I I I I I I ( 11... 2' -B" W x S -6" H' ELECTRICAL VAULT FOR SPLICING JACKETED _ _ _ _ _ _ CABLE BUILDING WIRE. I-7f- I UTILITY VAULT COMPANY MODEL # � I A � I I \� \ — — — — — — — T � — — — � / ( 233 -LA OR EQUAL. (TYPICAL). — — — — — — — — — — — — --- -------- ______ _— ______ — — — - -� � 1 --------------------------------- --- POWER RACEWAY SCHEDULE RACEWAY DESCRIPTION ORIGINATION TERMINATION Qj 1 -1/4" GRC, 4 - #3 SERVICE DISCONNECT UTILITY METER Q 1 -1/4" GRC, 4 - #3 UTILITY METER MANUAL TRANSFER SWITCH Q 1 -1/4" GRC, 4 - #3 Q1 PAD -MOUNT TRANSFORMER SERVICE DISCONNECT 4 1 -1/4" GRC, 4 - #3 MANUAL TRANSFER SWITCH GENERATOR CONNECTION RECEPTACLE Q NOT USED - - Q NOT USED - - Q NOT USED - - RQ 2 - #12, 1 - #12 G TELEMETRY PANEL BREAKER Qg 1/2" GRC, 2 - #12, 1 - #12G ELECTRICAL ENCLOSURE LIGHT BREAKER A 1/2" GRC, 2 - #12, 1 - #12G WET WELL LIGHT BREAKER Oj 1/2" GRC, 2 - #12, 1 - #12G VALVE VAULT RECEPTACLE BREAKER Q 1/2" GRC, 2 - #12, 1 - #12G SUMP PUMP BREAKER Q 1" GRC, 3 - #10, 4 - #14, 1 - #10G MOTOR N0, 1 MOTOR STARTER 1" GRC, 3 - #10, 4 - #14, 1 - #10G MOTOR NO. 2 MOTOR STARTER Q 2" GRC, PUMP 1 JACKETED CABLE MOTOR NO. 1 MOTOR STARTER A 2" GRC, PUMP i JACKETED CABLE MOTOR NO. 2 MOTOR STARTER Q 1" GRC, 6 - #14 FLOAT SWITCHES TELEMETRY PANEL A 1 -1/2" GRC, JACKETED CABLE LEVEL TRANSDUCER TELEMETRY PANEL ' A 2" GRC, 3 -FLOAT CABLES FLOATS TELEMETRY PANEL A 1" GRC, 5 - #14, 1 - #12G VALVE VAULT DEVICES TELEMETRY PANEL 0 NOT USED - - 0 ANTENNA CABLE TELEMETRY RADIO ANTENNA' Q 1/2" GRC, 2 - #14, 1 - #14G INTRUSION ALARM SWITCH TELEMETRY PANEL A 1/2" GRC, 2 - #12, 1 - #12G GFI RECEPTACLE BREAKER ltiw�- Z7 ELECTRICAL EQUIPMENT LEGEND AQ UTILITY METER ENCLOSURE - AS APPROVED B PUGET SOUND ENERGY. BO GENERATOR CONNECTION RECEPTACLE - OUTDOOR RATED, 60OV, 100A, 4 -POLE, 3 -WIRE, THREADED CAP, WEATHERPROOF. CROUSE HINDS MODEL NO. AREA10486 OR EQUAL THAT MATCHES CITY'S EXISTING PLUG. © TELEMETRY PANEL - PROVIDED BY CITY, INSTALLED THIS CONTRACT. PROGRAMMING AND CONNECTION TO MASTER BY OTHERS. CONNECT TO PROPOSED SENSORS, ALARMS, AND DEVICES. DO WALL MOUNTED INCANDESCENT FIXTURE - EXPLOSION PROOF, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED SERVICE LIGHT BULB. APPLETON PART NOS. AALB -75 (BRACKET), AAU -15N (FIXTURE UNIT), AAGU -1 (ALUMINUM GUARD) OR EQUALS. FURNISH ALL NECESSARY CONDUIT AND SEALS TO MEET EXPLOSION PROOF CRITERIA, MOUNT AS HIGH AS POSSIBLE ON WALL. EQ ELECTRICAL EQUIPMENT PANEL LIGHT FIXTURE - INCANDESCENT, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED LIFE BULB. HUBBELL MODEL VX -151 OR EQUAL, 0 LIMIT SWITCH FOR ACTIVATING PANEL LIGHT. SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. © INTRUSION ALARM SWITCH - SQUARE D HEAVY DUTY TYPE C. CLASS 9007 OR EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. OH CHECK VALVE POSITION LIMIT SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. SEE DETAIL ON DWG NO. G2. �K FLOOD SWITCH - OMEGA MODEL LV -10 OR EQUAL. MOUNT TO END OF 1/4" PVC PIPE AND SECURE TO WALL WITH MINIMUM OF TWO STAINLESS STEEL PIPE CLAMPS. SWITCH SHALL TRIP AT 1%2" OF WATER LEVEL IN VAULT, © WET WELL LIGHT SWITCH - AC QUIET TYPE 20 AMP SINGLE POLE. QM TRANSIENT VOLTAGE SURGE SUPPRESSER - 6 "x6 "x6" NEMA 4 ENCLOSURE, ORION MODEL ORN -3Y 277/48OV. NO SUBSTITUTION. KIRK KEY INTERLOCK NOTE A "" O PERATED MECHANICAL SWITCH WILL BE PROVIDED BETWEEN THE UTILITY r 1� BREAKER 'AND THE GENERATOR BREAKER TO PREVENT BOTH POWER SUPPLIES... ..FROM EERGIZING THE MCC BUS AT THE SAME TIME. ISA SYMBOL LEGEND LEVEL SWITCH OLEVEL SWITCH SPOT LIMIT SWITCH LT LEVEL TRANSMITTER �I o iDOAI 125AF O K L i / 100AT ` -�• 7 f GENERATOR CONNECTION 25AF Q RECEPTACLE #6 BARE COPPER GROUND 1 ELECTRODE CONDUCTORS TO J GROUND ELECTRODE PER N.E.C. 3/4"x8' LONG COPPER GROUND ROD (TYPICAL ONE ROD EACH SIDE OF ELECTRICAL ENCLOSURE) 100 AMP FUSED SERVICE ENTRANCE SWITCH. PAD -MOUNT TRANSFORMER SECONDARY 48OV, 3- PHASE, 4W. KWH iA7 M., Wwjr 'm Z7 - 2900 KENSINGTON CREST CONDOMINIUMS & LIFT STATION Pazue 18 of ,l10 REVISED TO CONFORM TO CONSTRUCTION RECORDS p9 C OCT MARK MILLER JAN 24 2003 SCANNED C ® 9 RH2 ENGINEERING INC. DATE AS- BUILTS I DJB I MM 1 1 REVISION 4LASA 9 a sy, LG �R o •y 22780 TRsats ERe� ONAL �, EMPIRES } 19 200h SIGNED: 11126101 SIGNED: 11126101 • a ,- • U. JAN 24, 2003 awe PAG .Im xa; 101.082 �tiy0a rs r abpCG a q 22780 ANAL 41t EXPIRES J 19 200s SICNED: H 126101 EXPIRES 8 2 Oa SICNED.• 11126101 -27- 0 ELECTRICAL SITE PLAN I.= 2- REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24. 2003 ED SCANNSCANNED OCT 0 8 R112 ENGINEERING INC. DATE 1 AS- BUIITS I N0. I REVISION 1 DRIP SHIELD TO PREVENT WATER FROM DRIPPING IN FRONT OF THE PANEL. ELECTRICAL EQUIPMENT ENCLOSURE. SEE SPECIFICATIONS FOR DETAILS. 'LOCATE TELEMETRY PANEL PROVIDED BY CITY IN THIS PANEL. NOTE: NEMA - 3R ENCLOSURE DOORS NOT SHOWN THIS VIEW FOR CLARITY OF MCC VIEW. ENGINE GENER/ RECEPL PROVIDE BLACK BACKGROUND PHENOLIC - ENGRAVED WARNING MOTOR CONTROL CENTER (MCC) INSTALLED INSIDE NEMA - 3R PADMOUNT ENCLOSURE. INSTALL MCC INSIDE ENCLOSURE TO AVOID INTERFERENCE OF MCC SECTION DOORS WITH CROSSBAR FINISH GRADE ®l \L HOUSE KEEPING PAD :HAMFERED EDGES ON ALL SAD SHALL EXTEND 2° BEYOND ELECTRICAL ENCLOSURE ON ALL SIDES. I ELECTRICAL HOUSEKEEPING PAD OBLIQUE ELECTRICAL ENCLOSURE - 1 ' 1. - V -0„ - I—Li/ C17 z Cn z O Oak n Cr] N O O C i 'T7 Ln 0 7 NOT TO SCALE SEE DWG NO. E -1 FOR ELECTRICAL EQUIPMENT LEGEND ELECTRICAL ENCLOSURE - PLAN VIEW ENCLOSURE DOOR 1" = 1' -0" 20 REINFORCE ELECTRICAL HOUSEKEEPING PAD WITH #4 BAR AT 12' OC EW, REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RH2 ENGINEERING INC. DATE SCANNED OCT 0 8 Zcc9t _ Qj AS- BUILTS DJB N0. I REVISION HY ❑A ��s °c • aA„AAG2 i 22780 �b Reaiaxese °` E%PIPES } 19 2004 SIGNED: 11126101 E#+I6ES 8 2 O4 SIGNED: 11126101 HO Z ®14 E IaA- V! W LL go _j 0 ®� W E~ Pq V W W F- 6i 0 Uj W 30° ENG1NE RS P LA�1 tVERS SCIENTISTS RH2 ENGIHEMNG, hltp: / /., .rh2L. 1NC. ,,&baxWh2.mm 1.800.720.8052 SO-UNGHAM OFFICE 360.676.0836 454 West Horton R.d SOTHELLOFFICE 425.957.5400 12100 NE 1951h Street, Suite 100 MAS i' WENATCH EE OFFICE 509.886.2900 300 S.DD Sheet, Suite 5 PORTORCHARD OFFICE 360.876.7960 600 Kitmp SI-t, Suite 101 SCALE: SHOWN 0 1" 2" DRAWNG IS NOT IF BAR IS NOT TO SCALE 2" LONG "T: 24 6m xa --Amt DMB E-4 atxExEO: MM DAR JAN 24, 2003 91Hp° w— PAG I/03 - AD.: 101.082 10 TE —lANE:KCC -E4 L III CRM1 120V PUMP CALL INTERPOSE RELAY MS`T—__— PUMP RUN OR1 REMOTE 120VDC THERMAL FAIL (SHIELDED). CONNECT TO TELEMETRY Y ssx v. 1 PUMP 1 SEAL & THERMAL FAIL RESET PUMP NO. 1 MOTOR PUMP N0, 1 STARTER PUMP NO. 1 OVERTEMP LIGHT (PRESS TO TEST) OVERTEMP RELAY PUMP/SEAL FAIL (PRESS TO TEST) CLASS 1, DIVISION 1 HAZARDOUS AREA POWER AND SENSING J —BOX: XP AND NEMA 4 (0 RING): GUS TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J —BOX: NEMA 4, CABLE —TO— CONDUCTOR CONNECTIONS MADE IN BOXES. BOLT AND TAPE MOTOR LEAD - --_.-----_ CONNECTIONS. MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL STRIPS. SEE ONE —LINE DIAGRAM FOR NUMBER OF J —BOX REQUIRED. 2" C, (MIN), WITH BUSHINGS OR END BELLS FITTING WITH GLAND NUT, NEOPRENE BUSHING AND 'ORE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTEN SECURELY TO BOTH SIDES OF HANDHOLE RUNNING TIME METER CLI H START COUNTER POWER AND SENSING J —BOX: XP AND NEMA 4 (0 RING): GUS TYPE WITH TERMINAL STRIP AND PUMP RUN DOME COVER. CONTROL J —BOX: NEMA 4. CABLE —TO— CONDUCTOR CONNECTIONS MADE IN BOXES. MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL STRIPS. PROVIDE SEPARATE J —BOX FOR EACH FLOAT AND SONIC LEVEL SENSOR. 2" C, (MIN), WITH BUSHINGS OR END BELLS FITTING 'NTH GLAND NUT, NEOPRENE BUSHING AND ORE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTEN SECURELY TO BOTH SIDES OF HANDHOLE L RBS MANHOLE COVER MARKED "ELECTRICAL" PROPOSED CONCRETE HANDHOLE, SEE DWG NO. JE2 FOR SIZE AND TYPE. PUMP CONTROL PANEL SEAL (TYPICAL). 1 `� � NON— SHRINK GROUT xj s MINIMUM 12" SLAB BEDDING MATERIAL �o�����Y�.\ �G�!:,a�.S` � NATIVE MATERIAL NOT TO SCALE NOTE PROVDE MAXIMUM SEPARATION BETWEEN EACH SPLICE IN ELECTRICAL VAULT. FLOAT SPLICE HANDHOLE NOT TO SCALE PROPOSED CONCRETE HANDHOLE WITH GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH. SEE DWG N0. JE2 FOR SIZE AND TYPE. '.TROL PANEL NON— SHRINK GROUT MINIMUM 12" SLAB BEDDING MATERIAL NATIVE MATERIAL NOTE _ PROVIDE MAXIMUM SEPARATION BETWEEN FLOAT SPLICE AND LEVEL TRANSMITTER CABLE IN ELECTRICAL VAULT. REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 RH2 ENGINEERING INC. DATE PROPOSED BRUSHED )' THICK ALUMINUM PLATE MOUNTED TO VALVE FLANGE, PROPOSED LIMIT SWITCH. SCANNED OCT 0 8 AS —BUILT REVISION t� •. 'tom � i<;'. �O4 °e eA3y��G� 22780 �.2�RPoisTee�°Ot� TONAL V ", E%PIRE6 3 19 20a4 SIGNED: 11126101 E %PIKES 8 2 Of SIGNED: 11126101 Z W zz NQ 0 ~ IZ xz 0 U s TW,AA N/ E Z J w ~ LJ.1 0 CA � � _ v� z q E PIG INEEftS PLAN NEi2 S1 SCIENTISTS RH2 ENGINEERING, INC. http:J*h2 h2.wm 0axQPo2mm 1.8 1.800.720.8052 BELLINGHAM OFFICE 360.676.0836 454 West Horton Road BOTHELL OFFICE 425.951.5400 t2100 NE 195th Street, Suite 10 EAST WF_NATCHEE OFFICE 509.886.2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360.876.7960 600 Mtsop Street, Suite 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG a,T: i DK xa uw mDMB E -5 Rsesxm MM Dnre JAN 24, 2003 SETT K alolr: PAG ° roe xo.: 101.082 10 faTxu¢: KCC —E5 i =I oll-Lei RY-1 111% PROGRAMMING AND COMMUNICATIONS BY OTHERS. I I IT, F-IT-7 �� � PROPOSED LIF7 STATION TELEMETRY PANEL PROVIDED BY CITY, INSTALLED THIS CONTRACT IN NEMA 3R ENCLOSURE. RTU PROGRAMMING BY OTHERS. TELEMETRY ANTENNA TO BE INSTALLED AT LOCATION THAT WILL PROVIDE COMMUNICATIONS TO THE CITY'S MTU, COORDINATE WITH CITY OF RENTON AND PAGEANTRY COMMUNITIES DURING CONSTRUCTION ON LOCATION AND SPECIFIC DETAILS. PROPOSED ANTENNA PROVIDED BY THE CITY. CONTRACTOR INSTALLED. PROPOSED ANTENNA CABLE PROVIDED AND INSTALLED BY CONTRACTOR. TELEMETRY SYSTEM BLOCK DIAGRAM NO SCALE MCC PROVIDED AND INSTALLED BY CONTRACTOR. WIRE AND CABLE BY CONTRACTOR. FIELD DEVICES BY CONTRACTOR. LEGEND CONDUIT AND WIRE CONNECTION BY CONTRACTOR CONNECTION BY OTHERS, REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RH2 ENGINEERING INC. DATE L AS �94p4 T sNp`"Gy 22790 Rsors eyO �� ZONAL EXPIRES 3 f9 2004 SIGNED: 11126101 EXPIRES 8 2 04 SIGNED: 11126101 y W so N H o E � W x 2 H ci W r� pV- A d 7; RH2 ENIGMEERING, INC. maAboxPh2.can 1.800720.8052 19ELLINGHAM OFFICE 360.676.0836 454 West Horton Rood SOTHELLOFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST YVENATCPiEE OFFICE 509.8861900 300 5mon Street, Suite 5 FORTORCHARD OFFICE 360.876.7960 600 Kitsop Street, Suite 101 SCALE: 24 r 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG nor. SHOWN Mxa 0vaxrER:DMB E -S REI- MM 041E JAN 24, 2003 1 11T I eum PAG oox� 101.082 10 ruxua: KCC -E6 EQUIPMENT PROVIDED BY CONTRACTOR. INSTALLED BY CONTRACTOR. ' EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY OTHERS. REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RH2 ENGINEERING INC. DATE L AS �94p4 T sNp`"Gy 22790 Rsors eyO �� ZONAL EXPIRES 3 f9 2004 SIGNED: 11126101 EXPIRES 8 2 04 SIGNED: 11126101 y W so N H o E � W x 2 H ci W r� pV- A d 7; RH2 ENIGMEERING, INC. maAboxPh2.can 1.800720.8052 19ELLINGHAM OFFICE 360.676.0836 454 West Horton Rood SOTHELLOFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST YVENATCPiEE OFFICE 509.8861900 300 5mon Street, Suite 5 FORTORCHARD OFFICE 360.876.7960 600 Kitsop Street, Suite 101 SCALE: 24 r 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG nor. SHOWN Mxa 0vaxrER:DMB E -S REI- MM 041E JAN 24, 2003 1 11T I eum PAG oox� 101.082 10 ruxua: KCC -E6 I-- LEGAL DESCRIPTION 0 o ° ~ Y Z That portion of Section 21, Township 23 North, Range 5 East, Willamette Meridian, in King o a 0 'w a w 3 County, Washington, described as follows: a U, a c v=i V) BEGINNING at a point on the North line of said section a distance of 1000 feet West of the West 0 line of Government Lot 4 in said section; 1 THENCE Southeasterly 1121.85 feet to a point 940 feet South of said North line of said section and 380 feet West of said West line of Government Lot 4; THENCE Southeasterly 466.77 feet to the point of intersection of said West line of Government Lot 4 with a line 187.5 feet Southerly of the Northerly margin of the Bonneville Power Administration Maple Valley Loop North line, as measured perpendicular from said margin; N N THENCE South 80' 23' 40" East (South 80' 10' 30" East), parallel to said margin, E 634.26 feet; 'c THENCE South 32' 17 10 East (South 32' 04 00 East), parallel to said margin, 248.67 feet to the Wester) margin of the City of Seattle Mercer Island Pipe Line right-of-way \ E Y 9 Y P o\ h \ as condemned in King County Superior Court Cause Number 486190• THENCE Southerly, along said margin, to the point of intersection with the Southwesterly margin of Bonneville Power Administration Roc Reach -Maple Valley No 1 transmission line; 4 � + t + \, , ,Z , , l .,., THENCE North 32 17 10 West (North 32' 04 00 West), along said margin, 520.75 ru feet; \. 1, v t 4 , ` THENCE North 80' 23' 40" West (North 80' 10' 30" West) along said margin � 1648.18 feet to the Northeasterly margin of Southeast Royal Hills Drive as conveyed to the City �: ",.� \• � ;:,, \•,�;., �.,�,1,, ;� ;� o of Kent under Recording Number 7502070394; �; .` , \:l .,`` `'t'`� "1 j THENCE Westerly, along said margin to a point which bears South 09' 30' 00" East from `� o� h s 3 .89 feet East of the Northwest corner of "; i t CD a point on the North line of said section which i 6 8 :� � ;• l:l'tt =„t ' y said section, as measured along said North line; `? i€. ?} Y THENCE North 09' 30' 00" West 1475.83 feet to said point on the North line of said i ?t, '` •''` ` `'`'.k }k;' }` "``•' ` fill iit,k= %.. ;;t.3i }: =•,; a: Section 21; ® � , • : ?= s ?;tt ,,k: t:, lk, };;, THENCE Easterly, along said North line, 1014.54 feet to the TRUE POINT OF BEGINNING; € . i Ii Mi I,i€ %lit 6 v z Y TOGETHER with the following described parcel: ?' €'` 11€ i €° 1' m � 9 P 1 : , �� �7f �f �;, { , 7 Q 1 ? � � f jlf{ f ;i} i• <f {Sf {.aff1 axf: = BEGINNING at a point of the West line of said Section a distance of 1265.40 feet South of the 3 l �3ftirr7tft�i�'f; }i{ O Northwest comer thereof; , ; : 2 ; , : ,,I. ;::• ,.:€ .ISM a''£ �Ft€ ; °Q THENCE South 34 54' 30 " East 940 feet to the Southerly margin of said Southeast Royal _'} '?I iitlt }9i{ # } }::{ �tt Hills Drive and the TRUE POINT OF BEGINNING; i? f ?` <r #?'izj {(( {,` THENCE Continuing South 34 54' 30 East 55 feet to the Southerly margin of Bonneville f;fl €I € €:IIf::•, ? } €? t=i { Power Administration Roc Reach -Maple Valley No. 1 transmission line; • ° � THENCE North 54 24 00 East, along said margin, 830 feet to the Southerly margin of said Southeast Royal Hills Drive s THENCE Westerly and Southerly, along said margin, to the TRUE POINT OF BEGINNING. it•`t ;'`,�1: `` t'`,' \` \'` \\ \ BENCHMARK: ` 1 CITY OF RENTON CONTROL POINT 1640. TOP OF A BRASS a. DISK IN CONCRETE ENCASED FOUND MARKING THE SOUTHWEST ; ?`;`;, •jk'k `.`�' `�' Q co CORNER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST ® o OF THE WILLAMETTE MERIDIAN. °,; ` ® 01 ELEVATION: 458.31 ASSUMED DATUM 462.71 KCAS 1941 NGVD 1929 466.06 CITY OF RENTON NAVD 1988 MZw w 2) TOP OF MONUMENT INCASED AT THE POINT OF CURVE OF �j SOUTHEAST ROYAL HILLS DRIVE LOCATED SOUTH 39 28 21 �� WEST, 213.86 FEET FROM THE SOUTHWEST CORNER OF THE SITE. ELEVATION 346.08. 3) TOP OF BRASS PLUG MONUMENT INCASED AT THE POINT Q' OF CURVE OF SOUTHEAST ROYAL HILLS DRIVE LOCATED SOUTH 'C 50'4024" EAST„ 877.12 FEET FROM THE SOUTHWEST CORNER �I o OF THE SITE. ELEVATION 294.38. �, •, `` "' \ \\ HORIZONTAL DATUM: TRUE 11"!0IRTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) `. LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A o zz CONVERGENCE ANGLE OF 1%D00'25.25" COUNTERCLOCKWISE WAS w_4 \ \, •:• Q APPLIED AT A BRASS DISK IN CONCRETE, ENCASED, FOUND Z o MARKING THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE INVERSE OF THE GRID SCALE FACTOR OF 1.0000077486 WAS j f APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. { ;, z VERTICAL DATUM: i Z w a (CITY CW F6ffW SPECIAL NOTE: .!I o LL o a THE CITY OF RENTON PUBLIC WORKS INSPECTOR ,2 Z ASSUMED. CONVERSION TO THE CITY OF RENTON DATUM AND OLYMPIC PIPELINE COMPANY SHALL BE 36$ ?; N (NAVD 88) IS TO ADD 7.75 FEET TO SHOWN ELEVATIONS. NOTIFIED 48 HOURS IN ADVANCE FOR ALL PIPE i} CROSSING THE OLYMPIC PIPE LINE. N THE CITY OF RENTON REQUIRES THE PROJECT AS -BUILT k DRAWINGS TO BE PREPARED USING NAVD 88 DATUM WITH NO ELEVATION CORRECTION. ROAD NAME CONVERSIONS: ENGINEERING PLANS ASBUILTS ROAD A SE 12TH ST ROAD B SE 11TH PL a KIRKLAND AVE SE ROAD D LYNNWOOD CT SE ROAD E SE 8TH PL ROAD F SE 8TH ST ROAD G SE 10TH ST ROAD H W � W SE 10TH ST \. \\ \,`\ ``. ` ; '�•.�� - \. S3 SANITARY SEWER PLAN (NORTH PORTION) \ 000 ff f. 4. AS WELL S4 SANITARY SEWER PROFILES \ AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE (SE 12TH ST, SE 11TH PL, AND LYNNWOOD CT SE) -i S5 SANITARY SEWER PROFILES UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE Q (SE 10TH ST) ° S6 SANITARY SEWER PROFILES co (SE 8TH ST AND KIRKLAND AVE SE) - S7 r- co VICINITY MAP itr.�l NO SCALE (ALLEY, ALLEY 2, ALLEY 3 AND MH 23 TO MH 24) S8 RH2 mi m i O O Fn Fn x Ix V z z z CL CL > H O U H Fn O U w O Q Q U �2 z g M M [L 0 0 < J �7_ L_ 5C) 00 I M CK x Q CL a a w z AIM N Z ENGINEERING PLANS ASBUILTS ROAD A SE 12TH ST ROAD B SE 11TH PL ROAD C KIRKLAND AVE SE ROAD D LYNNWOOD CT SE ROAD E SE 8TH PL ROAD F SE 8TH ST ROAD G SE 10TH ST ROAD H SE 10TH ST ROAD J SE 10TH ST LEGEND: ' COMPLETION OF CONSTRUCTION. PROPOSED TYPE 11 CATCH BASIN i PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE��...� :Y PROPOSED SANITARY SEWER SYSTEM >* EXISTING SANITARY SEWER SYSTEM 10-1 00s PROPOSED WATERMAIN _,.._._._ ................. ............................_ ..,.........._,... EXISTING CONTOURS .... ............250................ PROPOSED CONTOURS PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT 4 „ i .. £ e •e' 2 ,k l } •l •f 0 h � e^^ o I t'` 1 J O r \ k / G^ \\ \ } f �� \ i \ _ 0 \ �r \ �e , i , f c \ Y . } I .. ._....a!':1 f � .:, .,, _ .._x.1/1 r � +..a....,•;:... �, .. .; .... �:.�.+... 1 ,_ }3 a 0 � 1 i e 0 f t :li } W� 4F ` / ff ,•. CALL BEFORE YOU DIG 1-800-424-5555 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 t Mpg- X: e� , \ i' `21 D A 0 I C r •` !/ r. r � . r� --'_ 1 COVER SHEET SANITARY SEWER NOTES AND SPECIFICATIONS w / _ . 68 2 MECHANICAL PLAN AND PROFILE 3 LADDER AND GRATING DETAILS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND _. - -. .. ' _= ` --•,:` .�' SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE ` ' `= ; " =: 4 MISCELLANEOUS DETAILS WSDOT /APWA STANDARDS AND SPECIFICATIONS. \ . ti` ;'\ �•:;` ~ ` 5 ELECTRICAL LEGEND OURS OF WORK IN H STREET - ` 2. THE H THE T EET RIGHT -0F WAY SHALL BE LIMITED TO 8: 30 A. M. TO 6 ONE -LINE DIAGRAM 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION 7 DIVISION AT 425 277, 6222. ALL STREET ELECTRICAL SITE PLAN ( ) EE CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE �g 8 ELECTRICAL ENCLOSURE DETAILS DEPARTMENT FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 9 ELECTRICAL DETAILS v , �.:•. .�°� m -;, ; 10 TELEMETRY DETAILS 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE I °``' ` ' ' ? €• '- ` 0a CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. r' 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO .•�. _, Y`. „ . ', 3:. •tic„ , ... � . STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ( INSPECTION WILL . \� � e ? ;t;, }; ;;,,.• t },: ; ; ;; €: ' : s' + BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE .k S tE v e CONTRACTOR'S RESPONSIBILITY TO •s3 NOTIFY THE CITY INSPECT 4 OR 2 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY i OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ; y 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION SHALL TAKE N PRECEDENCE OVER ALL OTHER PLANS. LL; 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. h 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. CN *• o o 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE N AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH vi LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND N 13 4A \. t \`' FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ;r ` MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r, 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 16 4g i \\ SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO Q) THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A x TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND \ / 10 COMPACTION. \\ COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. '. a Mit 13. DATUM SHALL BE CITY OF RENTON, U. S. C. AND G. S. o 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED 0 R OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE ' COMPLETION OF CONSTRUCTION. SITE INDEX OF HEFTS: 3A �` S1 COVER SHEET 10-1 00s LID S2 SANITARY SEWER PLAN (SOUTH PORTION) \. \\ \,`\ ``. ` ; '�•.�� - \. S3 SANITARY SEWER PLAN (NORTH PORTION) \ 000 ff f. 4. AS WELL S4 SANITARY SEWER PROFILES \ AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE (SE 12TH ST, SE 11TH PL, AND LYNNWOOD CT SE) -i S5 SANITARY SEWER PROFILES UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE o (SE 10TH ST) ° S6 SANITARY SEWER PROFILES (SE 8TH ST AND KIRKLAND AVE SE) - S7 SANITARY SEWER PROFILES VICINITY MAP itr.�l NO SCALE (ALLEY, ALLEY 2, ALLEY 3 AND MH 23 TO MH 24) S8 RH2 SEWER LIFT STATION SITE PLAN SANITARY SEWER LIFT STATION PLANS --'_ 1 COVER SHEET SANITARY SEWER NOTES AND SPECIFICATIONS w / _ . 68 2 MECHANICAL PLAN AND PROFILE 3 LADDER AND GRATING DETAILS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND _. - -. .. ' _= ` --•,:` .�' SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE ` ' `= ; " =: 4 MISCELLANEOUS DETAILS WSDOT /APWA STANDARDS AND SPECIFICATIONS. \ . ti` ;'\ �•:;` ~ ` 5 ELECTRICAL LEGEND OURS OF WORK IN H STREET - ` 2. THE H THE T EET RIGHT -0F WAY SHALL BE LIMITED TO 8: 30 A. M. TO 6 ONE -LINE DIAGRAM 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION 7 DIVISION AT 425 277, 6222. ALL STREET ELECTRICAL SITE PLAN ( ) EE CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE �g 8 ELECTRICAL ENCLOSURE DETAILS DEPARTMENT FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 9 ELECTRICAL DETAILS v , �.:•. .�°� m -;, ; 10 TELEMETRY DETAILS 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE I °``' ` ' ' ? €• '- ` 0a CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. r' 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO .•�. _, Y`. „ . ', 3:. •tic„ , ... � . STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ( INSPECTION WILL . \� � e ? ;t;, }; ;;,,.• t },: ; ; ;; €: ' : s' + BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE .k S tE v e CONTRACTOR'S RESPONSIBILITY TO •s3 NOTIFY THE CITY INSPECT 4 OR 2 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY i OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ; y 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION SHALL TAKE N PRECEDENCE OVER ALL OTHER PLANS. LL; 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. h 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. CN *• o o 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE N AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH vi LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND N 13 4A \. t \`' FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ;r ` MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r, 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 16 4g i \\ SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO Q) THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A x TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND \ / 10 COMPACTION. \\ COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. '. a Mit 13. DATUM SHALL BE CITY OF RENTON, U. S. C. AND G. S. o 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED 0 R OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 's ♦� f f �/ \ :\ \ [ .A 55 " 1 VI ll V 1 •3 O .. o�o `•\ 0 1 U71UT 1' CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. \ \. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED `t ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. \'.`. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL E DIRECTIONS TO MATCH PAVING. '- '\ ca \ _ . 2 _...,, .. __.._............... _.._.__.._ ._.. .DEVELOPER: tF,' PAGEANTRY COMMUNITIES GEOENGINEE S,NC. o' ENGINEER: ` 2936 KENNEWICK PLACE N.E. 8410 154TH AVENUE N.E. i RENTON, WA 98056 REDMOND, WA 98052 N \ f \ (425) 235 -0744 - ROGER NIX M5) 5 861 -6000 861 -6050 FAX CIVIL ENGINEERi BARGHAUSEN CONSULTING ENGINEERS, INC. ARCHITE( T: -� 18215 72ND AVENUE SOUTH P2 DESIGN GROUP U) KENT, WA 98032 1402 THIRD AVENUE, SUITE 730 i (425) 251 -6222 SEATTLE, WA 98101 �_ -8782 FAX - 206 624 8498 _._,... • _. __....._,....... 206 622 -4302 FAX SURVEYOR: o CENTRE POINTE SURVEYING, INC. LANDSCAPE ARCHITECT: o P.O. BOX 4416 DESIGN TWO FOUR/TWO SIX 33639 9TH AVENUE SOUTH 4205 148TH AVENUE N.E. i FEDERAL WAY, WA 98063 SUITE 102 -�- 253 661 -1901 BELLEVUE, WA 98007 _. \� o_ 2533 661 -7719 FAX 206 881 -2426 - 288 206 8 4 8 1 2 88 FAX 3 .rr...,_:.. CITY OF RENTON C7�PARTM�NT OF P"=21 Ile- WORKS �� �• w �S�'o COVER SHEET SANITARY SEWER ASBUILTS Z SHADOWHAWK AKA: Kensin ton Crest Condominiums A�9pi ®� -o DESIGNED MTS ?� 26016 DATE FILE NO. ©�<`S�FO/STER��\�� DRAWN DWW - - - By Date S�dNA L CHECKED RJA SCALE 1 " =100' FIELD BOOK PAGE_ EXPIRES 2 5 O2 APPROVED ___ Q DIRECTOR OF PUBLIC WORKS SHEET S1 1 OF y / c1b _DOO(D X�) 1 i� is 7� � x O� t7 d v ' COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 -02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD \. \\ \,`\ ``. ` ; '�•.�� - \. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL °o \ \ AS WELL \ AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE o PIPE. ° 's ♦� f f �/ \ :\ \ [ .A 55 " 1 VI ll V 1 •3 O .. o�o `•\ 0 1 U71UT 1' CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. \ \. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED `t ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. \'.`. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL E DIRECTIONS TO MATCH PAVING. '- '\ ca \ _ . 2 _...,, .. __.._............... _.._.__.._ ._.. .DEVELOPER: tF,' PAGEANTRY COMMUNITIES GEOENGINEE S,NC. o' ENGINEER: ` 2936 KENNEWICK PLACE N.E. 8410 154TH AVENUE N.E. i RENTON, WA 98056 REDMOND, WA 98052 N \ f \ (425) 235 -0744 - ROGER NIX M5) 5 861 -6000 861 -6050 FAX CIVIL ENGINEERi BARGHAUSEN CONSULTING ENGINEERS, INC. ARCHITE( T: -� 18215 72ND AVENUE SOUTH P2 DESIGN GROUP U) KENT, WA 98032 1402 THIRD AVENUE, SUITE 730 i (425) 251 -6222 SEATTLE, WA 98101 �_ -8782 FAX - 206 624 8498 _._,... • _. __....._,....... 206 622 -4302 FAX SURVEYOR: o CENTRE POINTE SURVEYING, INC. LANDSCAPE ARCHITECT: o P.O. BOX 4416 DESIGN TWO FOUR/TWO SIX 33639 9TH AVENUE SOUTH 4205 148TH AVENUE N.E. i FEDERAL WAY, WA 98063 SUITE 102 -�- 253 661 -1901 BELLEVUE, WA 98007 _. \� o_ 2533 661 -7719 FAX 206 881 -2426 - 288 206 8 4 8 1 2 88 FAX 3 .rr...,_:.. CITY OF RENTON C7�PARTM�NT OF P"=21 Ile- WORKS �� �• w �S�'o COVER SHEET SANITARY SEWER ASBUILTS Z SHADOWHAWK AKA: Kensin ton Crest Condominiums A�9pi ®� -o DESIGNED MTS ?� 26016 DATE FILE NO. ©�<`S�FO/STER��\�� DRAWN DWW - - - By Date S�dNA L CHECKED RJA SCALE 1 " =100' FIELD BOOK PAGE_ EXPIRES 2 5 O2 APPROVED ___ Q DIRECTOR OF PUBLIC WORKS SHEET S1 1 OF y / c1b _DOO(D X�) 1 i� is 7� � x O� t7 d v . . . ...... .. . ..... . C-) w ac L_ 0 E­4 0­4 CL V) M N" D_ A-1 CL :D Z < z Oz Q 12 O > O Z Z Z z 0 SS MH#2, TYPE 1-48" _4 STA. 18+47.56, 10,09' RT O Z w \'. EX 8' WIDE RI225.70 RD AI= GRAVEL )E=214.33 IN 15' WIDE PUBLIC SEWER EASEMENT IN S lEw214.29 W� IE=214.2J (8- DI OUT . . . . . . . . . . . . . X. E) SS MH#3, TYPE 1-48" EX 12' WIDE STA. 48+35.81, 17.13' RT SS MH#1 1, TYPE 1-48" GRAVEL RD P 7** IZCP I 7 6" CLEANOUT PER STD. PLAN RIM=279.36 IE=272.61 X 19"T-T. MIN.-. SEPE�R R ATION BETWE SEWER A, ND,WATE STA. 39+04.38, 5 RT IE=222.28 (8 RIM=252 4 I IE=222.05 (8" OUT) /E =241. 06 (8" IN SE) IE=240.95 (8* OUT SW) 4" DI SEWER FORCEMAIN SS MH#4, TYPE 1-48') 3' MIN. COVER STA. 48+82.00, 9.0 LT IE=241.15 (6" IN NE) RIM=234.50 SS MH#12, TYPE 1-54" IN S) IE=224.16 (8 STA. 40+91.24, 5' RT 1E =223 (8- OUT W) E=2 RIM=247.40 / \ IE=241.78 OUT NW) SS MH#5, TYPE 1-48" IN SE) EX EDGE 0 IE=242.64 (6 Playground easement STA. 50+87.38, 5.0' LT Rec. No. 6399529. ALONG ROAD C SS MH#13, TYPE 1-48" RIM=24 6.56 - OUT N) STA. 34+58.54, 5.04' RT IE=23J. 7 9 (4 RIM-269.00 IE=233.90 (8» IN W) IE=260.01 (8- IN SIC) 1E =23389 (8 IN S) 1E =259.87 (8- OUT E) IE=233.8 2 (8 IN E) SS MH#6, TYPE 1-48" SS MH#1 4, TYPE I -48" EX BASKETBALL STA. 33+83.87, 3.99' LT STA. 37+10.63, 5' RT HOOP RIM=275.70 RIM=251.35 - IN W IE=266.87 (8 #4 If 0=239.89 IE=266.78 (8* IN SW) IE=239.80 (8- 1Af S) - our NE iE=266.6i (a 1E=239.75 (8 " IN E) EX ASPHALT COURT IE=239.67 (8- OUT N) SSMH#15, TYPE 1-48" 0'--LF 6" DI SS MH#7, T-" STA. 8+91.05, 7.8' LT. 0 6-.•25% YPE 148 STA. 54+73.94, 8.90' LT ALONG HARRINGTON DR. RIM=253.51 RIM=271.43 -IN If fiV S IE=242.93 (8 IE=262.0 (8 OUT E) EX 217 LF 15" OUT IE=262.45 (8 IE=242.81 (8 "JxFL @ 2.33% 1_4" X 46 BEND (MJxFL T-47-.6' INCREASE (FLxMJ -48" -48" SS MH#8, TYPE I SSMH#16, TYPE 1 Play equipment CONC. ­THNST BLOCKING STA. 55+76.14, 5.0' LT STA. 64+57.88, 3.85' RT. IE=255.25 EX =S2S 70H RIM=25212 RIM=275.81 - RIM M38 IE=243.63 IN E&W) IE=265.38 (0/A W) OUT N) IE=265. E 22 (80 OUT E) E 0' PUBLIC YK IE=261.54 '(1-5. IE=24J.51 (8 X "I SS MH#9, TYPE 1-54" SSMH#17, TYPE 1-48" STA. 31+25.00, 5.0' RT STA. 62+52.76, 3.3 RIM=252.31 RIM=275.30 IE=245.27 (6- IN N) IE=266.85 IE=244.94 (8* OUT W) ti=266.7j (8,, our E) N \\ SS MH#10, TYPE 1-48" SS MH#19, TYPE 1-48" (8 11V S) 4' RT. 6 (15­.S� 'EASEMENT -.�(NEW SEWER ..EMENT NEW'*1E=262.2j' W. W) STA. 25+75.00, 5.0' RT STA. 71+15, 5.0' RT ....... .......... RIM=267.52 RIM=248.47 I�F=260. 11 IN N) IE=239.70 (6* 11V S) ......... IE=239.69 (8 - OUT W) ii=259.92 (8 our E CV Z <) < 7) < < w x w of w w 0 0 *11%, 0 11.1 - 0 0 0 0 Li 0 r- '- c*4 C-4 Z� n 11� \ 1-1 to 04 04 (L (L a. V) 2 M U -0000 Z 0 0 Uj w x V) z z z z z _j LJ:5 g LML, CL 0- 0- Q_ :2 0- Li w LLI 0 z a ]� 0 z 0 z 0 UJ 0 V) 0 < < �j f 2 zzwzzzg x �w_ f2 �2 z w III III (L III III w Q_ 2 2 Li 2 2 X. MM z M M M 0 00M000Z 0 0 LAJ 0 0 < 1 v0 0 0 0 5 a-a-�6-a. (L� M 1,0 d' n N 251 '0 STA. 39+04.38, 5 RT IE=222.28 (8 RIM=252 4 I IE=222.05 (8" OUT) /E =241. 06 (8" IN SE) IE=240.95 (8* OUT SW) 4" DI SEWER FORCEMAIN SS MH#4, TYPE 1-48') 3' MIN. COVER STA. 48+82.00, 9.0 LT IE=241.15 (6" IN NE) RIM=234.50 SS MH#12, TYPE 1-54" IN S) IE=224.16 (8 STA. 40+91.24, 5' RT 1E =223 (8- OUT W) E=2 RIM=247.40 / \ IE=241.78 OUT NW) SS MH#5, TYPE 1-48" IN SE) EX EDGE 0 IE=242.64 (6 Playground easement STA. 50+87.38, 5.0' LT Rec. No. 6399529. ALONG ROAD C SS MH#13, TYPE 1-48" RIM=24 6.56 - OUT N) STA. 34+58.54, 5.04' RT IE=23J. 7 9 (4 RIM-269.00 IE=233.90 (8» IN W) IE=260.01 (8- IN SIC) 1E =23389 (8 IN S) 1E =259.87 (8- OUT E) IE=233.8 2 (8 IN E) SS MH#6, TYPE 1-48" SS MH#1 4, TYPE I -48" EX BASKETBALL STA. 33+83.87, 3.99' LT STA. 37+10.63, 5' RT HOOP RIM=275.70 RIM=251.35 - IN W IE=266.87 (8 #4 If 0=239.89 IE=266.78 (8* IN SW) IE=239.80 (8- 1Af S) - our NE iE=266.6i (a 1E=239.75 (8 " IN E) EX ASPHALT COURT IE=239.67 (8- OUT N) SSMH#15, TYPE 1-48" 0'--LF 6" DI SS MH#7, T-" STA. 8+91.05, 7.8' LT. 0 6-.•25% YPE 148 STA. 54+73.94, 8.90' LT ALONG HARRINGTON DR. RIM=253.51 RIM=271.43 -IN If fiV S IE=242.93 (8 IE=262.0 (8 OUT E) EX 217 LF 15" OUT IE=262.45 (8 IE=242.81 (8 "JxFL @ 2.33% 1_4" X 46 BEND (MJxFL T-47-.6' INCREASE (FLxMJ -48" -48" SS MH#8, TYPE I SSMH#16, TYPE 1 Play equipment CONC. ­THNST BLOCKING STA. 55+76.14, 5.0' LT STA. 64+57.88, 3.85' RT. IE=255.25 EX =S2S 70H RIM=25212 RIM=275.81 - RIM M38 IE=243.63 IN E&W) IE=265.38 (0/A W) OUT N) IE=265. E 22 (80 OUT E) E 0' PUBLIC YK IE=261.54 '(1-5. IE=24J.51 (8 X "I SS MH#9, TYPE 1-54" SSMH#17, TYPE 1-48" STA. 31+25.00, 5.0' RT STA. 62+52.76, 3.3 RIM=252.31 RIM=275.30 IE=245.27 (6- IN N) IE=266.85 IE=244.94 (8* OUT W) ti=266.7j (8,, our E) N \\ SS MH#10, TYPE 1-48" SS MH#19, TYPE 1-48" (8 11V S) 4' RT. 6 (15­.S� 'EASEMENT -.�(NEW SEWER ..EMENT NEW'*1E=262.2j' W. W) STA. 25+75.00, 5.0' RT STA. 71+15, 5.0' RT ....... .......... RIM=267.52 RIM=248.47 I�F=260. 11 IN N) IE=239.70 (6* 11V S) ......... IE=239.69 (8 - OUT W) ii=259.92 (8 our E CV F— F- F- I V) I a_ ^L CL ' n V z z m 0 I� w Q a_ W Q a w LO U O J a- 00 PRIVATE GRINDER PUMP SEWER STATION TO SERVE THE 4 BASEMENT UNITS CID 3 OF BUILDING NO. 42. LL a o MANUFACTURED BY "E -ONE SEWERS" MODEL NO. 2012 -60. RIM-238.0 IE= 236.10 (4" PIC). CL 4) Nt 0 ® ® 0 HW \ IL C m law C �q f ,C a a I w �e p �rn oP C) Z< ��- n. .. Q J Q Z I � >L c 0 W o W N E W U Z Z f} Z Jo0 > W z .E r s"% 0 Q W A c W Z N O w U Q i cv O o i_ a a- v' �7) qq;� c I 6. a Y Z CO) Z Y O `- O '- O i O 0 w \ O O tn� \ N N coa- T-- CL 4) Nt 0 ® ® 0 HW \ IL C m law C �q f ,C a a I w �e p �rn oP C) Z< ��- n. .. Q J Q Z I � >L c 0 v I "®F W o W W U Z Z f} Z Jo0 > W z J 0 r 0 0 Q W 6i Z N v I "®F 4" PVC SS ®: \ (GRAVITY SEWER TO PU0 CHAMBER) SSCO , \ RIM= 248.20 :�- 1E- 243.53 (TO BE USED FOR 1 THE 4 TOP FLOOR UNITS 22$ OF BUILDING NO. 42) SPECIAL NOTE: PRIVATE GRINDER PUMP REQUIRED { ON BASEMENT UNITS OF BUILING 42 1 \ t t v/ _ e 1 -1/4" 45° BEND 35 LF 1 -114" PVC FORCEMAIN INSTALL 6 WITH CAP SECTION 21, TWP. ., • W.M. - --EX GUY WIRE ANCHORS 1 -1 4" TAP N T FORCEMAIN S 89 °5905" W 1014.64' SSCO4 RIM= 244.76 IE= 242.06y IIIIIIIIIIIIffill 4" D.I. SEWER •. ` FORCEMAIN ;t z. SPECIAL NOTE: PHASE ONE SEWER CONSTRUCTION SHALL INCLUDE THE INSTALLATION OF SEWER MANHOLE NO'S 2, 3, AND 4, ALONG WITH THE SANITARY SEWER PUMP STATION AND 4" D.I. FORCEMAIN. lE= ZZZ.05 (8'• OUT) lE= Z39.67 (8° OUT N) lE =759 97 (5-- OUT E) x =Z66.6i (!f UUl la) to WWI W/ EY MAP N.T.S. oved By Date DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES �1 2936 KENNEWICK PLACE N.E. RENTON, 235-0744 5 2 4253 235 -1394 FAX ENGINEER: p 18215 72ND AVENUE SOUTH 2sG �g KENT, WA 98032 f T (425)251 -6222 LNG E N G ENE (425)251 -8782 FAX CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS o ARMS� SANITARY SEWER ASSUILTS o (NORTH PORTION) SHADOWHAWK AKA: Kensington Crest Condominiums 26016 DESIGNED MTS �F T ER�o� DATE 6/6 2000 FILE NO. 01 S DRAWN DWW S�ONA L F �� CHECKED RJA SCALE 1"=40' FIELD BOOK PAGE EXPIRES 2T5-/-0-4-- 5 04 APPROVED DIRECTOR OF PUBLIC WORKS SHEET S3 _ OF E r J N X N d O II U a U U> rn 0 It M O E a 6 i N M r s i N r i 0 0 0 r a r a. '09 rt n� rr U W o W O W > W z 2 Y O N O O U Q �7) a ww� O `- O '- O O O 0 w \ O N O O 0'-,,-, tn� \ N N coa- T-- O N .- rn (0 Lc) M VJ V/ V/ I ✓I N v O O O 0 Z Fn Fn Fn z U N C9 w� w cr- vi o0 z z z z z z m LLJ d 0- CL D- NO FL t.J Li ~ LJ 0 U~ a V) V) V) y z -nJ = �0 0 ° w O ~�cn 0<<<0 04 ppwpppz WWaW W W cn M m a Za-a m m 2mw:22Mo 2�2 =Ww a NzV) 00 0000 woa ww �w wwmw -w w w x w w w - 30z w Q h c0 L LO d M N - Z 00 Q) - 4" PVC SS ®: \ (GRAVITY SEWER TO PU0 CHAMBER) SSCO , \ RIM= 248.20 :�- 1E- 243.53 (TO BE USED FOR 1 THE 4 TOP FLOOR UNITS 22$ OF BUILDING NO. 42) SPECIAL NOTE: PRIVATE GRINDER PUMP REQUIRED { ON BASEMENT UNITS OF BUILING 42 1 \ t t v/ _ e 1 -1/4" 45° BEND 35 LF 1 -114" PVC FORCEMAIN INSTALL 6 WITH CAP SECTION 21, TWP. ., • W.M. - --EX GUY WIRE ANCHORS 1 -1 4" TAP N T FORCEMAIN S 89 °5905" W 1014.64' SSCO4 RIM= 244.76 IE= 242.06y IIIIIIIIIIIIffill 4" D.I. SEWER •. ` FORCEMAIN ;t z. SPECIAL NOTE: PHASE ONE SEWER CONSTRUCTION SHALL INCLUDE THE INSTALLATION OF SEWER MANHOLE NO'S 2, 3, AND 4, ALONG WITH THE SANITARY SEWER PUMP STATION AND 4" D.I. FORCEMAIN. lE= ZZZ.05 (8'• OUT) lE= Z39.67 (8° OUT N) lE =759 97 (5-- OUT E) x =Z66.6i (!f UUl la) to WWI W/ EY MAP N.T.S. oved By Date DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES �1 2936 KENNEWICK PLACE N.E. RENTON, 235-0744 5 2 4253 235 -1394 FAX ENGINEER: p 18215 72ND AVENUE SOUTH 2sG �g KENT, WA 98032 f T (425)251 -6222 LNG E N G ENE (425)251 -8782 FAX CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS o ARMS� SANITARY SEWER ASSUILTS o (NORTH PORTION) SHADOWHAWK AKA: Kensington Crest Condominiums 26016 DESIGNED MTS �F T ER�o� DATE 6/6 2000 FILE NO. 01 S DRAWN DWW S�ONA L F �� CHECKED RJA SCALE 1"=40' FIELD BOOK PAGE EXPIRES 2T5-/-0-4-- 5 04 APPROVED DIRECTOR OF PUBLIC WORKS SHEET S3 _ OF E r J N X N d O II U a U U> rn 0 It M O E a 6 i N M r s i N r i 0 0 0 r a r a. '09 rt n� rr U V) o O O m JUP i� - I In O Ix < w CL (f ) w I ENGINEER: co CL C • CL (425)251— 6222 0 Z 0 CL Cf) uE) I? w 0 IS 0 E o%_ o 0 0 0 0 z O cc z 0- ON! C14 W J :7z 1 0 31: 0. Ira J co co co qc:K uj t;j w 8 SSD=81.75' C-4 C14 o m < W 3: C) z F_-_ < co) cl) F_ V) C4 w cf) < DEVELOPER: ROGER NIX o Ld n_ < < w CL E­4 425) 235-1394 FAX E­4 0­4 ENGINEER: Ln if) K C KENT, WA 98032 < � (425)251— 6222 0 Z 0 c CL Lij UZ5 < < DEVELOPER: ROGER NIX < 0 < < w CL < 425) 235-1394 FAX A.D. = 11.71 ENGINEER: Ln if) K o o KENT, WA 98032 < � (425)251— 6222 RII =II Z 0 ?ra Q z VI UZ5 < < DEVELOPER: ROGER NIX < < < < w CL < 425) 235-1394 FAX A.D. = 11.71 ENGINEER: 0 18215 72ND AVENUE SOUTH 2cPG co KENT, WA 98032 < � (425)251— 6222 ENG0, (425)251-8782 FAX 04 K = 4.27 o%_ o 0 0 50.00' VC ON! C14 0 !Z uj t;j w 8 SSD=81.75' C-4 C14 C4 + w U) C-4 280k .. ..... ......... .......... ........ ...................... ......... ........... ....... ........... ....... ......... ............. ............ 280 .. . .............. _j Z Z Z .......... ...... LL 0 0 0 . .............. .......... .......... .. z .. .. . ....... ........ Z 0 ....... 275 . . . . . . . PROPOSED: QRADE'. 9 -CA: ..... ........... 0 ... EXISTING: GRADE CA. LLJ q. z LLJI z g z !s z :5 z Smi 13- (L CL CL (L :2 0 .......... ............. . . . ...... 270 LLJ LLI LJ LOW 64 -68.49 :F: . . . . . . . . '9 z IM STA 315t50. C-) uj 0 V) >1 . . . PI ELEV 250.37 . .....V - ...... . . ......... ....... mss' co 0 < < 11.16 . . . . . . . . . . . . . . . . C-) Lil z Z ce Ld �2 Z �2 z �2 z z 1� Of m �2 LLJ ED Q_ uj LLI Q a_ w m M Ljj M m m :OUT .. . . IE=272.61 (6m NE) . . . . Ld mmzmmmo a ......... all— ....... 00m000z HSD=:;:50'.87' IL) Q ui 0- S'S M' H" 14 E. 4� 'T�P I' . . . . . . . ... . . . . 0 0 t7 ......... 0 0 :STA. 3S+83.87,: 3.99- RT ......... 260: .... .......... * ..... RIM=275.70.. . . . . . . . . . : . . cr Of LLI Ld - T LE E'Ll Uwj C � L15 ...... 260 z < a. cL v) (L rL cL cL V) mm000 c PM -- QTA = 33.&.50 o PVI ELEV = 279.50 DEVELOPER: ROGER NIX A PAGEANTRY COMMUNITIES ►14 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 sm. io 425) 235-0744 425) 235-1394 FAX A.D. = 11.71 ENGINEER: 0 18215 72ND AVENUE SOUTH 2cPG co KENT, WA 98032 < � (425)251— 6222 ENG0, (425)251-8782 FAX 04 K = 4.27 50.00' VC w 8 SSD=81.75' C-4 C4 + w CN + C-4 280k .. ..... ......... .......... ........ ...................... ......... ........... ....... ........... ....... ......... ............. ............ 280 .. . .............. ........ ......... .......... ...... 275 :: .. .... ......... ...... ......... ...... ...... ..... . .............. .......... .......... .. z .. .. . ....... ........ ....... 275 . . . . . . . PROPOSED: QRADE'. 9 -CA: ..... ........... ....... ... EXISTING: GRADE CA. q. w . . 270 .. ......... .... . . . . . . . ...... .. .... 1\ ... ........... .. . . . . . . ............ . ............ ... LOW., MUNT. 250.69... ....... . . . 'POINT'STA .......... ............. . . . ...... 270 . . . . . . . . . . . . LOW 64 -68.49 :F: . . . . . . . . '9 . IM STA 315t50. . . . . . . . . . PI ELEV 250.37 . .....V - ...... . . ......... ....... mss' co . . . . . . 11.16 . . . . . . . . . . . . . . . . . . 4. jj+ 29.70, f9:75' -T IT . . ......... ...... . . . . . ... ........ ....... K 4.48 ......... ...... ............... ........ ........................ . . . . . . . .............. ............... 265 RIM=�279.36.f . . I . . . ; . . . . . . . . . . . . . 50 . . .000. VIC. . . . . . . . . . . . . :OUT .. . . IE=272.61 (6m NE) . . . . . .. . ...... IQ a ......... all— ....... HSD=:;:50'.87' S'S M' H" 14 E. 4� 'T�P I' . . . . . . . ... . . . . ......... 0)* :STA. 3S+83.87,: 3.99- RT ......... 260: .... .......... * ..... RIM=275.70.. . . . . . . . . . : . . . . . .. .. .. ...... . ........... : . : :: ...... .......... : - ....... .......... . . jj OC ........ . . . . . ...... 260 1f-266.87 ' (q` IN IV) . . . W. W 14%!26q.64 W" OUT W) + . . . . . . . . . . . . . . -SS- MH#1-3; TYPE- 1-48' T I C'4... CO. -STA. 3,1�i+bb.b4f� b.U4 R :..*. '. • 255 ............. ......... ......... RIM=269.W '.lEzF260 IN SO . ........... .... : . _'. � I . . . . . .6 ..... ........ ...... ....... . .9� .... ....... .......... ?o I ...... 255 .01:00 . . . . . . ... ­2$9.87 -(8* 0 Uff IE . . . . . . . . . . 250 .... .............. ................. ....... ........ ....... .............. ....... ................ ... .... ........... ...... .... .. .... . .. 250 .......... ... ... . ... .... .. .. ..... 245 ................ .. ...... ...... .. ........ ....... ................ ...... ...... . ......... ..... ... ........... 245 ...... ...... ......... ........ ........ . ..... __:' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... .. ....... 'ss M H#6, -TYPF ,I 71 Z 8" •PVC STA, 37+1.0.63i 5'. 240 11T L ..... RlMzt2.5 1. J5 ....... IE=2',*Y'9'','8"9".*(4*8'*''I'N' ''A''I ... ................. . . . . . . . . . . . 240 SS 'MH #11, TYPE All 1-48 .... . . . . . . . . . ... . . .. . . . . : . . . . . . . . . . . . . . . . . . . IE=259.80- IN -S) . . ............. . . . . STA.. .38+23.24, 5' RT . . . . . . . . . . . . . . . . . . . . . . . . . 1 50 IN IC=239,17 - (8. -OUT -N) . . . . . . . . . RIM=252.4 I . . . . . . . . . . . . . . IE=21408 (00 IN SE) .... ... IE-246.95 (8* OUT SW) ......... ...... ......... ........ X441.15 (6* IN NE) 235 ......... ... . ..... ............ ...... ......... ... ..... . ...... ............. .. ......... ...... ......... ..... ..... ......... .................. . ......... ............ . .................. ............... .. ... .. .... ...... 235 ......... ......... ..... .. ......... Co ff) r'M .... .. ......... : .... ... ..... . Ln Ln IV .9 1) 00 co Q o6g u Lf) . -ld- Ln . . . . to Ln In : : - - : - - -- in - : : (D 2 CS1 . . . C14 C4 . . . . N . . . . .. . . . . c"I C4 cm . . . . . . . . . . . . . . . . (14 C4 . . . . . . . . . . . NN C14 . . . . . . . . . . . . . . . C4 C4 . . . . CN (N (N . . . . N . . . . . . . . . . . . . . . . . . . . . . . (N N . . . . . . . . . C-4 C-4 . . . . C�4 N . . . 33+00 34+00 35+00 36+00 37+00 38+00 •11 . KEY MAP N.T.S. L-916IM-s" 111*10 , A S���26 01�� 6 S T A L �j I EXPIRES 2/5/04 oA: '57')-�-?oo' BY Date DEVELOPER: ROGER NIX A PAGEANTRY COMMUNITIES ►14 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 sm. io 425) 235-0744 425) 235-1394 FAX ENGINEER: 0 18215 72ND AVENUE SOUTH 2cPG co KENT, WA 98032 < � (425)251— 6222 ENG0, (425)251-8782 FAX CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIGNED MTS DATE 6/6/2000 FILE NO. DRAWN -DWW 1 -=50 _HOR. CHECKED RJA SCALE 1"=5' VER• FIELD BOOK PAGE APPROVED DIRECTOR OF PUBLIC WORKS SHEET S4 OF 8 041 I X as II 0 O O E Q) 0 cf) I co co 0 0 0 F� CD di i 7 04 !F_ 6i c) V) Of LJ a- < I Li- 22 0.8 z -0 0 0 0 --, 2 Ld CL r- — 4 C-4 C) PC) z CL ENGINEER: C < 0 w :3 m co All14 11 E V_ w .j Z E f2 LL 5 -5 0 z I's 0 z � 0 m ... . .... 50.00'. VC K — 1430 . . . . . 9: a- EL rL U) . . . . . . . . HSD*1 64��7 . . . C4V ........ . a: cr) -I_j � H W m oc 0 zg V) 00 V) y W . . . . . . . . :CONCRETE -SLAB OVER EXISTING . . . >- 0 0 << <0 0 o 0 LTJ 0 o �ON- SHEET -20. < 0 z H2 f2 zzwzzzn x f2 K-) V-1 z x :D w w (L m M CIO III M w m w m a- m LLJ .......... V-* !F_ 6i c) V) Of LJ a- < I Li- Q. 0) � L_ 0 0 E­4 0 0 --, 2 Ld 0 r- — 4 C-4 C) PC) z Ln Uj ENGINEER: C < 0 w :3 m 04 All14 11 CC V_ uj Z 9 lot 19 104: z t, > 0 > 0 8 w M < 7) 7) __3 CL w w < * 0° �z I Li- i�_ 0 0 -07 Z 0 0 --, 2 Ld 0 r- — 4 C-4 C) PC) z Ln Uj ENGINEER: 8 zo cy, 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . 04 z 0 LL 0 V_ uj Z z ..... .. f2 9 lot 19 104: z t, > 0 > 0 8 w M < 7) 7) __3 CL w w < * 0° �z I Li- i�_ 0 4zp -07 Z 0 0 --, 2 Ld 0 r- — 4 C-4 C) PC) , \ CO 1"' ENGINEER: q 0 cy, 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . 04 Z HIGH 'POINT' -6,3+45 LOW POINT EILEV- 275.31 TA... V_ uj ....... :­.....— .... ­ � 1: ...... ............. ...... .......... 63+50 ......... LOW VI - -STA - 64+46..44. . . .. . z ..... .. f2 >m— 5 -5 z Luji z I's z � z � Z LMLI m mmummanc 300 .............. I Li- z 0 0 z 0 z . . . . . . . . . . . . . .... 425) 235-0744 O 425) 235-1394 FAX PVI - ELEV:= 245.25 ENGINEER: 0 0 LO....... 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . Z HIGH 'POINT' -6,3+45 LOW POINT EILEV- 275.31 TA... 290: ........ ..... uj ....... :­.....— .... ­ � 1: ...... ............. ...... .......... 63+50 ......... LOW VI - -STA - 64+46..44. . . .. . z ..... .. f2 HSDzi7.1.-37 Z z Luji z I's z � z � Z LMLI O. ... . .... 50.00'. VC K — 1430 . . . . . 9: a- EL rL ...... ......... . . . . . . . . HSD*1 64��7 . . . C4V ........ . a. u � H H 0 0 + V) 00 V) y Z . . . . . . . . :CONCRETE -SLAB OVER EXISTING . . . >- 0 0 << <0 0 0 z 0 LTJ 0 �ON- SHEET -20. < 0 275 H2 f2 zzwzzzn x f2 K-) V-1 z x :D w w (L m M III M w m w m a- m LLJ .......... V-* . . .. ....... ... ........ ST-k 71+15,-5-.O'-RT- ....... ........ .......... ...... 76ROSSING 2 mmzmmmm 00 -, 0 0 0 z 0 0 LLJ 265 C) ........... ....... 2" BEND .............. ......... ...... A 265 < 9 CIL SS.m 17, ... ..... .......... .. ryp STA., 62+52;76j .134. RI.- - RAW=246.36 w w 1z 7 CD csi jo C-) 0 C-) C-) LLJ LLJ , F w LLJ of LLJ w LLJ x Li 11� ... SSMH# 16, i TYPE - 1 -48 - S A.�G8+91,05i .7.8' -LY. cL a. v) IE02'.V.7.9. '(8.7­041r. N)­*..:. a. a. 5L (L ....... mmummanc 300 .............. ........ ...... ........... ......... . ..... ..... '. 295 ..... . . . . ..... . . . . . . . . . . . . . .... 425) 235-0744 .... ....... 425) 235-1394 FAX PVI - ELEV:= 245.25 ENGINEER: 0 0 LO....... 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . Z HIGH 'POINT' -6,3+45 LOW POINT EILEV- 275.31 TA... 290: ........ ..... ...... ....... . . .. ....... :­.....— .... ­ � 1: ...... ............. ...... .......... 63+50 ......... LOW VI - -STA - 64+46..44. . . .. . z ..... .. .. . . . PVI - ELEV 276.60 . . . PM StA 64+.*50 . . . .. • HSDzi7.1.-37 Z . . . . . . . . . . . A.D PVI ELLV 275.A.D.' �66 V LLJ ... ......... . . . . . . . ........ V=i 20.00 &D., 150* . . . . . O. ... . .... 50.00'. VC K — 1430 . . . . . 285 ...... CIS! ...... ....................... ......... SSD;49'0.*837 N....:.... . . 50.90'.'� VC ............. r4 ......... ....... ....... ...... ......... . . . . . . . . HSD*1 64��7 . . . C4V ........ . C*A* L*.Lj u + . . . . . . . . . . . . . . . . . . . . C,4 0 . . . . . . . . . . . . . GUARD RAI L + z + 280 : ... .................. ................... ............. C-4. L 1) GTO . ..... ...... R'. TO. IN .. ...... `0 280 r... ...... . . . . . . . . :CONCRETE -SLAB OVER EXISTING . . . 245 :OLYMPIC 'PIPE' LINE WITH :CONCRETE ....... 245 :CAP PER- SLAB :DETAIL -420- .... .. . �ON- SHEET -20. 275 ....... ....... ...... .. .. ...... ........ ... . .......... 40 ................ ...... .... .. .. . ........ ............... .b . .. .. . ... —16 0.p.c 270: .......... V-* . . .. ....... ... ........ ST-k 71+15,-5-.O'-RT- ....... ........ .......... ...... 76ROSSING 2 ... ........ N 2 TEE: ..... . ......... IE=2, 70 1k: S. 59. .1-47 i LF- pV c 0 .... .. . . . 12- W' 265 QUT W) ........... ....... 2" BEND .............. ......... ...... A 265 STIX . . . . . . . 9 235 SS.m 17, ... ..... .......... .. ryp STA., 62+52;76j .134. RI.- - RAW=246.36 ...... 7 CD csi jo 260: ... Z=203.90 N. W) /E_ (8» IN. S).... ......... .. z n ................. ....... ((8--m ..................... ..... . )-;Z 260 ....... ....... ...... .$S # 15, :TYPE 1 49 �E­2-33.82 -(40! hV- E)... ........ * 11� ... SSMH# 16, i TYPE - 1 -48 - S A.�G8+91,05i .7.8' -LY. ............ IE02'.V.7.9. '(8.7­041r. N)­*..:. ........ ...... :$Tk 53+99�.99, :3'.E�5' :RT,� HAR cit, 230 ............ :SE L ............. LLJ ... RIM=275.81 ..... . RIM=271.43� ..... 0 36 i �P=M­W (8" 4!: IN 0 'IE*262. si.m... - WA 110"TH oT I ....... .. ..... .(WEr0*`* ... c=265.22... MIT. E 16442.4�'. (8_�:Wt 255 ........................ .............. ......... ...... ...... ......... I ..... . ....... ......... 0 255 1 _5' ... ......... 40 LF -PVC -ENCASEMENT .... ...... ......... 70+00 OVER.'WATERMAIN 20': : : : : : : ...... ........ ........ EACH- SIDE OF -THE -OLYMPIC - ........ ....... 0"E 1U"%TH ST (EAST) PIPELINE'. CROSSING ...... .... ... 250 .......... ....... ............... ... ....... ....... ­ .. ........ ......... ... ............. .. ........... ............ ........ ....... ................... ........... 250 11 ......... ......... . ....... ........ ......... ..... �2 .......... ......... ......... ........ ..... ... ........ .-n - Ln C4 Ln Ln - 1-4 NON OR O to un 10 <D In NN. (14 c%I NN. (4 . ......... . . . . . . . . . . ;C4 ...... . 61+00 ....... . ........ 62+00 63+00 64+00 65+00 SECTION ®, TWP. 23 N., RGE. 5 E., W.M. • ..... 146.6-t.' LOW. W POINT 1 ........ ...... ...................... . PAGEANTRY COMMUNITIES LOW POINT* ST4'. -_-i 704-39.29 ....... 425) 235-0744 PVI STA 70+ 50 . .. - - - - ......... 425) 235-1394 FAX PVI - ELEV:= 245.25 ENGINEER: 0 0 LO....... 255 w to ...... ....... K-­:JJ4 ........ 777t7_� + /. 255 V) *+ C.4 .... ... 50.06. VC z ..... .. HSDzi7.1.-37 W� ........ A Q gz I W. O. v + Lti V4 ... 250 'CD r4 ......... ....... ....... ...... ......... 250 C*A* L*.Lj u r... ...... 245 .... .. ........ ......... ....... .... ....... _ _.: ......... .... 245 40 ................ ...... .... .. .. . ........ 240 .b . .. .. . ... ....... :SS MH#15,:TYPE :1-'48:" . . .. ....... ... ........ ST-k 71+15,-5-.O'-RT- ....... ... ........ N RIM�;2,9.47 ..... . ......... IE=2, 70 1k: S. 59. SS-MH 5 TYPE: 1-48" . . QUT W) STIX . . . . . . . - 235 ALONG - ROAD - C ......... RAW=246.36 ...... ...... Z=203.90 N. W) !E=2M.89 fop. Iff S) . ....... �E­2-33.82 -(40! hV- E)... 230 .................... IE02'.V.7.9. '(8.7­041r. N)­*..:. .............. ..... ..... 230 .. .. ....... A- C4 r__ to 'zi-11v G6 kti .... cd - 4 fr� ....... Ile . . . . . 4) 418 CA A A . . . . .N . . . . N C4 70+00 71+00 0"E 1U"%TH ST (EAST) 1 "=50' 1 "=5) KEY MAP N.T.S. y1bi LEXPIRES 2/5/04 __1 t — AWOved BY Date DEVELOPER: ROGER NIX 14 A PAGEANTRY COMMUNITIES cs &0 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425) 235-0744 425) 235-1394 FAX ENGINEER: 0 0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 E N G (425)251-8782 FAX CITY OF RENTON r_>E—=PAR-rMF=N-r c:>F= PUBLIC WORKS SANITARY SEWER PROFILES ASBUILTZ-5 SE 10TH ST DESIGNED MTS DATE 6/6/2000 FILE NO. DRAWN DWW 1" =50 HOR. CHECKED RJA SCALE 1"=5' VER. FIELD BOOK PAGE — APPROVED DIRECTOR OF PUBLIC _WORKS SHEET OF 8 p 04 cl-i m I C"i X E E LO N CD 6 E V) 1 C14 0 c) 0 1-1 9-1 ii It J; 0 > a. U) U� -- 0 m Ld Q O Z 0 L 0 Z .2 z 0 W a. 0 to Q- > w m All All Q- -c co < CL CL co CL 3 E ) w J ) > E 0 (L O LL 0 O O 0 0 z O t- 04 0 U) V) CL a: Y Z C414 U3 cc :75 04 a z 9D- 0 0 W cf) Cl Z co C, (OL- COL "> -117 C L 7) in 2 zzwzzz W LLI m. uJ mmm LJJ LJ a. '00 mm Llj:x c o mm 00m000z w M M cf) uj '8 uow000< a. U) U� -- U) Ld Q C) 0 Z .2 z 0 W a. 0 to C > m All All Z 0 -c V) < CL 02 -- 0 0 Z 0 z 0 O 0 to Lo z u, > 0 All All Z 0 LL 0 V) < Z Emoommme. SECTION 21, TWP. 23 N., RGE. 5 E., W. M. •11 i (11� K26016 I EXPIRES 2/5/04 1 a e' s- �" � o 0 '-'� -01 , V-2s DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425) 235-0744 425) 235-1394 FAX ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CITY OF RENTON E>E=PAFfTME=N-r C:>F= PUE3L-IC-- WC:>F=tKS M DESIGNED N 15 DATE 6/6/2000 FILE NO. DRAWN DWW 1 "=50' HOR. CHECKED RJA SCALE 1"=5' VER. FIELD BOOK PAGE APPROVED SHEET S6 OF 8 DIRECTOR OF PUBLIC WORKS ON C14 m I CIA OJ O E Z� E 0 Lo O O E clq 0- co I CN re O t') Cl r CD a i It :3Z 14- 0 Z 0 Z 0 z 0 O < < > LLJ w w V) < < < CL 3 x cr- ) ) > (L O C) 0 O O 0 Lj 0 O t- 04 0 EL- V) 00 Y Z C414 04 a z 9D- 0 0 < V) (OL- COL "> -117 C L 7) in 2 zzwzzz W LLI m. uJ mmm Emoommme. SECTION 21, TWP. 23 N., RGE. 5 E., W. M. •11 i (11� K26016 I EXPIRES 2/5/04 1 a e' s- �" � o 0 '-'� -01 , V-2s DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425) 235-0744 425) 235-1394 FAX ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CITY OF RENTON E>E=PAFfTME=N-r C:>F= PUE3L-IC-- WC:>F=tKS M DESIGNED N 15 DATE 6/6/2000 FILE NO. DRAWN DWW 1 "=50' HOR. CHECKED RJA SCALE 1"=5' VER. FIELD BOOK PAGE APPROVED SHEET S6 OF 8 DIRECTOR OF PUBLIC WORKS ON C14 m I CIA OJ O E Z� E 0 Lo O O E clq 0- co I CN re O t') Cl r CD a i It :3Z 14- 0 Z 0 Z 0 (c) LLJ w w V) z :3 z � z � z :5 z U:EJ (L IL (L M 0 IAj H LLI EL- V) V) Y Z a z 0 u, 3: 0 0 < Z --i zzwzzz W LLI 0- uJ mmm LJJ LJ a. m Q mm Llj:x mm 00m000z z M M uj '8 uow000< (A Uj Ld X Ld LU LLJ W Q- Emoommme. SECTION 21, TWP. 23 N., RGE. 5 E., W. M. •11 i (11� K26016 I EXPIRES 2/5/04 1 a e' s- �" � o 0 '-'� -01 , V-2s DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425) 235-0744 425) 235-1394 FAX ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CITY OF RENTON E>E=PAFfTME=N-r C:>F= PUE3L-IC-- WC:>F=tKS M DESIGNED N 15 DATE 6/6/2000 FILE NO. DRAWN DWW 1 "=50' HOR. CHECKED RJA SCALE 1"=5' VER. FIELD BOOK PAGE APPROVED SHEET S6 OF 8 DIRECTOR OF PUBLIC WORKS ON C14 m I CIA OJ O E Z� E 0 Lo O O E clq 0- co I CN re O t') Cl r CD a i It !-F a. V) D� I < Li < a_ 0 C) 0 d E­4 L 0 0­4 cp w1w, o F— A011h, A, ff7lLAF I w 0 0 w w C •CC 0 V) F_ a. 0 v) 0 0 O O 0 V) r- 04 0 to I CL D CL CL co E H W 0 ,10 LL _j cc 0 0 < o U) V) z a: Z W >j- CM ra, '104 0 z CO �i co s 0 I, > _3 Z . Q 0 M O < < cf) j w t2 < !-F a. V) D� I < Li < a_ 0 C) 0 d E­4 Z 0 0 0­4 cp w1w, 7) C) o A011h, A, ff7lLAF I w M w w C •CC 0 V) F_ a. L I J roe F- Z< Z) z g z >i b ul) to z z0 0 0 rn g 130 A 1mg z > x a. => 0 I .... PROPOSED. HIGH RPCKE.&Y�. ........ ........ .. .. ........ ......... ....... ......... .......... ......... ..................... ........ .............. cl� ......... .... .. .......... ......... ......... ......... . ..... . ........ ........ ........ cio-\ . ....... ......... ....... ..... ..... ....... ......... ....... ...... + + . N ........ . . . . . . . . . . . . . LLS ....... ea ...... uj _j N N 260... .... w. + ..... .. ......... ............. .................. 00 00 . ..... 260 H­ . ....... ........ _3 ... S5MH#75' TYPE; 1 :48" Y .... -PER - C.O.B.- DETAIL:: B072 ..... :STA.: 90:+:17,� ......... 5': LT... 255 .... ......... .. ..... ..... RIM. . 246.76 ........... ..... ... 255 -6*iPVC- IE -242.69: If - ........ Ile ....... W: IC: 2Q.5 '2 :Op —00. . . . . . . . . ... .......... .......... ......... . ...... Lj ........... .... ....... ...... ................ ............ ............ .... ..... 250 ZOU ....... . ...... ... ... — .... ........ ..... A. ....... . ......... . ... 245 ............... .............. ............... ..... .. j" 8 . ...... -SSM #26; -TYPE- 1 -48" 1.59* 5" LT' % -RIM -256.58 1-3-1, LF- ...... 6-or - IW - IE - 244.;.W - SW ... .... .... ......... N.... . . . ...... ....... ......... 240 . ... .... . .. ..... ...... .............. ............ ...... ....... ............. SSMH#24-,--lYP-E ... 1:�48'.'- - - - ............ ....... ..... ....... .. 240 ......... ....... STA" 88+86'..73.' ...... ...... .... RIM=245-.20.... ...... ...... ........ a 6: PVC 1E. 241.08 W.' + . . .. .. . . A. .L. LEY'Z .. .. .. .. .. .. . . : I L ­ . . I . ­ 881 :: PVC ir 20.w3 . s. P , . .......... ..... ........... ....... W - E . .24a8 "N. ...... . .......... .. . . . . . . . . . ..... ............ . ......... ...... ......... .. . ...... 00 C4 C4 . C4 ...... C4 ...... .................. ........... ........ \)I I v ....... % .... '' *: 215 'WA L 90+00 M Zb" A 2 00" 'A' LEY . . ....... 87+00 88+00 .. .... Ss" AH 24 Tu" S"Url J 1 50" 1 P1=50) . ..... 1 lf=51 ........ ..... STORM ::VAULT , Q¢ __3 __3 I U-000 < < < < d < Z 0 0 7) w w1w, 7) cr_ w w w w cr V) F_ 0 0 0 0 O O 0 0 LO r- 04 0 to CL D C'4 N FL C-) 0 H N\' 0 :D CL a- CL :2 I­_ U) I�� 7-i - ) --) ­3 a � M 11 ­11"ll N � 12 � 12 � 0 � 1- r_(0jL0j'tjnjC14j-1 z 6 DOM I I SECTION 21, TWP. 23 N., RGE. 5 E., W. M. . . .. . . . . . . . . . . . .. . 3S. MH 2� TYPE: [-48 . . . . . . . SEE: SHEET :19 -STA. - 18*4756,- 10.09' - RT- FOR DETAILS ............ .... ... ........... ...... .. .... ........ ...... ...... ....... 210 . . . . . . . . . . . . . . . . . . . . . . . . . . RJM�"� 5' .701 ......... .... . . . . . . . -8!* -PVC - IE - 2:14.33 S . . . . :8"'. PVC * IE:21 4.29'W . .. .... .8* Dl -IE 214.23 E. W/ -G.V.: . . . . . . . C4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ...... ........ ............................ ..................... .................... ..... ....... .......... ....... ...... ...... ....... . . I . . . . . . : I . . . . . . 205 aI z . I . . . I I . . I . I . . . . . . . . . . . wuj........ ......... w ... ...... ........ + . . . . . . . . . . . . . . . . . . . 8 Im C4 . . . . . . . . . . . SANITARY SEWER PUMP, . . . + ...... -STATION' PER DETAILS . . . . . . ...... .. ...... .... .... ................... .... ... 235 .......... ...... ':oN'SHMT'S8 ...... x...... .......... ....... .......... ...... ...... ...... ....... ........ ......... .............. .......... ......... .................. ...... ........ ................ .............. Z ....... W. + c'j . . . . . . . . . . . ............ ......... 200 . . . . . . . . . . . . . . . . . . . . C4 a... ... 230 .......... . . . . . . . . . i*q ....... ............. :230 . . . . . . _j . . . . . . . . . . . . . . . . . . . . . . . . . .......... ....... .. . ..... + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0) . . . . . . . . . . . .. ......... .. ......... ......... .. ... ......... ... . ..... ... ... ..... ......... ... X Ln in - in Lr) in . . . . . . Ln in cn sn : . . . . . . a-) tn - n in n a n c-4 00 : T) ") . . Q 'n . : in . . . . . . . rll� in OR . 'R ll� In Oq 10. (N C4 d 00 011 a . . . . . . . . . 0000 0) till C-4 go -W) 'v .... .... . ...... 225225 (N N (4 C4 (N CN ....... CNN C4 .... CN JC4 : L L IN C4 . . . . c"I C4 C4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14+00 15+00 16+00 . . . . . . . . . . . . . 17+00 18+00 19+00 ... ....... . ....... ...... 4 i : 220 ...... AWoved jr lb BY Date ss mH#3, TYPE 1-48! . . . . .. . . . . . . STA. 48+35.81,. 17.13 R.T. 0-290029, RIM=232. -18 ........ 80 PVt.'Jf.*222.28.'E.. . !_'+.' . . . . . ............... 215 DEVELOPER 8" PVt - IE '222.05 . . . . . . . . . . . . . . . ROGER NIX GHA& . . . . . . . PAGEANTRY COMMUNITIES SS i MH#2. TYPE' I' 4_8'} IV Q 2936 KENNEWICK PLACE N.E. . . . . . . . . STA. • 91 +•3.17 • 2': RT . . . . . . . ; � ' L ' I . . RENTON, WA 98056 M=225.,70 - . . . Rl V\_ I �14 425) 235-0744 r'2 425) 235-1394 FAX 210: ........... 8�!:JOW .. IE- - 21'4M`: W ........ ......... 210 ........ 81' :DI NE 214.23'r WI'G. V . . . . ENGINEER: 0 0 . . . . . . . . . 18215 72ND AVENUE SOUTH . . . . . . . . . . . . . KENT, WA 98032 . . . . . . (425)251-6222 E N G 205 ...... ............... ...... ...... ....... ............. 205 (425)251-8782 FAX . . ......... .. CITY OF RENTON ?0 "i ...... oi 31# 0 r_>E=PAF=l-rME=N-r C>F= PUBLIC WORKS C", C4 .... C4 � . : .... N­ ­ .... N.T.S. C4. C4 .. ..... c*4 ....... ARMS WA SANITARY SEWER PROFILES ASBUILTS 90+00 91+00 ALLEY, ALLEY 2, AND ALLEY 3 ALL ET 0 SHADOWHAWK (AKA: Kensington Crest Condominiums) 1 "=50' 26016 p `)z DESIGNED MTS DATE 6/6/2000 FILE NO. 1 "= 5' 6 S T E - DRAWN DWW 1 "=50' HOR. /0 NA L CHECKED RJA SCALE 1 m=5' VER. FIELD BOOK PAGE F —EXPIRES 2 5 04 APPROVED DIRECTOR OF PUBLIC WORKS SHEET S7 OF D-R cc, Z'9 CN ry M X 0 E E CD Ln II cn 0 E N c') D N • it o CJ I U-000 z z z Z 0 0 Fn Fn Fn w w w cr V) F_ z — w, z :5 z :5 z <1 z ON! CL CL CL CL FL C-) W H H 0 :D tz to to V) y Z >j- 0 z 0 z a z 0 I, 0 F) C'4 V) R 0 < < < Y) f2 f2 zzwzzzg w t2 f2 t2 z M () V) z < wwmwwwm uj LLJ MMz 00 mMma 000Z (n (n 0 0 _j LLJ U 0 0 < V) 0 LLJ U 0 w L 0 0 0 0 w MMw w = OMw w w w MM w w w M w Z in r_(0jL0j'tjnjC14j-1 z 6 DOM I I SECTION 21, TWP. 23 N., RGE. 5 E., W. M. . . .. . . . . . . . . . . . .. . 3S. MH 2� TYPE: [-48 . . . . . . . SEE: SHEET :19 -STA. - 18*4756,- 10.09' - RT- FOR DETAILS ............ .... ... ........... ...... .. .... ........ ...... ...... ....... 210 . . . . . . . . . . . . . . . . . . . . . . . . . . RJM�"� 5' .701 ......... .... . . . . . . . -8!* -PVC - IE - 2:14.33 S . . . . :8"'. PVC * IE:21 4.29'W . .. .... .8* Dl -IE 214.23 E. W/ -G.V.: . . . . . . . C4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ...... ........ ............................ ..................... .................... ..... ....... .......... ....... ...... ...... ....... . . I . . . . . . : I . . . . . . 205 aI z . I . . . I I . . I . I . . . . . . . . . . . wuj........ ......... w ... ...... ........ + . . . . . . . . . . . . . . . . . . . 8 Im C4 . . . . . . . . . . . SANITARY SEWER PUMP, . . . + ...... -STATION' PER DETAILS . . . . . . ...... .. ...... .... .... ................... .... ... 235 .......... ...... ':oN'SHMT'S8 ...... x...... .......... ....... .......... ...... ...... ...... ....... ........ ......... .............. .......... ......... .................. ...... ........ ................ .............. Z ....... W. + c'j . . . . . . . . . . . ............ ......... 200 . . . . . . . . . . . . . . . . . . . . C4 a... ... 230 .......... . . . . . . . . . i*q ....... ............. :230 . . . . . . _j . . . . . . . . . . . . . . . . . . . . . . . . . .......... ....... .. . ..... + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0) . . . . . . . . . . . .. ......... .. ......... ......... .. ... ......... ... . ..... ... ... ..... ......... ... X Ln in - in Lr) in . . . . . . Ln in cn sn : . . . . . . a-) tn - n in n a n c-4 00 : T) ") . . Q 'n . : in . . . . . . . rll� in OR . 'R ll� In Oq 10. (N C4 d 00 011 a . . . . . . . . . 0000 0) till C-4 go -W) 'v .... .... . ...... 225225 (N N (4 C4 (N CN ....... CNN C4 .... CN JC4 : L L IN C4 . . . . c"I C4 C4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14+00 15+00 16+00 . . . . . . . . . . . . . 17+00 18+00 19+00 ... ....... . ....... ...... 4 i : 220 ...... AWoved jr lb BY Date ss mH#3, TYPE 1-48! . . . . .. . . . . . . STA. 48+35.81,. 17.13 R.T. 0-290029, RIM=232. -18 ........ 80 PVt.'Jf.*222.28.'E.. . !_'+.' . . . . . ............... 215 DEVELOPER 8" PVt - IE '222.05 . . . . . . . . . . . . . . . ROGER NIX GHA& . . . . . . . PAGEANTRY COMMUNITIES SS i MH#2. TYPE' I' 4_8'} IV Q 2936 KENNEWICK PLACE N.E. . . . . . . . . STA. • 91 +•3.17 • 2': RT . . . . . . . ; � ' L ' I . . RENTON, WA 98056 M=225.,70 - . . . Rl V\_ I �14 425) 235-0744 r'2 425) 235-1394 FAX 210: ........... 8�!:JOW .. IE- - 21'4M`: W ........ ......... 210 ........ 81' :DI NE 214.23'r WI'G. V . . . . ENGINEER: 0 0 . . . . . . . . . 18215 72ND AVENUE SOUTH . . . . . . . . . . . . . KENT, WA 98032 . . . . . . (425)251-6222 E N G 205 ...... ............... ...... ...... ....... ............. 205 (425)251-8782 FAX . . ......... .. CITY OF RENTON ?0 "i ...... oi 31# 0 r_>E=PAF=l-rME=N-r C>F= PUBLIC WORKS C", C4 .... C4 � . : .... N­ ­ .... N.T.S. C4. C4 .. ..... c*4 ....... ARMS WA SANITARY SEWER PROFILES ASBUILTS 90+00 91+00 ALLEY, ALLEY 2, AND ALLEY 3 ALL ET 0 SHADOWHAWK (AKA: Kensington Crest Condominiums) 1 "=50' 26016 p `)z DESIGNED MTS DATE 6/6/2000 FILE NO. 1 "= 5' 6 S T E - DRAWN DWW 1 "=50' HOR. /0 NA L CHECKED RJA SCALE 1 m=5' VER. FIELD BOOK PAGE F —EXPIRES 2 5 04 APPROVED DIRECTOR OF PUBLIC WORKS SHEET S7 OF D-R cc, Z'9 CN ry M X 0 E E CD Ln II cn 0 E N c') D N • it o CJ 4 r w U CI- L0 W m l < ® 0 U O 1— w :1 O o o w a Z U Z o o O U all e- o w w J U O n v=i o U tai CL 0- C N E .E z O o 1- U U cf) a U o 0- � v� L� J r= ) �c co Y 0 z 0 v � O 4 r w U CI- L0 W m l < ® 0 U ii .0 0"4 01 C w U � Adikk m M ii C .®1I C v ry 4 < < < < P -< 0.. M \°o0 \ \_ w N O \ N M D h U LL- O O O Z to i-n to z z z z z di cL a- d LMLJ U H H 1w-- O EL- V) N 0 Y Z �0000 O to LLJ 0 ¢ ¢ ¢ V N to c2 w to rn r z zzwzzzg wwn - wwwa w :2:2 Mmm w mmZmm:2o 00 -000z UU„UIUUa V) 0 UUUU H ww�w z a-dV)� N S J 9 IA z z O o O U all e- z o �t-Q z-< w J U O n ry 4 < < < < P -< 0.. M \°o0 \ \_ w N O \ N M D h U LL- O O O Z to i-n to z z z z z di cL a- d LMLJ U H H 1w-- O EL- V) N 0 Y Z �0000 O to LLJ 0 ¢ ¢ ¢ V N to c2 w to rn r z zzwzzzg wwn - wwwa w :2:2 Mmm w mmZmm:2o 00 -000z UU„UIUUa V) 0 UUUU H ww�w z a-dV)� N tog 9 I yoy a o 0 W Z Z Y O n o U ry 4 < < < < P -< 0.. M \°o0 \ \_ w N O \ N M D h U LL- O O O Z to i-n to z z z z z di cL a- d LMLJ U H H 1w-- O EL- V) N 0 Y Z �0000 O to LLJ 0 ¢ ¢ ¢ V N to c2 w to rn r z zzwzzzg wwn - wwwa w :2:2 Mmm w mmZmm:2o 00 -000z UU„UIUUa V) 0 UUUU H ww�w z a-dV)� N I,- COI LO -q K) I N r- Z I 00 .�j I A Jmj:4;jAjjj;, I [ kl, rem am, wt--lk 0 IrAl = VARN mmi T I " =0 ma= SECTION 21, TWP. 23 N., RGE. W.M. NOTE: IMPPPM;:ARI F MATERIAL MAY BE CONSTRUCTED OF FINES, SOILS WITH 5% BY WEIGHT VEIGHT CEMENT OR A CONCRETE TEND INTO THE ADJACENT TRENCH THE COLLARS ARE TYPICALLY 4LL BE CONSTRUCTED ON A SLOPE IS BETWEEN 10% AND SLOPES 20 % -30% AND A 50 4RE BETWEEN 30 % -40 %. IAN 40 %, SPECIAL DRAINAGE SARY. SCALE: 1 " =5' )R SHALL SUBMIT DRAWINGS AND )NS FOR THE VAULT, WETWELL AND FOR REVIEW AND APPROVAL BY OF RENTON. THE SUBMITTAL SHALL ED BY A STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. NOTE: BASE FOR WET WELL SHALL BE OVEREXCAVATED AND STRUCTURAL FILL BACKFILL PLACED ACCORDING TO GEOTECH'S RECOMMENDATIONS. DAYLIGHT AT WETLAND BOTTO (AS SHOWN ON PLANS) 6" PERF PVC PIPE TYPE AND SIZE AS \ W/ PERFORATIONS SPECIFIED IN PLAN VIEW \ \ (IF DETERMINED NECESSARY \ \ BY GEOTECHNICAL ENGINEER) I 7 I II o CLEANOUT TOP ELEV 2' MIN ABOVE SEEPAGE BARRIER TOP OF PIPE 3, COMPACTED IMPERMEABLE BACKFILL (NATIVE SILTY SAND OR SILT) MATERIAL TO BE APPROVED BY GEOTECH 2' MIN - - PRIOR TO PLACEMENT NOTE: CONTRACTOR SHALL NOTIFY GEOTECHINICAL ENGINEER 24 HOURS IN ADVANCE TO DETERMINE SUITABILITY OF IMPERMEABLE MATERIAL BACKFILL TO BE USED FOR SEEPAGE BARRIER. NOT TO SCALE 3 /i°6.3 3. PIPE BEDDING TRENCH BOTTOM 6" PERF PVC W/ PERFORATIONS (IF DETERMINED NECESSARY BY GEOTECHNICAL ENGINEER) '11 KEY MW N.T.S. AWOv®d By Date DEVELOPER: ROGER NIX 14 *4 PAGEANTRY COMMUNITIES ►Co &0 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425 235 -0744 425) 235 -1394 FAX ENGINEER: o v 18215 72ND AVENUE SOUTH 20 �y KENT, WA 98032 (425)251 -6222 TANG ENG`N�� (425)251 -8782 FAX CITY OF RENTON E.)EPAF17MENT UF= PUBLIC WORKS SEWER LIFT STATION SITE PLAN ASBUILT SHADOWHAWK (AKA: Kensington Crest Condon �� ,p 26016 O �� DESIGNED MTS DRAWN DWW IFS DATE 6�6�2000 S��NA L ECG CHECKED RJA SCALE 1 " =5' EXPIRES 2/5/04 APPROVED DIRECTOR OF PUBLIC WORKS FILE NO. 0 N r7 d- N I N r� h N m I N hr} d' N in N X O E N E Ln II U V1 N to 0 0 N r7 O 6 a 3 v> I N r` 6 N M a- r` i 0 0 0 r` 0 r r.� 1 is I b � � E � t r Iw X �I I,- COI LO -q K) I N r- Z I 00 .�j I A Jmj:4;jAjjj;, I [ kl, rem am, wt--lk 0 IrAl = VARN mmi T I " =0 ma= SECTION 21, TWP. 23 N., RGE. W.M. NOTE: IMPPPM;:ARI F MATERIAL MAY BE CONSTRUCTED OF FINES, SOILS WITH 5% BY WEIGHT VEIGHT CEMENT OR A CONCRETE TEND INTO THE ADJACENT TRENCH THE COLLARS ARE TYPICALLY 4LL BE CONSTRUCTED ON A SLOPE IS BETWEEN 10% AND SLOPES 20 % -30% AND A 50 4RE BETWEEN 30 % -40 %. IAN 40 %, SPECIAL DRAINAGE SARY. SCALE: 1 " =5' )R SHALL SUBMIT DRAWINGS AND )NS FOR THE VAULT, WETWELL AND FOR REVIEW AND APPROVAL BY OF RENTON. THE SUBMITTAL SHALL ED BY A STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. NOTE: BASE FOR WET WELL SHALL BE OVEREXCAVATED AND STRUCTURAL FILL BACKFILL PLACED ACCORDING TO GEOTECH'S RECOMMENDATIONS. DAYLIGHT AT WETLAND BOTTO (AS SHOWN ON PLANS) 6" PERF PVC PIPE TYPE AND SIZE AS \ W/ PERFORATIONS SPECIFIED IN PLAN VIEW \ \ (IF DETERMINED NECESSARY \ \ BY GEOTECHNICAL ENGINEER) I 7 I II o CLEANOUT TOP ELEV 2' MIN ABOVE SEEPAGE BARRIER TOP OF PIPE 3, COMPACTED IMPERMEABLE BACKFILL (NATIVE SILTY SAND OR SILT) MATERIAL TO BE APPROVED BY GEOTECH 2' MIN - - PRIOR TO PLACEMENT NOTE: CONTRACTOR SHALL NOTIFY GEOTECHINICAL ENGINEER 24 HOURS IN ADVANCE TO DETERMINE SUITABILITY OF IMPERMEABLE MATERIAL BACKFILL TO BE USED FOR SEEPAGE BARRIER. NOT TO SCALE 3 /i°6.3 3. PIPE BEDDING TRENCH BOTTOM 6" PERF PVC W/ PERFORATIONS (IF DETERMINED NECESSARY BY GEOTECHNICAL ENGINEER) '11 KEY MW N.T.S. AWOv®d By Date DEVELOPER: ROGER NIX 14 *4 PAGEANTRY COMMUNITIES ►Co &0 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425 235 -0744 425) 235 -1394 FAX ENGINEER: o v 18215 72ND AVENUE SOUTH 20 �y KENT, WA 98032 (425)251 -6222 TANG ENG`N�� (425)251 -8782 FAX CITY OF RENTON E.)EPAF17MENT UF= PUBLIC WORKS SEWER LIFT STATION SITE PLAN ASBUILT SHADOWHAWK (AKA: Kensington Crest Condon �� ,p 26016 O �� DESIGNED MTS DRAWN DWW IFS DATE 6�6�2000 S��NA L ECG CHECKED RJA SCALE 1 " =5' EXPIRES 2/5/04 APPROVED DIRECTOR OF PUBLIC WORKS FILE NO. 0 N r7 d- N I N r� h N m I N hr} d' N in N X O E N E Ln II U V1 N to 0 0 N r7 O 6 a 3 v> I N r` 6 N M a- r` i 0 0 0 r` 0 r r.� 1 is I b � � E � t r i • As Ti"Mq@ ,E 7 OFFICE FICE �) I 2ps SCALE —ONG DWG NO. G-3 SHEET NO It > 9n m WET WELL 48' ACCESS HATCH. SEE NOTE. ELEVATION VARIES — SEE SITE PLAN WET WELL RIM WET WELL VENT UPPER ACCESS LADDER —� SAFETY RAIL (TYPICAL) —� WET WELL —� CLEANING PAD. SEE DETAIL DRAWING G -1. a� 208.0' (11' -0 ") v TOP OF CLEANING PAD 206.5' (9' -6 ") 200.5' (3' -6 ") HIGH LEVEL FLOAT ALARM 200.3' (3' -3 ") EMERGENCY PUMP START FLOAT 198.3' (1' -31 EMERGENCY PUMP STOP FLOAT 197.0' (0' -0 ") WET WELL FLOOR R' :101 1:01 C. DRY WELL ACCESS LADDER 50 FEET OF 3/4" INDUSTRIAL GRADE FLEXIBLE WATER HOSE WITH NOZZLE AND STAINLESS STEEL WALL MOUNT RACK. UNI —HOIST WALL SLEEVE MODEL US 101. INSTALL TYPICAL TO WET WELL. t < ::...... ..:.. . ...:: WATER LINE TO REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. SEE SITE PLAN FOR DETAILS. 10 11 12 :J RJ CONNECTION -- �. 21 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 56' 0 • • • wir DRY WELL VENT NEI LEVEL TRANSMITTER SETPOINTS 200.0' (3' -0 ') HIGH LEVEL ALARM 199.5' (2' -6 ") LAG PUMP START 199.0' (2' -0 ") LEAD PUMP START 198.5' 1' -5" PUMP STOP LOWER ACCESS LADDER STAINLESS STEEL GUIDE RAILS MULTI /JOINT CONNECTION. SEE SHACKLE ROD NOTE. 8" (TYP) (1) 120V MIN. 45gpm AT 10' HEAD SUMP PUMP EQUAL TO PACO PIP 701a. PLUMB TO WET WELL WITH 11%" PIPE INCLUDING CHECK VALVE. PROVIDE UNION AND BALL VALVE ON EACH RUN OF STRAIGHT PIPE. SECURE PIPE TO WALL. ALL PIPE FITTINGS TO BE PVC, COPPER OR BRASS SUMP PUMP PIT. SEE DETAIL THIS SHEET. FINISH INTERIOR PIPING PER SPECIFICATIONS. ACCESS HATCH NOTE HATCHES SHALL BE DOUBLE ALUMINUM DIAMOND PLATE ACCESS "DOORS EQUAL TO LW HATCH TYPE JD. DOORS TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT. DOORS SHALL PROVIDE SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, ODOR RESISTANT GASKET, RECESS HASP COVERED WITH HINGED L.ID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE 1Y2" PVC DRAIN FROM FRAME TO DRAINS SUMP. MOUNT SECURELY WITH STAINLESS STEEL BRACKETS. PROVIDE ACCESS HATCH WITH TWO STAINLESS STEEL SAFETY CHAINS (ONE AT EACH OPEN END). PROVIDE EACH CHAIN WITH ONE STAINLESS STEEL CLEVIS CRAP HOOK WITH SAFETY CLIP FOR EASY REMOVAL. PROVIDE DOORS WITH CAPTIVE BOLTS. ACCESS LADDER /-- DRY WELL 10 16 �� 2,0 _ 9' -2" BELOW GRADE BOTTOM OF SUMP PUMP PIT SHACKLE ROD NOTE PROVIDE (2) COR —TEN OR STAINLESS STEEL SHACKLE RODS OF MINIMUM` 1/2" DIAMETER WHERE SHOWN ON THE PLANS. COAT RODS WITH EPDXY PAINT INSIDE WET WELL AND WHEN BURIED. MOUNT WITH STAINLESS STEEL OR COR -TEN HARDWARE. PROVIDE ADAPTER FROM (3) SHACKLE ROD SYSTEM TO (2) SHACKLE ROD SYSTEM: AS NEEDED TO ATTACH TO MULTI /JOINT DISCHARGE ON WETWELL BASIN. CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTION AND RESTRAINT ASSOCIATED WITH MULTI /JOINT CONNECTIONS. SHACKLE RODS, ADAPTERS AND ALL HARDWARE MUST BE STAINLESS STEEL OR CDR —TEN; - STRUCTURAL NOTE THIS PLAN IS FOR CONSTRUCTION OF MECHANICAL AND WETWELL BASIN COMPONENTS OF THE LIFT STATION SEE STRUCTURAL PLAN BY OTHERS FOR CONSTRUCTION OF THE WETWELL AND DRYWELL STRUCTURES. PROFILE VIEW 1" = 21-0" (6 ll 0%0 son bumP PUMP PIT 217.5' (20' -6 ") DRY WELL RIM •11 212.8' (15' -10 -) FORCE MAIN CENTERLINE 7' -2" BELOW GRADE VAULT FLOOR 6" PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. —r SUMP PUMP 16" #4 REBAR 6" O.C. HAND PLACE GROUT BETWEEN T PIPE AND MANHOLE WALL (TYP) 6" 1- 8" DI GRAVITY SEWER TO LIFT STATION. DRILL HOLES 4" INTO DRY WELL AND EPDXY TO SECURE REBAR FOR SUMP PIT (TYPICAL) REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 RI-12 ENGINEERING INC. DATE M) C 17 I' GRAVITY SEWERINTAKE u� VALVE NUT EXTENSION. 8" GATE VALVE (FLxMJ) FORM CHANNEL IN GROUT, 22780 EXPIRES 3/19/20, SIGNED. 11126 1 71 RH2 ENGINEERING, NC. BELLINGHAM OFFIC BOTHELL OFFICE EAST WENATCHEE t FFiCE PORT ORCHARD OF ICE ROUTE SEWAGE TO GATE VALVE. 0 its R DRAWING IS NOT TO CALE •�-�4 "' " = °�"�''' IF BAR IS NOT 2" L )NG PLOT: 24 DWG NO. Alf ENGINEER: DMB �,M-1 ITY SEWER INTAKE C C REVIEWED: DM 1 "— 2 '— — 0 DATE: JAN 27, 2003 NEE o. CLIENT: PAG AS— BUILTS DJB MM 1/24/03 JOB No.: 101-082 NO. REVISION BY REVIEW DATE FILENAME: KCC—M1 17�1- ' M L � x t ``55 t1 ,I MECHANICAL LEGEND O SUBMERSIBLE SUMP PUMP, SEE SPECS. O TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" DISCHARGE Q3 4" DI SPOOL (FLxPE), APPROX. 164" LENGTH ® 4" DI 90° BEND (FLxMJ) O5 4" DI PIPE, APPROX. 67" LENGTH © 4" DI LONG PATTERN MJ SLEEVE O7 4" DI PIPE, APPROX. 93" LENGTH ® 4" FICA Q9 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO KENNEDY MODEL 106, SEE SPECS. 10 4" ECCENTRIC VALVE (FLxFL) w /HANDWHEEL 11 4" DI 45° BEND (FLxFL) 0 4" DI SPOOL (FLxPE), APPROX. 28" LENGTH 13 4" DI SPOOL (FLxFL) 24" LENGTH 14 4" DI WYE (FLxFLxFL) 15 4" DI SPOOL (FLxFL) 20" LENGTH 16 4" MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 17 4" DI SPOOL (FLxPE), APPROX. 16" LENGTH 18 4" FLANGE ADAPTER (FLXRJ) 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REQUIRED. © ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". 21 J" HOSE BIB, MOUNT 2' -0" ABOVE VAULT FLOOR. © 8" DI TEE (FLxFLxFL) ©3 8" DI SPOOL (FLxPE) w /BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED M) C 17 I' GRAVITY SEWERINTAKE u� VALVE NUT EXTENSION. 8" GATE VALVE (FLxMJ) FORM CHANNEL IN GROUT, 22780 EXPIRES 3/19/20, SIGNED. 11126 1 71 RH2 ENGINEERING, NC. BELLINGHAM OFFIC BOTHELL OFFICE EAST WENATCHEE t FFiCE PORT ORCHARD OF ICE ROUTE SEWAGE TO GATE VALVE. 0 its R DRAWING IS NOT TO CALE •�-�4 "' " = °�"�''' IF BAR IS NOT 2" L )NG PLOT: 24 DWG NO. Alf ENGINEER: DMB �,M-1 ITY SEWER INTAKE C C REVIEWED: DM 1 "— 2 '— — 0 DATE: JAN 27, 2003 NEE o. CLIENT: PAG AS— BUILTS DJB MM 1/24/03 JOB No.: 101-082 NO. REVISION BY REVIEW DATE FILENAME: KCC—M1 17�1- ' M L � x t ``55 t1 ,I MANHOLE WALL ANCHOR BOLTS 4 "x4 "xY2 "x7" LG FRP ANGLE (T 6 "x5Y "xY "x5Y" LG FRP T -CLI'. MAN MON uAft LE 1N E Al NOT TO SCALE 6 "x2 "x -" FRP SPACER PLATE (TYP) %" SS FASTNERS (TYP) I" FRP SPACER PLATE (TYP) UHANNEL UUNNECTION - P.UN Al NOT TO SCALE %" SS FASTNERS (TYP) 6 "x5Y2 "xV "x5Y2" LG FRP T -CLIP (TYP) 4" 6 "x6 "x -" FRP SPACER PLATE (TYP) SS 2 "xl 1/4" BAR OR DYNARAILTI ISOFR SQUARE TUBE LADDER SYST9 3 "x3 "x1 /2" ANGLE. SECURE TO WET WELL WITH 5/80 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER, 6" EMBEDMENT. CLEANING PA 2" 8' -10" WET WELL UPPER LADDER. 1 12" LADDER SLIDI SEE DETAIL LOWER LADDER LADDER UP EXTENDER. SEE DWG NQ. G -2 ALUMINUM WITH LADDER DETAILS. NON - CORROSIVE HARDWARE. SS 1" DIAMETER ROD WITH NON -SLIP FOOTING SURFACE OR DYNARAILTM ISOFR SQUARE TUBE LADDER SYSTEM SS 3 "x3 "x1 /2" ANGLE SS 3 "x3 "x1 /2" PLATE. BOLT THROUGH GRATING TO ANGLE BELOW. �•� 1" = 1' -0" WET WELL LADDER HOLD HOOK. SEE DETAIL ON DWG NO. G -2. GAl SEE MANHOLE CONNECTION DETAIL LADDER HOLD HOOK. SEE DETAIL THIS SHEET AND ON DWG NO. G -2 LADDER SLIDE. SEE DETAIL DWG NO. G -2. UPPER LADDER. SEE DETAIL THIS SHEET. B/B 6 "x1 WxY" FRP CHANNEL BEAM (TYP) 3 "x3 "x %" ANGLE GRATING SUPPORT. MOLDED TO FIT CURVE OF WALL. ATTACH WITH %" EXPANSION ANCHORS (TYP) B/B 10 "x2% "xY2" CHANNEL BEAM SEE CONNECTION DETAILS THIS SHEET LADDER NOTES 1. WET WELL LADDER SHALL BE DYNARAILTM ISOFR SQUARE TUBE LADDER SYSTEM. 2. ANCHORING .AND HARDWARE SHALL BE STAINLESSL STEEL. 3. LADDERS SHALL BE CONSTRUCTED TO ALL APPLICABLE OSHA STANDARDS. 4. LADDERS SHALL BE CONSTRUCTED MINIMUM 16" WIDE, 12" RUNG SPACING WITH .MINIMUM 3/4'' DIAMETER OR 2" WIDE RUNGS. •11 DRY WELL REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RH2 ENGINEERING INC. DATE 1" = 2' -0" 5' -0" UNI -HOIST WALL SLEEVE / `- ACCESS HATCH OUTLINE FIBERGLASS GRATING. 1 -PIECE FOR ENTIRE PLATFORM. CLEANING PAD NOTE USE SADDLE TYPE HOLD -DOWN CLIPS (ASTM A304 STAINLESS STEEL) WITH 3/16-0 STAINLESS STEEL BOLTS, MINIMUM 4 CLIPS PER PANEL. DRY WELL ACCESS HATCH LADDER UP EXTENDER. ALUMINUM WITH r NON- CORROSIVE HARDWARE SS LADDER FROM VAULT MANUFACTURER WITH NON -SLIP FOOTING SURFACE OR DYNARAILTM ISOFR SQUARE TUBE LADDER SYSTEM. LOCATE LADDER AS SHOWN ON PLANS. i ' 1' 1 '1 LL /iSV :$'�cI9R8849 �'S' TONAL EXPIRES 3/1972QC SIGNED: 111261!1 0 z Z cgi • LjLl 20 0 LLI cc rA U "3 LjL Z 0 z W ■ • • • RH2 ENGINEERING INC. BELLINGHAM OFFI :E BOTHELL OFFICE EAST WENATCHEE DFFICE PORT ORCHARD OI FICE SCALE: SHOW i DRAWING IS NOT TO SCALE IF BAR IS NOT 2" _ONG PLOT: 24 DWG NO. ENGINEER: DMB G -1 REVIEWED: MLM DATE: JAN 27, 2003 SHEET O. CLIENT: PAG JOB No.: 101.082 10 FILENAME: KCC -G1 a r7 � t t�1 ` , o� C WSDOT TYPE 2 BOLLARD. INSTALL PER WSDOT STANDARD PLAN H -13a. 3" ACP TOP COURSE CONCRETE FOUNDATION 6" CRUSHED SURFACING TOP COURSE 10" MIN. r— 1' -6" MIN. ----1 4" SHORT RADIUS 90' ELBOW (2) BEEHIVE STRAINER 1/4" 10 "x1 O "x1 /2" STEEL PLATE FINISH GRADE INSULATED ENCLOSURE WITH LOCK, HEAT SOURCE, AND DRAIN PORTS. LOK BOX, MODEL HB75 OR APPROVED EQUAL. CENTER ENCLOSURE OVER PIPING. AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER VENT DISCHARGE ELBOW GFI RECEPTACLE - 4" STAINLESS STEEL PIPE 3/4" DIA. REDUCED PRESSURE VALVE /BACKFLOW PREVENTER DEVICE EQUAL TO FEBCO MODEL 880. 3/4" DIA. ISOLATION VALVE, EACH SIDE 3/4" HOSE BIB 12" MIN ANCHOR ENCLOSURE TO PAD WITH (4) SS 1/2" ANCHOR / BOLTS. xx/ VENT PIPE (TYPICAL) 6"xl /4" DIAMETER STEEL BAR. VENT PIPE DISCHARGE DETAIL NOT TO SCALE VON– SHRINK GROUT, TYP. VENT IN WET WELL NOT TO SCALE I.E. 213.5' 77 I O ` E- Z x w 4ON– SHRINK GROUT, TYP. NOT TO SCALE NOT TO SCALE NOT TO SCALE 3' Y2" DIAMETER SS 4" HIGH I DYNARAIL- ISOFR SQUARE TUBE LADDER SYSTEM CONSISTING OF 14" DIAMETER FLUTED RUNGS, 1 r SQUARE TUBE RAILS AND 316 STAINLESS STEEL HARDWARE BRACKET ALLOWS RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. 2" GALVANIZED STEEL PIPE AS REQUIRED (2) 5/8 "a SS DRILL AND EPDXY < ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM. STANDON ADJUSTABLE PIPE SUPPORT TOPPING GROUT VALVE VAULT FLOOR 2 "x %" BENT STAINLESS STEEL. ANCHOR BOLT TO WALL WITH r- HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8" OFFSET FROM WALL. STAINLESS STEEL CHANNEL OR BENT STAINLESS STEEL, 6" LENGTH. SELECT TO PROVIDE INSIDE CLEARANCE OF ON ALL SIDES. 3"x3 "xlA" BASE PLATE NOT TO SCALE 1" = 2' -0" ''Afl" AIL ACCESS TO LOWER ACCESS LADDER SAFETY CHAIN 2 EACH w/ SNAP RING AT MANHOLE WALL. y4" ACCESS HATCH , MECHANICAL PIPING NOT SHOWN THIS VIEW FOR CLARITY. 4 v 77 I WET WELL CLEANING PAD STAINLESS STEEL ANCHOR CONNECTED TO WALL. 45' BEVEL –CUT BOTTOM OF PIPE STARTI CENT LEVEL _v KIN TP namlll 01 NG AT `– TOP FIBERGLASS BASIN ERLINE TRANSMITTER DETAIL. NOT TO SCALE •11 V DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN. 4" INTO WET WELL WALL. 3/4" SS TUBE FOR HINGE. WELD TO HOOK BAR. 14"x2%1/8" SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 RH2 ENGINEERING INC. DATE /1\ AS– BUILTS NO. REVISION BRACKET R ACCULIFE. wWAS�1l`t .t� $ 22780 9 A G13T88� s EXPIRES 3/19/2 )04 SIGNED. 11126 401 • • = 1 SCIENTISTS RH2 ENGINEERING, INC. BELLINGHAM OFFIC E BOTHELL OFFICE EAST WENATCHEE )FFICE PORT ORCHARD OF 'ICE SCALE: SHOWN 0 1» - 2„ DRAWING IS NOT TO ` CALE IF BAR IS NOT 2" L )NG PLOT: 1 DWG NO. ENGINEER: DMB G -2 REVIEWED: MLM DATE: JAN 27, 2003 HEET NO. CLIENT: PAG 4 DJB MM 1/24/03 JOB NO,: 101.082 vi BY REVIEW DATE FILENAME: KCC–G2 G IC a n�X1— THERMAL MAGNETIC BREAKER OHP - - - - THERMAL OVERLOAD __. -- -- P — -- MAGNETIC BREAKER ONLY TEL — CIRCUIT BREAKER CIRCUIT BREAKER WITH — PROPOSED TELEPHONE CURRENT LIMITING FUSE �] FUSE FUSED SWITCH —p FUSE CUTOUT ST SHUNT TRIP SWITCH UNIT SUBSTATION, SWITCHGEAR, MOTOR CONTROL CENTER SURFACE MOUNTED PANELBOARD FLUSHED MOUNTED PANELBOARD CONTROL STATION --�— EQUIPMENT MOUNTING STAND M SINGLE PHASE MOTOR. HORSEPOWER AS NOTED 75 THREE PHASE MOTOR. HP HORSEPOWER AS NOTED L MOTORIZED LOUVER ACTUATOR SAFETY SWITCH COMBINATION MOTOR STARTER AND SAFETY SWITCH MS1 S MANUAL MOTOR STARTER GROUND ROD SIZED PER N.E.C. USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. HH MANHOLE OR HANDHOLE MH Ds DISCONNECT SWITCH ® STANDARD SWITCH, 120VAC, 20 AMP 3 —WAY SWITCH, 120VAC, 20 AMP 3WAY 4— POSITION SWITCH, 120VAC, 20 AMP, LABEL SWITCH POSITION HOA HAND —OFF— MOTION —PHOTO FLUORESCENT FIXTURE —00 WALL /CEILING MOUNTED FIXTURE 0­0 I POLE MOUNTED FIXTURE WALL /CEILING MOUNTED EXIT LIGHT — DIRECTIONAL ARROW WHERE INDICATED SHADED AREA INDICATED ILLUMINATED FACE WALL /CEILING MOUNTED EMERGENCY LIGHT WITH REMOTE BATTERY ELECTRICAL SYMBOLS LEGEND OC MOTOR OPERATION COUNTER EMERGENCY LIGHT WITH SELF CONTAINED BATTERY SSRVS SSRVS —SOLID STATE REDUCED VOLTAGE STARTER SINGLE RECEPTACLE, 120V ti VARIABLE FREQUENCY DRIVE ti POWER TRANSFORMER N� CONTROL POWER TRANSFORMER L TRANSFORMER DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, RATING AS NOTED J CEILING JUNCTION BOX J WALL JUNCTION BOX J FLOOR JUNCTION BOX WALL TELEPHONE OUTLET ( +12 ") WALL TELEPHONE OUTLET ( +60 ") FLOOR TELEPHONE OUTLET F FIRE ALARM PULL STATION F FIRE ALARM FLASHING LIGHT F FIRE ALARM HORN BELL B BUZZER H HEAT DETECTOR < > S SMOKE DETECTOR (9 END OF LINE RESISTOR F A C P FIRE ALARM CONTROL PANEL E O L INSTRUMENT GE ELECTRICAL PLUG MD MOTION DETECTOR pC PHOTO CONTROL CELL EYS EXPLOSION PROOF CONDUIT SEAL FITTING CONTACTOR RTM MOTOR RUN TIME METER CURRENT TRANSFORMER VOLTAGE TRANSFORMER 75WATTS k��A� HEATER, WATTAGE NOTED HEATER &— UTILITY POLE AND GUY WIRE LEJPOWER VAULT OKIRK KEY INTERLOCK CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. PLUG —IN CONNECTION PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIM CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. —I— CAPACITOR T ENGINE GENERATOR GENERATOR CONNECTION RECEPTACLE S SOLID NEUTRAL N TB TERMINAL BLOCK LA LIGHTING ARRESTOR —p SURGE ARRESTER METAL PIPE GROUND LIMIT SWITCH LIMIT SWITCH — SQUARE D HEAVY DUTY TYPE C, CLASS O.�_ O 9007 OR APPROVED EQUAL. SELECT ACTUATOR LEVER �•T ARM BEST SUITED FOR MOUNTING ON ACCESS HATCH. 1 GROUND VACUUM BREAK SWITCH INDICATE TYPE BY I INSTRUMENT METER LETTER V A — AMMETER VAR — VARMETER AH — AMPERE —HOUR VARH — VARHOUR METER PF — POWER FACTOR W — WATTMETER V — VOLTMETER WH - WATTHOUR METER AM VA — VOLT AMMETER ABBREVIATIONS SPDT — SINGLE POLE, DOUBLE THROW SPST — SINGLE POLE, SINGLE THROW DPST — DOUBLE POLE, SINGLE THROW WP — WEATHER —PROOF GFI — GROUND FAULT INTERRUPT P — POWER C — CONTROL J — INSTRUMENTATION PC — POWER & CONTROL CJ — CONTROL & INSTRUMENTATION GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT I ALL OF THE INFORMATION SHOWN ON THIS PAGE. WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. 3. NOTIFY THE 'ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE ,DUE. TO FIELD CONDITIONS. LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. •11 LINE SINGLE RECEPTACLE, 208V OHP - - - - DUPLEX WALL RECEPTACLE , 120V __. -- -- P — -- WP = WEATHERPROOF TEL — G = GROUNDED IG = ISOLATED GROUND — PROPOSED TELEPHONE GF = GROUND FAULT INTERRUPTER DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, RATING AS NOTED J CEILING JUNCTION BOX J WALL JUNCTION BOX J FLOOR JUNCTION BOX WALL TELEPHONE OUTLET ( +12 ") WALL TELEPHONE OUTLET ( +60 ") FLOOR TELEPHONE OUTLET F FIRE ALARM PULL STATION F FIRE ALARM FLASHING LIGHT F FIRE ALARM HORN BELL B BUZZER H HEAT DETECTOR < > S SMOKE DETECTOR (9 END OF LINE RESISTOR F A C P FIRE ALARM CONTROL PANEL E O L INSTRUMENT GE ELECTRICAL PLUG MD MOTION DETECTOR pC PHOTO CONTROL CELL EYS EXPLOSION PROOF CONDUIT SEAL FITTING CONTACTOR RTM MOTOR RUN TIME METER CURRENT TRANSFORMER VOLTAGE TRANSFORMER 75WATTS k��A� HEATER, WATTAGE NOTED HEATER &— UTILITY POLE AND GUY WIRE LEJPOWER VAULT OKIRK KEY INTERLOCK CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. PLUG —IN CONNECTION PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIM CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. —I— CAPACITOR T ENGINE GENERATOR GENERATOR CONNECTION RECEPTACLE S SOLID NEUTRAL N TB TERMINAL BLOCK LA LIGHTING ARRESTOR —p SURGE ARRESTER METAL PIPE GROUND LIMIT SWITCH LIMIT SWITCH — SQUARE D HEAVY DUTY TYPE C, CLASS O.�_ O 9007 OR APPROVED EQUAL. SELECT ACTUATOR LEVER �•T ARM BEST SUITED FOR MOUNTING ON ACCESS HATCH. 1 GROUND VACUUM BREAK SWITCH INDICATE TYPE BY I INSTRUMENT METER LETTER V A — AMMETER VAR — VARMETER AH — AMPERE —HOUR VARH — VARHOUR METER PF — POWER FACTOR W — WATTMETER V — VOLTMETER WH - WATTHOUR METER AM VA — VOLT AMMETER ABBREVIATIONS SPDT — SINGLE POLE, DOUBLE THROW SPST — SINGLE POLE, SINGLE THROW DPST — DOUBLE POLE, SINGLE THROW WP — WEATHER —PROOF GFI — GROUND FAULT INTERRUPT P — POWER C — CONTROL J — INSTRUMENTATION PC — POWER & CONTROL CJ — CONTROL & INSTRUMENTATION GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT I ALL OF THE INFORMATION SHOWN ON THIS PAGE. WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. 3. NOTIFY THE 'ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE ,DUE. TO FIELD CONDITIONS. LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. •11 LINE TYPE LEGEND OHP - - - - -- EXISTING OVERHEAD POWER __. -- -- P — -- — — EXISTING UNDERGROUND POWER TEL — -- EXISTING TELEPHONE T - -- — PROPOSED TELEPHONE FA FIRE ALARM CONDUIT EXISTING SIGNAL 120/240 VOLT WIRING — Q 480 VOLT WIRING SIGNAL WIRING — — — -- — UNDERGROUND DIRECT BURIAL CABLE — WIRING CONNECTED BUS CONDUIT CONCEALED BELOW GRADE, IN SLAB OR WALL. LINE TYPE COLOR WILL VARY DEPENDING ON VOLTAGE CONDUIT AND WIRE EXPOSED OR SURFACE MOUNTED UNLESS OTHERWISE NOTED. LINE TYPE COLOR WILL VARY DEPENDING ON VOLTAGE U — -- GROUND CONDUIT RUN UP THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. CONDUIT RUN DOWN THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WILL VARY C DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. CONDUIT STUBBED UP AND CAPPED. LINE TYPE AND COLOR WILL VARY DEPENDING ON E THE VOLTAGE AND INSTALLATION REQUIREMENTS. HOME RUN TO PANELBOARD OR AS INDICATED CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED FLEXIBLE CONDUIT CONDUIT WITH SEAL FITTING CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS —�— _ CALLOUT INDICATING CONDUIT SIZE, NUMBER �- y" GRC, 2 — #12 AND SIZE OF WIRE. CALLOUT INDICATING CONDUIT PER SCHEDULE 100 UNDERGROUND DUCT LINE (CONC. ENCASEMENT) UNDERGROUND DIRECT BURIAL CONDUITS O O O O TWISTED SHIELDED WIRE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN_ 24, 2003 RH2 ENGINEERING INC. DATE Fl i� EXPIRES 8/2/0 SIGNED. 11126191 22780 EXPIRES 3/19/20 Q Tr- MFn• it 12R 61 U2 W H� �O 0 Uy E° zo Wz a k� PLa�I� r L� W `® W illu Q f" W iii;[ J RH2 ENGINEER VG, INC. BELLINGHAM C =FILE BOTHELLOFFI( E EAST WENATC SEE OFFICE PORT ORCHAR ) OFFICE SCALE: E TOWN 6 0 DRAWING IS NO TO SCALE IF BAR IS NO` 2" LONG DWG NO. PLOT: 1 ENGINEER: DB E-1 REVIEWED: MM DATE: JAN 27, 2C i3 SHEE 0 CLIENT: PAG JOB NO.: 101.082 FILENAME: KCC —E1 10 WET WELL WET WELL TRANSDUCER. SEE DRY WELL DETAIL ON DWG NO. JG2. i I f iA PROPOSED ELECTRICAL 3' -8" L x 2' -8" W x 3' -6" H' ELECTRICAL VAULT FOR SPLICING JACKETED j CABLE TO BUILDING WIRE. UTILITY VAULT COMPANY MODEL # 233 —LA OR EQUAL. (TYPICAL). I i ELECTRICAL VAULT EYS CLASS 1 DIVISION 1 AREA 30VE GRADE LIMIT SWITCH TO TURN ON WITH OPEN ELECTRICAL ENCLOSURE DOORS. ZS4 o ZS5 OF 0 ELECTRICAL ENCLOSURE TELEMETRY ANTENNA. TO BE INTRUSION LIMIT SWITCH LOCATED IN THE FIELD DURING (TYPICAL EACH DOOR) CONSTRUCTION. ZS4 9 600 AMP BUS 480 VOLT 60Hz 30 3 WIRE 42,000 AIC TELEMETRY PANEL A8 - - 3P -30A ; 3P -30A 20A �______ I (PROVIDED BY CITY) C 480V ! 480V t r20A r1 i 142 KAIC 42 KAIC µ s NEUTRAL! 20A _ _ _,_ __._ L } RA POWER I _ { i j _____ METER _ 20A I(' j I ! 20A ( "� I i I 7 I� M2 -CPT I j — ' M1 —CPT '— 20A I I 3P -30A j I. NOTE 2 — ! NOTE 2 ( ( �� 20A �'� 480V K 42 KAIC E i I 2P -125A— 480V ` 104AT KAIC 42 ; �'I _ I � � i 125AF M2 —OL - ' M1 —OL , 1 _ — `' M K 1 480V — 5KVA j ©� 240/120V 10 i i -144AT }` '>-5 125AF Y, POWER RACEWAY SCHEDULE RACEWAY DESCRIPTION ORIGINATION TERMINATION Q 1 -1/4" GRC, 4 — #3 SERVICE DISCONNECT UTILITY METER 0 1 -1/4" GRC, 4 — #3 UTILITY METER MANUAL TRANSFER SWITCH Q 1 -1/4" GRC, 4 — #3 zj� PAD —MOUNT TRANSFORMER SERVICE DISCONNECT 0 1 -1/4" GRC, 4 — #3 MANUAL TRANSFER SWITCH GENERATOR CONNECTION RECEPTACLE A NOT USED — — A NOT USED — — Q NOT USED — — _8 2 — #12, 1 — #12 G TELEMETRY PANEL BREAKER Q 1/2" GRC, 2 — #12, 1 — #12G ELECTRICAL ENCLOSURE LIGHT BREAKER 0 1/2" GRC, 2 — #12, 1 — #12G WET WELL LIGHT BREAKER A 1/2" GRC, 2 — #12, 1 — #12G VALVE VAULT RECEPTACLE BREAKER Q 1/2" GRC, 2 — #12, 1 — #12G SUMP PUMP BREAKER A 1" GRC, 3 — #10, 4 — #14, 1 — #10G MOTOR N0. 1 MOTOR STARTER 0 1" GRC, 3 — #10, 4 — #14, 1 — #10G MOTOR NO. 2 MOTOR STARTER 0 2" GRC, PUMP 1 JACKETED CABLE MOTOR NO. 1 MOTOR STARTER 2" GRC, PUMP 1 JACKETED CABLE MOTOR NO. 2 MOTOR STARTER A 1" GRC, 6 — #14 FLOAT SWITCHES TELEMETRY PANEL A 1 -1/2" GRC, JACKETED CABLE LEVEL TRANSDUCER TELEMETRY PANEL Q 2" GRC, 3 —FLOAT CABLES FLOATS TELEMETRY PANEL A 1" GRC, 5 — #14, 1 — #12G VALVE VAULT DEVICES TELEMETRY PANEL 0 NOT USED — — Q ANTENNA CABLE TELEMETRY RADIO ANTENNA Q j 1/2" GRC, 2 - #14, 1 — #14G INTRUSION ALARM SWITCH TELEMETRY PANEL A71/2' GRC, 2 — #12, 1 — #12G GFI RECEPTACLE BREAKER ELECTRICAL EQUIPMENT LEGEND OA UTILITY METER ENCLOSURE — AS APPROVED B PUGET SOUND ENERGY. © GENERATOR CONNECTION RECEPTACLE — OUTDOOR RATED, 600V, 100A, 4 —POLE, 3 —WIRE, THREADED CAP, WEATHERPROOF. GROUSE HINDS MODEL NO. AREA10486 OR EQUAL THAT MATCHES CITY'S EXISTING PLUG. © TELEMETRY PANEL — PROVIDED BY CITY, INSTALLED THIS CONTRACT. PROGRAMMING AND CONNECTION TO MASTER BY OTHERS. CONNECT TO PROPOSED SENSORS, ALARMS, AND DEVICES. pO WALL MOUNTED INCANDESCENT FIXTURE — EXPLOSION PROOF, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED SERVICE LIGHT BULB. APPLETON PART NOS. AALB -75 (BRACKET), AAU -15N (FIXTURE UNIT), AAGU -1 (ALUMINUM GUARD) OR EQUALS. FURNISH ALL NECESSARY CONDUIT AND SEALS TO MEET EXPLOSION PROOF CRITERIA. MOUNT AS HIGH AS POSSIBLE ON WALL. O ELECTRICAL EQUIPMENT PANEL LIGHT FIXTURE — INCANDESCENT, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED LIFE BULB. HUBBELL MODEL VX -151 OR EQUAL. 0 LIMIT SWITCH FOR ACTIVATING PANEL LIGHT. SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. © INTRUSION ALARM SWITCH — SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. 0 CHECK VALVE POSITION LIMIT SWITCH — SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. SEE DETAIL ON DWG NO. G2. 0 FLOOD SWITCH — OMEGA MODEL LV -10 OR EQUAL. MOUNT TO END OF 1/4" PVC PIPE AND SECURE TO WALL WITH MINIMUM OF TWO STAINLESS STEEL PIPE CLAMPS. SWITCH SHALL TRIP AT 1/2- OF WATER LEVEL IN VAULT. © WET WELL LIGHT SWITCH — AC QUIET TYPE 20 AMP SINGLE POLE. ® TRANSIENT VOLTAGE SURGE SUPPRESSER — 6 "x6 "x6" NEMA 4 ENCLOSURE, ORION MODEL ORN -3Y 277/480V. NO SUBSTITUTION. 0 22780 �gGIST8g�9 EXPIRES 3M7200,1 SIGNED. 11126/( t E ... 1 16727 GrsT�';V IoN AL p _ EXPIRES 8/2/0' SIGNED. 11/26/'1 GENERATOR CONNECTION RECEPTACLE #6 BARE COPPER GROUND J ELECTRODE CONDUCTORS TO GROUND ELECTRODE PER N.E.C. 3/4"x8' LONG COPPER GROUND ROD (TYPICAL ONE ROD EACH E► SIDE OF ELECTRICAL �.�.. Als ENCLOSURE) h, w A2 :50 ::� %w KWH 0 ' Q H LL LLI ® --� LL 100 AMP FUSED SERVICE ENTRANCE SWITCH. Q 700 E y� MP z M /� O PAD —MOUNT TRANSFORMER N �, SECONDARY 48OV, 3— PHASE, 4W. W Z 0 2,. ctiil f� a ISA SYMBOL LEGEND LEVEL SWITCH LEVEL SWITCH SPDT LIMIT SWITCH LT LEVEL TRANSMITTER S-29003 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RH2 ENGINEERING INC. DATE AS— BUILTS NO. REVISION r RH2 ENGINEERING INC. BELLINGHAM OFFI :E BOTHELL OFFICE EAST WENATCHEE OFFICE PORT ORCHARD O 'FILE SCALE: SHON d 0 1 2 DRAWING IS NOT TC SCALE IF BAR IS NOT 2" LONG PLOT: 24 DWG NO. ENGINEER: DMB E-2 REVIEWED: MM DATE: JAN 27, 2003 sHEE6o. CLIENT: PAG DJB MM 1/24/03 JOB NO.: 101.082 i0 BY REVIEW DATE FILENAME: KCC —E2 c� NOTE ALL CONDUIT INSTALLED IN EARTH SHALL BE CONCRETE ENCASED. SEE DETAIL THIS SHEET. DRIVEWAY CENTERLINE ASPHALT PAVING DRY WELL VENTING g ELECTRI( IF BAR IS NOT 2" L( NG PLOT: SHOWN MG NO. ENGINEER: DMB E-3 REVIEWED: MM DATE: JAN 27, 2 IEET NO, 003 7" "P, A, p CLIENT: PAG JOB NO.: 101.082 `10 IILENAME: KCC—E3 WET WELL VENTING MM /24/03 BY REVIEW DATE f t -v..- 7XIC1. g g g ELECTRI( VAULT IF BAR IS NOT 2" L( NG PLOT: SHOWN MG NO. ENGINEER: DMB E-3 REVIEWED: MM DATE: JAN 27, 2 IEET NO, 003 7" "P, A, p CLIENT: PAG JOB NO.: 101.082 `10 IILENAME: KCC—E3 DJB MM /24/03 BY REVIEW DATE t g g VAULT A8 PROPOSED ASPHALT PROPOSED CRUSHED SURFACING TOP COURSE PROPOSED STRUCTURAL FILL NA11VE OR DISTURB SOIL WET WELL DESIGN BY OTHERS PROPOSED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT (TYPICAL) C^a a&-% r% IL 1^ &% UMMETE ENUAKMENT DIETAIL NOT TO SCALE PROPOSED CONCRETE ENCASEMENT. MINIMUM OF 3" COVER ON ALL SIDES OF CONDUITS. PROPOSED CONDUIT (TYPICAL) 14 q *0 1 0 1: [0--mmmel i 1. ALL ORES SHALL .13E ROUTED IN RIGID GALVANIZED, STEEL CONDUIT UNLESS, OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2- SIZE WHEN NOT NOTED ON PLANS. 2. 480 VOLT WRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS. 3. ALL, WIRE SHALL BE A MINIMUM SIZE # 12 UNLESS SHOWN OTHERWISE. 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR.ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT, NTH EQUIPMENT IN THE VAULT. 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE,CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES, REQLARE A LiNK—SEAL FITTING AROUND THE CONDUIT. PENETRATION SHALL., B,E: WATERTIGHT. /\ SEE DING NO. E-2 FOR POWER RACEWAY SCHEDULE ELECTRICAL ENCLOSURE. SEE DING NO. E-4 FOR DETAILS. TO DOMESTIC WATER HOOKUP BACKFLOW PREVENTER WELL DESIGN. BY OTHERS DRY \4 6 01. 43-711 r!1_ mgg j �g ,7 .. . . .. .0- 6 51� 77 7, M Fgg P EG':RECEPTACLE 50 < uj -.5t, "A"N "NIN 0 ZL 'T % g A. y RN E �S, 5 .. .. . . .. .... j . . . . . . . . . . -,g q wN g. ..... . g� gp&g � m r "g, .gtgz� -lDE FORCEMAIN, DESIGN, OUTS OF HERS1, m�, g, %m_,ffig VAULT:BY OT 0 g SUMP 'PUMP DISCHARGE M -,M� "Mu -- 4, gg�, -gr nam,m-,i ki - 22780 QZST IEXPIRES 3/19/20 41 SIGNED: 1112614 H. of -WA ko,otlras �O� 1� 1EXPIRES 8/2/0 SIGNED. 1112614 I I � 4 NO. AS—BUILTS REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RI-12 ENGINEERING INC. DATE RE IF BAR IS NOT 2" L( NG PLOT: SHOWN MG NO. ENGINEER: DMB E-3 REVIEWED: MM DATE: JAN 27, 2 IEET NO, 003 7" "P, A, p CLIENT: PAG JOB NO.: 101.082 `10 IILENAME: KCC—E3 DJB MM /24/03 BY REVIEW DATE A8 PROPOSED ASPHALT PROPOSED CRUSHED SURFACING TOP COURSE PROPOSED STRUCTURAL FILL NA11VE OR DISTURB SOIL WET WELL DESIGN BY OTHERS PROPOSED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT (TYPICAL) C^a a&-% r% IL 1^ &% UMMETE ENUAKMENT DIETAIL NOT TO SCALE PROPOSED CONCRETE ENCASEMENT. MINIMUM OF 3" COVER ON ALL SIDES OF CONDUITS. PROPOSED CONDUIT (TYPICAL) 14 q *0 1 0 1: [0--mmmel i 1. ALL ORES SHALL .13E ROUTED IN RIGID GALVANIZED, STEEL CONDUIT UNLESS, OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2- SIZE WHEN NOT NOTED ON PLANS. 2. 480 VOLT WRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS. 3. ALL, WIRE SHALL BE A MINIMUM SIZE # 12 UNLESS SHOWN OTHERWISE. 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR.ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT, NTH EQUIPMENT IN THE VAULT. 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE,CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES, REQLARE A LiNK—SEAL FITTING AROUND THE CONDUIT. PENETRATION SHALL., B,E: WATERTIGHT. /\ SEE DING NO. E-2 FOR POWER RACEWAY SCHEDULE ELECTRICAL ENCLOSURE. SEE DING NO. E-4 FOR DETAILS. TO DOMESTIC WATER HOOKUP BACKFLOW PREVENTER WELL DESIGN. BY OTHERS DRY \4 6 01. 43-711 r!1_ mgg j �g ,7 .. . . .. .0- 6 51� 77 7, M Fgg P EG':RECEPTACLE 50 < uj -.5t, "A"N "NIN 0 ZL 'T % g A. y RN E �S, 5 .. .. . . .. .... j . . . . . . . . . . -,g q wN g. ..... . g� gp&g � m r "g, .gtgz� -lDE FORCEMAIN, DESIGN, OUTS OF HERS1, m�, g, %m_,ffig VAULT:BY OT 0 g SUMP 'PUMP DISCHARGE M -,M� "Mu -- 4, gg�, -gr nam,m-,i ki - 22780 QZST IEXPIRES 3/19/20 41 SIGNED: 1112614 H. of -WA ko,otlras �O� 1� 1EXPIRES 8/2/0 SIGNED. 1112614 I I � 4 NO. AS—BUILTS REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RI-12 ENGINEERING INC. DATE RE C\ It IF BAR IS NOT 2" L( NG PLOT: SHOWN MG NO. ENGINEER: DMB E-3 REVIEWED: MM DATE: JAN 27, 2 IEET NO, 003 7" CLIENT: PAG JOB NO.: 101.082 `10 IILENAME: KCC—E3 DJB MM /24/03 BY REVIEW DATE C\ It DRIP SHIELD TO PREVENT WATER FROM DRIPPING IN FRONT OF THE PANEL. ELECTRICAL EQUIPMENT ENCLOSURE. SEE SPECIFICATIONS FOR DETAILS. LOCATE TELEMETRY PANEL PROVIDED BY CITY IN THIS PANEL. NOTE: NEMA - 3R ENCLOSURE DOORS NOT SHOWN THIS VIEW FOR CLARITY OF MCC VIEW. ENGINE GENERATOR RECEPTACLE 1" = 1' -0" \L�4 PROVIDE BLACK BACKGROUND PHENOLIC - ENGRAVED WARNING QIr%KI Of%[ T TA EI E(%TOI/%AI MOTOR CONTROL CENTER (MCC) INSTALLED INSIDE NEMA - 3R PADMOUNT ENCLOSURE. INSTALL MCC INSIDE ENCLOSURE TO AVOID INTERFERENCE OF MCC SECTION DOORS WITH CROSSBAR FINISH GRADE IL HOUSE KEEPING PAD HAMFERED EDGES ON ALL JIUCJ. rAD SHALL EXTEND 2" BEYOND ELECTRICAL ENCLOSURE ON ALL SIDES. �11 1 I T ELECTRICAL HOUSEKEEPING PAD 4 4 40 1 ol lo"1111 11 4 z Log UsKulso, :no] on] 4: 111101111 " "'P SHIELD 14 4 410] 1 11[o 111i ENCLOSURE DOOR REINFORCE ELECTRICAL HOUSEKEEPING PAD WITH #4 BAR AT 12" OC EW. SEE DWG NO. E -1 FOR ELECTRICAL EQUIPMENT LEGEND 4 44911 301-N1 I 1" = 1' -0" REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24, 2003 RH2 ENGINEERING INC. DATE Zi AS- GUILTS NO. REVISION 5 a- y' 30" m key 22780 +$$CISTSg�S l EXPIRES 104 SIGNED. 11/29C/01 TI $'�CIST8R�9 1 EXPIRES 8/2, 0-4 1 SIGNED. 11121'101 2 ilt J M rA LLI Z v' W �0. CC O Lei s Xo��, ® E, will tA W �lui� U l LU �z j Ek H >14 14 0 i� W zw4 Lu J �Iil1 04 1 tt ) m W !ite3�►i��� RH2 ENGINEERING INC. ,.l'J.,.0 X.. BELLINGHAM OFFI :E BOTHELL OFFICE EAST WENATCHEE OFFICE I PORT ORCHARD Of FICE t SCALE: SHOW 0 1" 2' DRAWING IS NOT TO SCALE IF BAR IS NOT 2" DNG PLOT: 24 DWG NO. ENGINEER: DMB E -4 REVIEWED: MM DATE: JAN 27, 2003 SHEET NO. CLIENT: PAG 8 DJB MM 1/24/03 JOB NO.: 101.082 ,10 BY REVIEW DATE FILENAME: KCC -E4 L It CRM1 120V PUMP CALL INTERPOSE RELAY MS1 PUMP RUN 15AN.W name aii REMOTE 120VDC THERMAL FAIL (SHIELDED). CONNECT TO TELEMETRY EM tii e; liq I I iiiil i pp ' • • • ' ' •' ilk ' • I•. NO SCALE PUMP 1 SEAL & THERMAL FAIL RESET PUMP N0. 1 MOTOR PUMP N0: 1 STARTER PUMP NO. 1 OVERTEMP LIGHT (PRESS TO TEST) OVERTEMP RELAY PUMP /SEAL FAIL (PRESS TO TEST) RUNNING TIME METER START COUNTER PUMP RUN CLASS 1, DIVISION 1 HAZARDOUS AREA POWER AND SENSING J —BOX: XP AND NEMA 4 (0 RING): GUB TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J —BOX: NEMA 4. CABLE —TO— CONDUCTOR CONNECTIONS MADE IN BOXES. BOLT AND TAPE MOTOR LEAD --- -- CONNECTIONS. MAKE SENSING AND CONTROL — CONNECTIONS ON TERMINAL STRIPS, SEE ONE —LINE DIAGRAM FOR NUMBER OF J —BOX REQUIRED. 2" C, (MIN), WITH BUSHINGS OR END BELLS FITTING WITH GLAND NUT, NEOPRENE BUSHING AND WIRE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTEN SECURELY TO BOTH SIDES OF HANDHOLE CLASS 1, DIVISION 1 HAZARDOUS AREA POWER AND SENSING J —BOX: XP AND NEMA 4 (0 RING): GUB TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J —BOX: NEMA 4. CABLE —TO— CONDUCTOR CONNECTIONS MADE IN BOXES. MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL STRIPS. PROVIDE SEPARATE J —BOX FOR EACH FLOAT AND SONIC LEVEL SENSOR, 2" C, (MIN), WITH BUSHINGS OR END BELLS FITTING WITH GLAND NUT, NEOPRENE BUSHING AND WIRE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTEN SECURELY TO BOTH SIDES OF HANDHOLE REVISED TO CON S TO CONSTRUCTION RQRM 'CORGIS MARK MILLER RH2 ENGINEERING INC. 24. 2003 DATE MANHOLE COVER MARKED "ELECTRICAL" PROPOSED CONCRETE HANDHOLE, SEE DWG NO. JE2 FOR SIZE AND TYPE, ­1 `JO PUMP CONTROL PANEL NOT TO SCALE A I N ffes =Iwo , I" COVER MARKED ELECTRICAL NON— SHRINK GROUT MINIMUM 12" SLAB BEDDING MATERIAL NATIVE MATERIAL NOTE PROVIDE MAXIMUM SEPARATION BETWEEN EACH SPLICE IN. ELECTRICAL VAULT. PROPOSED BRUSHED 4" THICK ALUMINUM PLATE MOUNTED TO VALVE FLANGE. PROPOSED LIMIT SWITCH. NOT TO SCALE PROPOSED CONCRETE HANDHOLE WITH GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH. SEE DWG NO. JE2 FOR SIZE AND TYPE. TO PUMP CONTROL PANEL — NON— SHRINK GROUT MINIMUM 12" SLAB BEDDING MATERIAL NATIVE MATERIAL NOTE PROVIDE MAXIMUM SEPARATION BETWEEN FLOAT SPLICE AND LEVEL TRANSMITTER CABLE IN ELECTRICAL VAULT. IVISION 1,. EXPIRES 3/19/200 SIGNED: 991261( 1 �F W A SSq Q c0 y y" 16727 ti EXPIRES 8/2/C SIGNED: 11126 )1 is roe C;,1 �i U2 Fit ZV .a O �. Q al r aj t3 s 0H ul 1 r/! `� ! b V � .e:. W r °�Ir a a ui.,l pC Ad VAL O E-4 LIJ zo ..� m W Ro Ana. V IMw� i„a i tl� s.l RH2 ENGINEERR G, INC. BELLINGHAM OF =ICE E30THELL OFFIC jz.4 )(i EAST WENATCH -_E OFFICE PORT ORCHARC OFFICE SCALE: SH )WN 6iiiiip9i� 0 1" 2„ DRAWING IS NOT TO SCALE IF BAR IS NOT ?" LONG T DWG N0. PLOT: 1 ENGINEER: DMB E -5 REVIEWED: MM DATE: JAN 27, 200 SHEETo. CLIENT: PAG 4 I DO MM 1/24/03 JOB NO.: 10110 2 BY REVIEW I DATE FILENAME. KCC -E5 tl� s.l 1041 z-_, /Of 3 --1 4 /01 .j W w NE UA Iuj > d. :s INC. ICE OFFICE. _0 FFICE 2$p SCALE LONG DWG t40 E-6 SHEET—NO71 101 =–A -�