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HomeMy WebLinkAboutzS-03711Set0,3[TrJY 03,3P R NTMON 1 ii W R R D10 P N Lej R LejOG2 T ND L Tr -TON EM.11j.]PPROYMmlm �NT"Ni- PROJECT NO. WWP-27-3711 SPRING 2014 I 13. AT NO TIME SHALL THE ENTIRE ROAD BE CLOSED DURING CONSTRUCTION. CONTRACTOR SHALL KEEP A MINIMUM OF ONE LANE 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS. OPEN AT ALL TIMES. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES.I I 4. THE DEEP MANHOLE ON MILL AVE IS LOCATED IN THE CENTER OF THE STREET. A TRAFFIC CONTROL PLAN WILL BE REQUIRED CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FOR WORK DONE AT THIS LOCATION. FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE MANHOLE ON MAIN AVE S IS LOCATED ABOVE THE RETAINING WALL, EAST OF THE STREET. A TRAFFIC CONTROL PLAN WILL 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -CONSTRUCTED (AS BUILT) RECORDS. I I BE REQUIRED FOR WORK DONE AT THIS LOCATION. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2014 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7. A PRECONSTRUCTION CONFERENCE AND 24-HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 30 DAYS OF NO WORK BEING PERFORMED. 8. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFRESH LANDSCAPING BARK IN ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION. 9. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 10. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. 12. SEE SECTION 1-07.28 OF THE SPECIAL PROVISIONS PERTAINING TO CONFINED SPACE ENTRY. 6. TRAFFIC CONTROL WILL NOT BE REQUIRED AT THE LIFT STATION AND RESERVOIR SITES. PLAN DRAWINGS GENERAL SYMBOLOGY SECTION AND DETAIL REFERENCES THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTION/DETAIL AND THE PLAN FROM WHICH IT IS REFERENCED. REFERENCE BUBBLES ID PLAN REFERENCE BUBBLE - REFERS ## READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION ORIGINATED. ID Nh, DETAIUSECTION REFERENCE BUBBLE - ## REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED. WHERE, ID = SECTION/DETAIL REFERENCE NUMBER ## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. SECTION/DETAIL REFERENCE NUMBER CONVENTIONS: SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ). CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 Sheet List Table TRAFFIC CONTROL Sheet Title CONTACT INFORMATION CONTACT ITPHONE MIKE BENOIT CITY OF RENTON WASTEWATER UTILITY ENGINEER (425) 430-7206 GENERAL NOTES COVER AND GENERAL NOTES COV 01 LIFT STATION MAP - NORTH 1. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN(S) SHOWING SIGNAGE AND FLAGGERS AS NEEDED TO COMPLETE 02 DAVE CHRISTENSEN CITY OF RENTON WASTEWATER UTILITY SUPERVISOR (425) 430-7212 CO2 03 THESE IMPROVEMENTS AND SUBMIT TO CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC S01 DAVE MCKINNEY CITY OF RENTON WASTEWATER LIFT STATION TECH. (425) 766-4909 1. CONTRACTOR SHALL CALL 1-800-424-5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. THE CONTRACTOR S02 CONTROL IS IN PLACE. ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL COMPLY WITH THE MANUAL ON UNIFORM ELECTRICAL MODIFICATIONS AT MILL AVE MANHOLE SHANE COUTY CITY OF RENTON WASTEWATER LIFT STATION TECH. (425) 766-6185 SHALL HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING HAZEN RESERVOIR RADIO REPEATER ELECTRICAL PLAN TRAFFIC CONTROL DEVICES (MUTCD), WSDOT AND THE CITY OF RENTON STANDARDS. 07 MARK MILLER RH2 ENGINEERING PROJECT MANAGER (425) 951-5372 CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A 08 WEST HILL RESERVOIR RADIO REPEATER ELECTRICAL PLAN E04 DAVID BAISCH RH2 ENGINEERING PROJECT ENGINEER (425) 951-5426 CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. 2. THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE ZEB BREUCKMAN RH2 ENGINEERING PROJECT ELECTRICAL ENGINEER (425) 951-5316 g CONSTRUCTION SITE. THE CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE DAVID HONEYSETT POTELCO / P.S.E. SERVICE CONTACT (253) 677-7726 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO AFFECTED BY ACTIONS OF THE CONTRACTOR. KYLE KINNEY COMCAST CONSTRUCTION COORDINATOR (206) 255-2602 IMPLEMENTATION OR CONSTRUCTION. I 13. AT NO TIME SHALL THE ENTIRE ROAD BE CLOSED DURING CONSTRUCTION. CONTRACTOR SHALL KEEP A MINIMUM OF ONE LANE 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS. OPEN AT ALL TIMES. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES.I I 4. THE DEEP MANHOLE ON MILL AVE IS LOCATED IN THE CENTER OF THE STREET. A TRAFFIC CONTROL PLAN WILL BE REQUIRED CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FOR WORK DONE AT THIS LOCATION. FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE MANHOLE ON MAIN AVE S IS LOCATED ABOVE THE RETAINING WALL, EAST OF THE STREET. A TRAFFIC CONTROL PLAN WILL 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -CONSTRUCTED (AS BUILT) RECORDS. I I BE REQUIRED FOR WORK DONE AT THIS LOCATION. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2014 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7. A PRECONSTRUCTION CONFERENCE AND 24-HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 30 DAYS OF NO WORK BEING PERFORMED. 8. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFRESH LANDSCAPING BARK IN ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION. 9. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 10. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. 12. SEE SECTION 1-07.28 OF THE SPECIAL PROVISIONS PERTAINING TO CONFINED SPACE ENTRY. 6. TRAFFIC CONTROL WILL NOT BE REQUIRED AT THE LIFT STATION AND RESERVOIR SITES. PLAN DRAWINGS GENERAL SYMBOLOGY SECTION AND DETAIL REFERENCES THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTION/DETAIL AND THE PLAN FROM WHICH IT IS REFERENCED. REFERENCE BUBBLES ID PLAN REFERENCE BUBBLE - REFERS ## READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION ORIGINATED. ID Nh, DETAIUSECTION REFERENCE BUBBLE - ## REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED. WHERE, ID = SECTION/DETAIL REFERENCE NUMBER ## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. SECTION/DETAIL REFERENCE NUMBER CONVENTIONS: SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ). CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 Sheet List Table Sheet Number Sheet Title Dwg No IE COVER AND GENERAL NOTES COV 01 LIFT STATION MAP - NORTH C01 02 LIFT STATION MAP - SOUTH CO2 03 MILL AVE. MANHOLE MODIFICATION DETAILS S01 04 LIFT STATION ACCESS HATCH GUARD DETAILS S02 05 ELECTRICAL MODIFICATIONS AT MILL AVE MANHOLE E01 06 HAZEN RESERVOIR RADIO REPEATER ELECTRICAL PLAN E02 07 HAZEN RESERVOIR ELECTRICAL DETAILS E03 08 WEST HILL RESERVOIR RADIO REPEATER ELECTRICAL PLAN E04 REVISED TO CONFORM TO CONSTRUCTION RECORDS 4/17/14 ROJECT ENGINEER DATE m ABBREVIATIONS CB CATCH BASIN FM FORCE MAIN IE INVERT ELEVATION PVMT PAVEMENT RE RIM ELEVATION SSMH SANITARY SEWER MANHOLE TESC TEMPORARY EROSION AND SEDIMENT CONTROL TYP TYPICAL WMH WATER MANHOLE GALV GALVANIZED STL STEEL UN Z2 W O J z Z Q ILI O V co C3 N O N W ~ m W o o 0 Lu U in o m s � g co C3 N O N W ~ o 0 Lu U in o s � 'I 1 1 1� SCALE: SHOWN 1' 1' 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2" coo ---- V08 Q v SE 69lh PI SE 71st St A �� W h SE 70th St w N a c N w � rn `7g'A SE 72nd St D - W W V N y N EL d m> `m a ¢ W h SE 70th St w N a c N w � rn `7g'A SE 72nd St D 1� • SE 72nd St r SE 72nd Sl � R Q < a ; ¢> 'r31lttT5T SE 72nd PI o ; z 3 N SE 73rd St Z i v W to P rn y Q 0` i 2S m = I z O Q SE 72nd PI a m S m > .0 ' 1 7si St Hazelwood SE 73rd PI S Tilhcum St u, U N O X N Z a F \�� I c 1 Sf Park O LL SE °' • 1 O SE ��a� O � Rt a O v ,rho ca 1 I s SE N WON W th S1 E W e 5r` 1 m c )s 17 q Sr 7 S�, y w W m X19 5 S�(f A � a a SE 76th St [� w / A* 1 ; SE 76th S1 o U $ W °6 Legend Coal Creek Six Penny t.,5 W rn 4 m 4 NA/ jecrest Ln r� a W 0. Clark BAXTER, 1 `` 7 y E 1 h Ix W > w SE 78th St Beach ^ Park ■ j� DENNY" o a Lake p � a / � SE 77th PI £ t 1 ' O Bores o SE 79th Q May NE 44th St 1 SE )S� 1 C re 1# / F SE 80th St a NE 43rd Stl��+�1 SE 80th St (ryes SE SV S \o Q 1 N 42nd PI dl o� IIJJ P c �aA 1 t4 r LaF. �Merce 3torp m7 1 w Boren °r P4 I P 1 N w Park Vicinty Map I I 1 y left EI � S M LOSi1? 1 L �Esri, HEREODeLorme, Mapmylndia, © Open StreetMap contributors and the GIS user community 15 AUr'dp s i LAKE WASH. #2 4 SE 84th St 'N( r t '7 1 o in N N '� Reservoir Address r F h F / v z v N^ m rn Hazen 5002 N E 12th Street N 38th St ¢>yTl > a> West Hill 1250782nd Ave S 'r w a 1 a s N 37th St I a v o 1 ro SE W SE 86th St G gs)h PI ' *,-Ib , 1 J Z c NE 36th St �T SE 88th St SF \ t th p —11II361th St> -°t w e Pt B9ryr P7 ss"', j �13Sth-Sf " I z ; SE 89th St SE 86th SE y S^a 's � U ♦�I y i OIL v i + 1 May N33rd PI "d `o + SE 91st St Creek `hF SE �o 7 Z z 1 Park u1 <N33rd St Kennydale 1 SE 92nd Sr SE 91stS N32ndSt 1 t N a E 0 1 m ' N31st St NE3 1s7 S 1 SE 91rd Sr td C2 > ra t 1 SE 93rd St _ _ SEft 9� 3 N 30th St 1 SE 951h Way 1 • ♦ 1 May ! SL',rryy ♦♦ o� N29U, St �♦ SL 9t�'l"Creek, f1Fi1,�� f` -- ♦ ♦ LONG Frayqrk 1 +���.� ♦♦♦ N28IhN 28th St B NE 28th St ♦♦���+��SE gSth �'' _--+-_ reed irk/ May Creek i ♦♦ LAKE`WASH. FLUSH NE 27th SI r Z i ���� 1 ,El 3 ; SE 91sth Sl I N icp-e* STONE GATE ♦ N 26th St o 1 0 A4 ♦ n w L + , > NE 25th PI YN rlE 26thId ♦♦ v ^DEVIL'S ELBOsWr�oU, st = NE 25th St LL 1 09.a o NE 24th St NE 24th St w SE 100th PI 41 o NE 23rd Pr°z n / 3 / SE 101 sl St 2 u > NE 23rd St 17� / >' �+' u NE 23rd Sta a P 1 i SE 102nd St ¢' I N Z w NE 22nd St NS 1� rn 7 NE 22nd St y i NE?1st St "' 1 ¢' > v / 1 J� v 1 E r , I c NE 20th St Q ;E 104th; Y NE 21st 5t n ag NE 20th St �r•+r.�� SL Lake ♦ o £ 1 / z > oe 1 S Washington I 1 ' > o 6 1 < w 1 ON 1 + Z r• r• J NE 19th St NE 19th St d4lP2St 2 > y w 4 Highland, NE 17th p7 > �ritmarP P�3o NE 77th PI 1 M d�rel , Z d co Park c 5 > v.°: NE 17th Si 1 `r f' e I ` a e NE 16th SI ° N GY,.£Wi% 1 S4hnyCrP W°s74y rs �'+ , I` u z Indy j SE Renton-Issd O �`` D 1V 94 S�a4° s7Ra PS O '�rS drop j Gene Coulon I �l Z c sete dh Rd 900 '7a� Yf¢ �A� ♦ Memorial Y m ° N 1 N es °or n Bryn sy ,� BeacnParkLAKE W 1 H. BEACH w Hazen ReseNcli O 1 Q- y Mawr z 900 1 0r < .>5 N . 1 d� 1po 'f' . ♦ w NE 12th Sl' S 112th St Q- N N di Z a NE 12th St ....... SE 112th St S vim St '�° NFA WESTVIEW o � 1 d,NE 11t dmf ■ E h PI ¢ 1 ; SE 113th St 5174th St ��, °s Ol d w 'Park NE 11th 51 n 111th St m SE 114th St 5115th St •�f = ¢ 2� y°`' w 3 0 1 ia Z gpp. Nc y�o dNE 10th C7 a NE 10th PI rnWEDGEWOOD S 715th PI y 0 10th PI Oset Lr 2� a 4n NE loth St S 116th St 1 0 '-" ,� ° NE 10th Ln Z ■ 1 SE 116th St 1 3 Ern Z 1 m 5 117th St �1 N troth St ; h NE 9th PI d p a °i S 117th PI `' ¢' 7SE 118th s t u 1 70114 ¢' u w NE 9th S1 o Kiri anis N _� 1 of c S 118th St M w z 3 Park > 1 S� m 1 N Landing Way > c ¢ NE 8th PI 1 •'ry� 7 S 119th Sl ; NE 8th St o Highlands c NF tSh` Pt Z NE 8th St NE 8th St 1 rlC�Rr S m 1 m N8th St NE + "+ + + /L �, )th E u w NE 7th PI / ¢' 1� a M,pSro a 4 NE 7th St Z SE 121 st St S 121st St NE 6 u < m Bryn 0 7 w rn F:Iaw r d S 1122nd St Fark1� + + �1 ,4 vs .� Y NE 7th PI Z Q S 123rd St r > £ Ni 1 Rentona T 9`e m NE 6th PI N W 1 rn c S 123rd PI 1 Municipal m NF y w W I N N ' NE 6th St NE 601 St > 0 2 1 > > d 1 Airport N 6th St "' w ¢ ¢ NE 6th St > a 1 a a 4 N S 124th Sir 1 Wio w NE 5th PI Z E w ¢ w o 1= t E 1 - G ii5ih�h1 0� 2 o NE 5th PI d z NE 5th St Q ^ NE Stl, PI Z a > N Z West Hi��esqrvoir % _^' c a a o a o o> 1 ° o > N5th St > d� ;y w + v c ¢ `7 m ,o ¢ ¢ : (45r A F v 9P ° u E u NE 4th Ct u o 1 y^j n ■ 1 a-+ `y 3 yFt 2 a _ oA dsot 4'Jindsor LeP tiF O m w ? 1 E 1. z 9 c, - 3 .Ntr Hills Park Ferndr m 1 m 1 °Nti, > '7 Q 'n Z Z N4th Std o NE 4th S[ > ¢ Z 3 Z d m ,n 0 SE 128th St tr - r• r• + y > > 4 ¢ z ro ° Z NE 3rd PI o NE 3rd Ct 1 12'_4.-� St 1 m v Z z � P6 -° 0 = v > Z Z t 2 m > Greenwood w t NE 3rd S7 Z Memorial NE 3rd Ctz 5 Z. G Park > NE7� u m c NE 2nd PI aG Z a 0 c NE 2nd St D NE 2nd St Sources: Esn, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri Japan, ll Esri China (Hongkong), Esri (Thailand 1 1 1 1 1 oVRraap nylndia, Coalfield Park SE SE 11 6th P11 W SE a C Wli T1 o � Q - �N3rd St a a N ¢> 'r31lttT5T n 3 3: Z i E 1 f i, y a 2rd P1 1tc NE m = I z O Q ai L CO LL 3141 1 FI Airport Way S N 2nd St �7s St S 132nd SL NW 2nd St S Tilhcum St Cl) U 900,' y O X N Z O O W Greenwood w t NE 3rd S7 Z Memorial NE 3rd Ctz 5 Z. G Park > NE7� u m c NE 2nd PI aG Z a 0 c NE 2nd St D NE 2nd St Sources: Esn, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri Japan, ll Esri China (Hongkong), Esri (Thailand 1 1 1 1 1 oVRraap nylndia, Coalfield Park SE SE 11 6th P11 W SE a C Wli T1 UN Zm gg W' q y Z 3� Z8 W r.i W N'E N I Q' m N ml iI SCALE: 1"=1,500' Y' 1" 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2' C01 01 x/08 o � � F O g CI I z O Q � O U FI W z JI Cl) U Z z O X N Z O O W O LL O O � � O ~ N N N -I W fV� w � � a e o U W z ray � f W 2 UN Zm gg W' q y Z 3� Z8 W r.i W N'E N I Q' m N ml iI SCALE: 1"=1,500' Y' 1" 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2' C01 01 x/08 900 u i SW 7th St N ¢ v 0 a 107 S 132nd S1 ro 7 Ile S 133rd PI S 134th St � w > y a 7 T S E c ° o � 4 c w y SW Sunset Blvd a� 87'1' 4th P1 \P o� t S NW 2nd St SPy Victoria St �1 SW 10�St "N 12th SL 3 N SW 13th St > OAKESDALE ❑ SW loth St N 3 E LIN D Of X19th St SW 29th Si SW 34th St i a J 3 � v > Y > MI J SW 39th St N > ¢ 900 -S-2nd St E 3 S3rd Si to > > N 83rd PI t > Q 0 S 4th St > o` C 3 3 5 un 9% S 5th St Main Ade S. Manhole H Rentc S 6th St L 167 E N a y S 71h St P G , c 5 Cit9� ,L P S Renton Village Pl 515 S 15th St $ N v 7'1co y a 1 NE 2n" 1 ; ; NE 2nd PI vCr Z a -----1 m �I 1 TALBOT CREST 1 s w 3r o' ■-- -rrrrl 1---- c SE 1 3rd SE 1 *11 a 1 1 w Airport Way S S2 N 2nd S[ St P NE 2nd St c D to > L NE 2nd St 1----1 1 1 SF St < w S Tllliwm St 1 SE 5th PI / sf`le 1- - - - - - - - - - - - - ! 9001 2�' w 1 Q L 1 > ¢ 2 - - -182nd 1 > ¢ SE 179th Sr N 5 '32nd st > L 1 ay N o w �F, Park 1st NE 1st Ct m 1 ! 1tiE-lrTl1}I- c u STohin St N SE 142nd St u � ' ¢' ¢> srS NE Pi N < 133rd St----- 1 F > > �+ >�c a yot`W ° t°c S� ( m d c m r o - - - -----� 1 m > O 1 SE --------- INE 1st Pi i c -lones 9 4 " mt Sir, t o a NE 1stS1 Q ° NE 1st St 1 J o v Park LF ryE " 10 e°1 etel' o 671 SE ,s[PI '$ O 1 SE 134th St a J m v arks t Cedar W n qy SE 2nd`'t SE 2nd St SE 144th S[1 N > ¢ 900 -S-2nd St E 3 S3rd Si to > > N 83rd PI t > Q 0 S 4th St > o` C 3 3 5 un 9% S 5th St Main Ade S. Manhole H Rentc S 6th St L 167 E N a y S 71h St P G , c 5 Cit9� ,L P S Renton Village Pl 515 S 15th St $ N O > q a 1 a' a 1 ; ; q D v aS 17th St o` n ° N N Y i AN �I 1 TALBOT CREST 1 S 19th S1 N ■-- -rrrrl 1---- S 21 st St EAST IIIA River ? x es SHY CREEK S 1 SE 132Ri■Jt-r rl Park L v fir- a SE 2nd PI ; - r r r! SL 13■St r r • .. Ct 1 1 SE 2nd Ct rn ,, SE 3rd St W------------r--r-- I 1 SEZht1P1- 1---� St w 1 ¢> j SE 136th St td .h P > SE3 $ 1 klaplewood I a 1 o ; 1 ; ; Park N 3LAP1 S� �I 1 TALBOT CREST 1 COTTONWOOD SE AJ = t SIL Ln ■-- -rrrrl 1---- 1 SE 1 3rd SE 1 *11 a SE 138tH PI 1 1 1 S2 in n a t 3 0 G a s PAaplewood v P 5E4t"P 1 o to > L w 1----1 1 1 < W SE 139th PIG 1 SE 5th PI ; 1- - - - - - - - - - - - - ! 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Tiffany 1--------- ---� SE 157th St Park 1 ( SF 156th St 1 'O Vt Q, 1 1SF 156th St14 lip ^j10S QHS / SE 158th 1 ------♦• SE21st StW ^�S�r SE 158th S, 141# SF 759th St ( Sr 1 1 1 SE 22nd PI 0 SE 160th St ##1 1 - ; uwi SE 159th Pt ; 1 > 1 a *' - -- ------ ------------------1 w w SE 161st St; M SE 160t,5Q1 1----- SE 160M P1 w SE 162nd StQ d > Cascada L Q> r Park 1 s9 3F 767 SE 163rd St °i 1 PSS, SE 163,sr'o7 SE 162nd ,o/ SE 162nd St SE 164th St SE 164th St SE 164th St y� dS1 m St 1--------- a 1 w SE 165th St 'w 5� 1 N SE 164th PI N > 4 > <� 1 SE 165th !� 4f, 165th St Q ¢ �aS 44. 1 m ' SE 29th St £ 1 S� 65th ^ti � a .� w SE 166j,/ W F 1 ay N SE 167th St ^J 1 ^ W �d > e w vwi ¢ 1 S e7y ry St SE 167th PI SF 1671"St it > SE 168th S1 SE 168th St w Q 1 , w X76 Q� w w > SE 169th St m Renton 4111, ��_v a 9rhSr Manhole Address �cBlh St °°d Blvd N SE 169th St `rtc ¢ m m u L `�' Park _ a' w 3 > > SE 169tltPl U n Main Ave S 514-620 Main Ave S F N SE 170th St o ° ¢ > ¢ `, �A c v L SE 170th St - / N ; • SE 170th St 7JS/ m' fi rr' ( � Mill Ave S 436-500 Mill Ave S N E t 171st4' AISE vwi E 172nd St No SE 172nd St > �, 1 a S w S, o % Q 1 1 y SE SE 175th St --- _ ,r.Lt�'/:, �I SE 173rd St M •- 1 > i, S91e N rw m 1 SE 1 3rd r S S S 47th St SE 187th St w 187th PI W N S 52nd St v c SE 190th St 70�E174thSt F O N > ate•+ al SE 183rd St 1 SE SE 175th St --- _ ,r.Lt�'/:, �I SE 184th S, SE 184 Ln 'SE > i, S91e Boulevard Lane Park SE 19 P, W Petrovitsky Rd *11 1 1 SE w w ° N D w > y > L w w N w v w ; 1 in > Q SE 177th St V! C Q o to > L 7 1 $ 1�--■---■r-Zt'YJ2RdST-------------------r Q o m I " yq ^ a E > t SE 186th P/ oN w zl Pl ^ in m SE 187th St SE 179th Sr d > Q 1 P1 SE 180th St Ls L Tn 1 -, SE 180th St SE 179th m SE 188th yy m SE 180th PI 10 u N O � w SE 1381 SE 171st PI w y GS F7j4th St Woodside Or w SF N a a y Felroviluky Par[ z n � T N a S w Y SE 181 stsl W D y�180th P/ w ", ,£ p N SE 181st PI < > 4 > elra, SE 182nd St > N 'PIC Q ¢ 7lskY Rd w Q > a L SE 183rd QP Vicinty Map c C a `; SE 182nd PI SE 184th St o ^ r r ! W t F O N ♦ SE 190th St al SE 183rd St 1 SE SE 184th St �I SE 184th S, SE 184 Ln > Boulevard Lane Park SE 19 P, SE 184th p, SE 190th PI *11 M W 0 / y a SF 185th P1 ; SE 186th St M > Y 1 y h w w 7 515 SE 186th P/ 1�--■---■r-Zt'YJ2RdST-------------------r Q o m I " yq O E > t SE 186th P/ oN w zl Pl ^ w m SE 187th St o a y�NS7th r SE Ls SE 188th St m 1 188th St m SE 188th yy m W cc N O � SE 184th St o ^ r r ! W t w u W Sources: Esn, HERE, Del-orme, UrSGS, Intermap, increment P Corp., NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, Mapmylndia, © OpenStreetMap contributors, and the GIS User Community 0 O F O N 189th? SE 190th St al 1 SE �I a z N o 0� O SE 190th PI *11 1izw SE 191 st St r a Q ; w r 1--- �I z 1�--■---■r-Zt'YJ2RdST-------------------r O SE 192nd St ` !9 1 w zl N w w u W Sources: Esn, HERE, Del-orme, UrSGS, Intermap, increment P Corp., NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, Mapmylndia, © OpenStreetMap contributors, and the GIS User Community 0 O F O of i al �I z N o 0� O O r U Q w r �I z O zl N o Zof 0 z Lu W cc N O � w O F LU cc O U% ZE t c o V n N aC °D N 2' C y zs 3 Wci Wr NDN mr ccI ml � � O N N ~ ZO co a w U � o Y � O SCALE: 1"=1,500' 0' 1' 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWG NO.: SHEET ND.: CO2 02 os EXISTING MANHOLE LID W/ STANDARD COVER LOCATED IN CENTER OF PUBLIC STREET, TRAFFIC CONTROL REQUIRED DURING CONSTRUCTION EXISTING ASPHALT PAVEMENT EXISTING 96" ID MANHOLE EXISTING 36" CASING EXISTING 10" DI SEWER PIPE A e NOTE: EXISTING AIR INTAKE PLUS LIGHTING AND FAN CONTROL SWITCH SET AT BACK OF SIDEWALK EXISTING ELEC. EXISTING 10" GA STL AIR INTAKE TI DO NOT DISTU e EXISTING AIR INTAKE FAN TO BE REMOVED AND DISPOSED EXISTING MANHOLE, DO NOT DISTURB 113.66' Al NOTE: REMOVE AND PROPERLY DISPOSE ALL EXISTING INTERIOR LIGHTS AND CONDUIT INSIDE MANHOLE, GROUT PLUG PENETRATIONS. EXISTING LIGHTS ARE WALL MOUNTED 10 FEET ABOVE EACH LANDING AND BOTTOM OF MANHOLE. EXISTING AIR INTAKE FAN TO BE REMOVED AND DISPOSED, 2 LOCATIONS - MILL AVE MANHOLE AND MAIN AVE S MANHOLE. SEE DWG NO. E01 FOR WORK AT MAIN AVE. S MANHOLE. a EXISTING STEEL GRATING TO BE REMOVED, CUT AS NEEDED TO BE REMOVED THROUGH ACCESS LID, TYP. 94.00' 4 e EXISTING GRATING SUPPORT TO BE REMOVED, TYP. EXISTING STEEL ACCESS LADDER TO BE REMOVED, 8 CUT BOLTS FLUSH AND GROUT DEPRESSIONS, TYP. EXISTING 10" DI SS PIPE • EXTENDS VERTICAL TO TOP 1 OF MANHOLE 78.58' EXISTING MANHOLE ELEVATION Y4" EXISTING ASPHALT PAVEMENT EXISTING 96" ID MANHOLE PROPOSED FRP GRATING, SEE GRATING SECTION FOR DETAILS, TYP. OF 2 PROPOSED GRATING SUPPORT, TYP. PROPOSED FRP ACCESS LADDER PER DETAIL PROPOSED FRP GRATING, TYP. EXISTING 36" CASING EXISTING 10" DI SEWER PIPE EXISTING ELECTRICAL JUNCTION BOX TO BE REPLACED, SEE DWG NO. E01 FOR DETAILS APPROX. "Imp, PROVIDE OPENING IN GRATING FOR LADDER ACCESS AND EXISTING SEWER PIPE, TYP. CUT GRATING AS NEEDED TO FIT THROUGH MH ACCESS EXISTING 36" CASING EXISTING 10" DI SEWER PIPE PROPOSED FRP 6"x4"x/4" I -BEAM SUPPORT, TYP OF 2 PROPOSED 1)/2" THICK x 1%" SQUARE GRID FRP GRATING W/ HOLD DOWN CLIPS EQUAL TO DURAGRATE AS MANUFACTURED BY STRONGWELL 'RP MEMBERS SHALL BE EXTREN SERIES 500/525 AS ANUFACTURED BY STRONGWELL. IF A DIFFERENT PRODUCT IS 2EFERRED, CONTRACTOR SHALL SUBMIT WITH REDESIGNED JPPORTS BY A LICENSED ENGINEER FOR APPROVAL BY THE Cl' SUPPORT DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO ELD VERIFY PRIOR TO FABRICATION. FRP MEMBERS MAY BE i0!ii/i�i�i�i�Ji�i�i�i►i�� Oi!iC��i�i�►�► ►b�0i'�! ROPOSED L3"x3"x3/" FRP ANGLE FOR GRATING SUPPORT, TYP PROPOSED GRATING FRP GRATING PER PLAN SST L4"x3"x3/"x0'-4" BRACKET 3/"O SST CONCRETE ANCHORS, EMBED 3" INTO VA 1" TYP Ate° CONCRETE WALL 41 %" SST BOLTS IN a ° LONG SLOTTED 4 HOLES, TYP 41-1 a FRP I -BEAM GROUT PAD BETWEEN ONCRETE BRACKET ANDIcBEAM CONNECTION , 2" = 1'-0" S01 1.. ° MIN a I -BEAM WEB (BEAM BOTTOM a FLANGE GROUT PAD SST ANGLE BRACKET SECTION A -A 2" = 1'-0" EXISTING 10" GALV STL AIR INTAKE TEE PROPOSED REMOVABLE 8"x10" REDUCER PROPOSED 8" CONDUCTIVE DUCT, MIN. 8' LENGTH CONTRACTOR SHALL PURCHASE AND PROVIDE ONE NEW PORTABLE ELECTRIC CONFINED SPACE BLOWER FOR CITY, 120 VOLT, EXPLOSION PROOF, MIN. YA HP AND 1,500 CFM, WITH CORD AND PLUG LONG ENOUGH TO REACH RECEPTACLE. PROPOSED MANHOLE IMPROVEMENTS Y4" EXISTING SIDEWALK PORTABLE BLOWER DETAIL NOT TO SCALE Y2. FRP ANGLE SUPPORT TYP \ SECTION A 801 2" EDGE DIST. TYF PROPOSED ACCESSLADDER EXISTING 24" 0 MANHOLE ACCESS EXISTING 10" AIR VENT PIPE GROUT PAD AT CONNECTION a ° %" SST CONCRETE ANCHORS EMBEDDED 3" INTO CONCRETE WALL WALL SUPPORT CONNECTION 2" = 1'-0" S01 12" 1 yi T 2" SQUARE TUBE SIDE RAILS, ALL JOINTS AND RUNGS SHALL BE EPDXIED AND RIVETED. 1V DIA. x 18" _ FLUTED RUNGS 12" O.C. TYP. TYP STANDOFF BRACKETS @ 6'-0" MAX O.C. PROPOSED REMOVABLE AIR -TIGHT END CAP PIPE EXTENDS TO MANHOLE MANHOLE OPENING a ' LARGE BRACKETS W/ 3 CONCRETE ANCHORS AT TOP OF LADDER NOTES: 11ADDER AND BRACKETS SHALL BE FRP WITH STAINLESS STEEL HARDWARE. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF OSHA 1910.27 %" SST CONCRETE ANCHORS, EMBED 3" INTO WALL, TYP FLOOR MOUNT BRACKET SECURE WITH %" CONCRETE ANCHORS MANHOLE ACCESS LADDER NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS aLo j 'v - 4/17/14 ,PCJECT ENGINEER DATE O � W �l a W J wOH m: = W Z D VAS uj H h > Q W� J W� 2O 2 m � Z W 0 (=` o 0 U � LL �G] Z gOcn Z m W � � Z 0 (=` U) 0 U �G] Z gOcn Z W � U W � W o c o LL Z n U N N O ZO N N 0 c 4 in � o � o co O a g SCALE: SHOWN 1' 1' 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2" )WG NO.: SHEET NO.: S01 03 OS LIFT STATION ACCESS HATCH GUARD SCHEDULE No. LIFT STATION NAME VALVE VAULT HATCH (FT) DOOR TYPE GUARD TYPE WET WELL HATCH (FT) DOOR TYPE GUARD TYPE L OTHER HATCH (FT) DOOR TYPE GUARD TYPE Z OTHER HATCH (FT) DOOR TYPE GUARD TYPE 3. OTHER HATCH (FT) DOOR TYPE GUARD TYPE 1 BAXTER 4 x 6 [3] DOUBLE RAILING 5 x 6 [2.5] DOUBLE RAILING in g 2 COTTONWOOD 4 x 6.5 [2] DOUBLE RAILING 4 x 6.5 [2] DOUBLE RAILING � a 3 DENNY'S T DEEP SINGLE NONE 3 x 4 [2] DOUBLE POST 4 DEVIL'S ELBOW 4 x 6.5 [2] DOUBLE RAILING 6 x 6.5 [3] DOUBLE RAILING 5 EAST VALLEY 3.5 x 4 [4] SINGLE POST 4.5 x 6 [3] DOUBLE RAILING W W 2nd hatch - 5 x 5.5 [2.5] DOUBLE RAILING 6 KENSINGTON CREST 4.5 x 6 [3] DOUBLE RAILING 4.5 x 8 [4] DOUBLE RAILING 7 LAKE WASHINGTON BEACH 5.5 x 6 [6] SINGLE POST 4.5 x 5.5 [4.5] SINGLE POST 8 LAKE WASHINGTON FLUSH 5 x 5.5 [2.5] DOUBLE RAILING 4 x 4.5 [2] DOUBLE RAILING 9 LAKE WASHINGTON NO.2 4 x 6 [2] DOUBLE RAILING 4 x 6 [2] DOUBLE RAILING 10 LIND 4 x 5 [2.5] DOUBLE RAILING 5.5 x 7 [2.75] DOUBLE RAILING V V 2nd hatch - 4 x 5 [2.5] DOUBLE RAILING 11 LONG 4 x 6.5 [2] DOUBLE RAILING 4 x 6.5 [2] DOUBLE RAILING 12 OAKSDALE 3 x 5.5 [5.5] SINGLE POST 3 x 4.5 [3] SINGLE POST V V 2nd hatch - 3 x 5.5 [5.5] SINGLE POST W W 2nd hatch - 3 x 4.5 [3] SINGLE POST 13 SHY CREEK 4.5 x 6 [3] DOUBLE RAILING 5.5 x 6 [3] DOUBLE RAILING 14 STONEGATE 4 x 6.5 [2] DOUBLE RAILING 4 x 8 [2] DOUBLE RAILING V V 2nd hatch - 4.5 x 6 [3] DOUBLE RAILING Overflow vault hatch - 4.5 x 6 [3] DOUBLE RAILING Overflow vault hatch - 4.5 x 6 [3] DOUBLE RAILING 15 TALBOT CREST 4.5 x 6 [3] DOUBLE RAILING 6 x 6.5 [3] DOUBLE RAILING Middle hatch is 1' deep elec. SINGLE NONE 16 WEDGEWOOD 4.5 x 6 [3] DOUBLE RAILING 7 x 8 [3.5] DOUBLE RAILING 17 WESTVIEW 4.5 x 5 [2.5] DOUBLE RAILING 2.5 x 3 [2.5] SINGLE POST 2" 0 ALUMINUM PIPE W/ 6" STUB FOR SLEEVE, TYP. 2 Y2" 0 SLEE 6" LENGTH ALUMINUM SLEEVE END CAP, WELDED TO HAT STIFFENER, T 4" SST SI SCHEDULE NOTES: 1. ACCESS HATCH DIMENSIONS SHOWN ARE APPROXIMATE. 2. NUMBER IN [BRACKETS] IS THE HATCH HEIGHT WHEN OPENED. 3. POSTS AND CHAINS SHALL BE PROVIDED FOR ALL HATCHES REQUIRING POST SYSTEM. 4. TWO SETS (DETAIL SHOWS ONE SET) OF FALL PROTECTION RAILS THAT ADJUST WITH SAFETY CHAINS SHALL BE PROVIDED TO FIT ALL LIFT STATION ACCESS HATCHES REQUIRING RAIL TYPE SYSTEM. DENOTES SAFETY POSTS WILL BE STORED AT EACH LIFT STATION SITE. 1%" 0 ALUMINUM PIPE W/ NOTE: 1. INSTALLED SLEEVES SHALL NOT INTERFERE WITH HATCH OPERATION OR CLOSING. LOCATE SLEEVES AS CLOSE TO THE EDGE OF THE HATCH AS POSSIBLE. 2. THE 2" AND 1Y2" DIAMETER SLEEVES SHALL BE PLACED IN THE SAME ORIENTATION ON ALL HATCH SIDES, SO THAT ALL SLEEVES FIT THE ADJUSTABLE RAIL. 3. SAFETY CHAIN SHALL COVER 2 SIDES OF HATCH OPENINGS, LENGTH AND SAFETY LATCH SHALL BE ADJUSTABLE TO FIT ALL HATCHES REQUIRING RAILING SYSTEM AS NOTED IN TABLE. ACCESS HATCH GUARDS - RAILING AND CHAIN I�Nl■C�i.YN.11q 4" SST SAFETY CHAIN WITH 4' SST a" SST EYE BOLT SNAP HOOK EA SIDE, TYP \ FOR CHAIN ATTACHMENT IN LOCATIONS WHERE THE ACCESS HATCH IS OVER 42" TALL, THE EYE BOLT CAN BE 2" ALUMINUM INSTALLED DIRECTLY ON THE INSIDE OF PIPE, TYP OF 4 IIN. THE ACCESS HATCH AND THE POST AND AX. SLEEVE CAN BE OMITTED ON THAT SIDE. vim %A" ALUMINUM PL WELDED 5 TO HATCH FRAME ALUMINUM SLEEVE MOUNTED TO INSIDE OF HATCH OPENING v�u 42" HATCH FRAME 8" SST CONCRETE ANCHORS. EMBED 6" INTO CONCRETE FACE. PROVIDE NYLON ISOLATION KIT BETWEEN STEEL AND ALUMINUM, TYP 2" ** LOCATE SLEEVE TO AVOID INTERFERENCE WITH HATCH LID STIFFENERS L a MOUNTING DETAIL )/4" PL END CAP ALUMINUM POST VARIES** 22" 0, Y8" THICK ALUMINUM SLEEVE, 6" LENGTH WITH END CAP NOTE: 1. ALL HARDWARE, FASTENERS, AND CHAINS SHALL BE STAINLESS STEEL, POSTS SHALL BE ALUMINUM. 2. CONCRETE ANCHORS SHALL USE HILTI HIT -500 -SD EPDXY. 3. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 4. SAFETY CHAIN SHALL COVER THE OPEN 3 SIDES OF HATCH OPENINGS FOR HATCHES TALLER THAN 42" AND ALL 4 SIDES FOR HATCHES SHORTER THAN 42". ACCESS HATCH GUARDS - POST AND CHAIN @Nl■C�i.YN.11q REVISED TO CONFORM TO CONSTRUCTION RECORDS ✓ 6 40- 4/17/14 ,PCJECT ENGINEER DATE UN z2 w U w 2 0 O a Q U) U) U J ♦W W A� Z� Oct w a� 4 LL Z LU 0 W 0 d J W R � � m 0 V O N N 0 N N U) m in g � a Co C3 Z LU 0 W 0 d J W R � � V O N N 0 N N U) in � a Co C3 A 4 0 m SCALE: SHOWN 1' 1' 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2" m ' I /I EXISTING CONDUIT AND CONDUCTORS, TO BE REUSED I EXISTING 3 -WAY LIGHT SWITCH TO BE REMOVED. ' CUT BACK BLACKBERRY BUSHES AND FOLIAGE AS NECESSARY TO COMPLETE WORK. PROPERLY DISPOSE :1 OF WASTE. 0 EXISTING 3 -WAY LIGHT SWITCH AT EXISTING 3 -WAY LIGHT SWITCH, TO BE REMOVED MILL AVE MANHOLE NOT TO SCALE EXISTING POST, TO BE REVISED. EXISTING SEWER VENT, MODIFY ONLY IF REQUIRED FOR PORTABLE BLOWER DETAILED ON DWG. S01. EXISTING SEWER VENT AT MILL AVE MANHOLE NOT TO SCALE PROPOSED CIRCUIT BREAKER IN NEMA 3R ENCLOSURE, 120 V,15 AMP, 1�, 10,000 KAIC. SIEMENS QP OR EQUAL. 0 TWO CIRCUITS FED FROM PANEL BOARD IN STREET LIGHTING CABINET LOCATED NEAR INTERSECTION OF MILL AVE SOUTH AND SOUTH 4TH ST. EXISTING CONDUIT CONTAINS (3) - #10 CONDUCTOI TO BE REUSED. EXISTING CONDUCTORS ARE PAI OF AN EXISTING LIGHTING CIRCUIT INSIDE TI MANHOLE, TO BE ABANDONED. INSTALL PROPOSI JUNCTION BOXES AND CONDUCTORS INSIDE TI MANHOLE AS NECESSARY TO CONNECT POWE NEUTRAL AND GROUND CONDUCTORS FROM TI PROPOSED CIRCUIT BREAKER TO THE EXISTIF POWER SUPPLY WHICH IS CURRENTLY SERVING TI LIGHTING CIRCU EXISTING SEAL OFF. DO NOT DISTUF.�. Fa PROPOSED ELECTRICAL EQUIPMENT AT MILL AVE MANHOLE 1/4" = 1" EXISTING ELECTRICAL CONDUIT AND EQUIPEMENT TO BE REMOVED AND DISPOSED OF, TYP. >.-GANG ECPTACLE TWO 120 V ,MP GFCI .S. TWO 20 AMP Z PROPOSED WHILE IN USE WEATHER PROOF COVER. PAD -LOCKABLE. PROPOSED GRS CONDUIT CONTAINING (2) - #12, (1) #12 GRD CONDUCTORS EXISTING MAIN AVE MANHOLE NOT TO SCALE UN Z2 Q N e 0 w U O EXISTING VENTILATION FAN I - TO BE REMOVED AND g DISPOSED OF I � REVISED TO CONFORM TO CONSTRUCTION RECORDS _g�y- 4/17/14 CJECT ENGINEER DATE m � N M U) Z 0 N HILI cc m R, Lu o LL m O WF ~ O Lu Lu cn in O WF 'I 1 1 1� SCALE: SHOWN 1' 1. 2. DRAWING IS FULL SCALE WHEN BAR MEASURES 2" �m POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES Pi EXISTING DISTRIBUTION PANEL EXISTING RADIO REPEATER PANEL 3/4" (2) - #12, (1) - #12 GRD CONNECT PROPOSED CONDUCTORS TO EXISTING SPARE (1) 7/8" HELIAX CABLE PROPOSED CONDUIT AND CABLE. J1B EXISTING SPARE CONDUIT "J1B" STUB UP EXISTING RESERVOIR ROOF JUNCTION BOX N0. 1 CIRCUIT BREAKER VR N ��� P� ry n2 ("Q��' q M N Vim�+ C CJ f • O O' O J' G QW 'pe,11 c GR a o N E q 7^�Oy�r 2 HELIAX CABLE ROUTED EXPOSED m m U) z 0) 7/8" IEHAX GABLE ADJACENT TO CONDUIT J3A AND J3B w m m t� N W wzF- Wg Zzz W^ Cy Oaw z $ ZJU z 3� wain WS w N N ELECTRICAL NOTES 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10" MINIMUM BEND RADIUS. W EXISTING RESERVOIR Q 2. CONTRACTOR SHALL MAINTAIN EXISTING RTU OPERATIONS J3A ROOF JUNCTION BOX #2 THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE CITY S TELEMETRY PERSONNEL THROUGH 0 a THE ENGINEER A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE W OF WORKING ON THESE COMPONENTS. INTERRUPTION OF RTU N a OPERATIONS REQUIRES PRIOR APPROVAL FROM THE CITY'S 92 Z TELEMETRY PERSONNEL. SYSTEM DOWNTIME SHALL BE MINIMIZED EXISTING RADIO 0 AND LIMITED TO 8 HOURS MAXIMUM. DOWNTIME SHALL NOT BE REPEATER PANEL,0*4 SCHEDULED ON A FRIDAY. TO BE RELOCATED EXISTING PANEL, J3B TO BE REMOVED. Q J2 V 0 = — A� 0� MU w W uw w� cnJ EXISTING WASTEWATER W Lu SCADA ANTENNA � J1 B 106 TO PROPOSED RADIO Z REPEATER LOCATION IN W O _ EQUIPMENT BUILDING. *�14 A' SEE DWG NO. E03 FOR MORE INFORMATION. = W S o r¢u EXISTING RESERVOIR ROOF JUNCTION BOX #1 (p LL eo CS � m ooe° a°oa e avo ao e 2 o°e o ooe°o � LL' U U D � o Z U O Lu W N STAIRWAYACCESS d Z POINT. W g o U W o LL Z O � n U N N O ZO Lu ¢r N¢ � (4� Q Q i W C C O PLAN VIEW OF HAZEN RESERVOIR m� 1/8' 1'-0' N U a g SCALE: SHOWN REVISED TO CONFORM TO CONSTRUCTION RECORDS 0. 1. 2- DRAWING IS FULL SCALE WHEN 4/17/14 BAR MEASURES 2" DWG NO.: SHEET NO.: JECT ENGINEER DATE E02 Oc O8 INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES J1A EXISTING RADIO REPEATER PANEL EXISTING SPARE CONDUIT "J1B" STUB UP 2 1/2" (1) 7/8" HELIAX CABLE PROPOSED CONDUIT AND CABLE. J1B EXISTING SPARE CONDUIT "J1B" STUB UP EXISTING RESERVOIR ROOF JUNCTION BOX N0. 1 3" (1) 7/8" HELIAX CABLE, (2) SHIELDED ETHERNET CABLES ROUTE PROPOSED CABLE INSIDE EXISTING CONDUIT. J2 EXISTING RESERVOIR ROOF JUNCTION BOX N0. 1 EXISTING RESERVOIR ROOF JUNCTION BOX N0. 2 2 1/2" (1) 7/8" HELIAX CABLE, (2) SHIELDED ETHERNET CABLES PROPOSED CONDUIT AND CABLE. COIL 25' OF SHIELDED ETHERNET CABLE INSIDE JUNCTION BOX 2. PROPOSED CONDUIT AND CABLE. CONNECT TO CONDUIT J3A EXISTING RESERVOIR ROOF JUNCTION BOX N0. 2 EXISTING CONDUIT "J3B" 1 1/2" D "J3B" AT BASE OF STAIRWAY TO UPPER RESERVOIR ROOF PLATFORM. J3B PROPOSED CONDUIT "J3A" EXISTING WASTEWATER SCADA ANTENNA 1 1/2" Q ROUTE nnnnncrn nnnir iunnr rvionun nnuniuT Q J4 EAST WALL OF THE EQUIPMENT BUILDING EXISTING SPARE CONDUIT "J1B" STUB UP 1" (2) SHIELDED ETHERNET CABLES COIL 25' OF CABLE INSIDE THE EQUIPMENT BUILDING FOR USE BY THE IT DEPARTMENT EXISTING RESERVOIR ROOF JUNCTION BOX #1. JUNCTION BOX IS LOCATED APPROXIMATELY 125' ABOVE GROUND. EXISTING CONDUIT Ji CONTAINS PULL STRING STAIRWAY ACCESS POINT EXISTING CONDUIT STUBBED UP INSIDE EQUIPMENT BUILDING. HAZEN RESERVOIR ROOF JUNCTION BOXES NOT TO SCALE NORTH WALL OF EXISTING EXISTING WASTEWATER SCADA ANTENNA. EXISTING RESERVOIR ROOF PLATFORM. RADIO REPEATER PANEL, TO BE DISCONNECTED AND RELOCATED. REMOVE EXISTING MOUNTING BRACKETS. 1lwng � Now I� 1 `M!G• w D1 TRANSITION EXPOSED HELIAX CABLE ROUTE FROM J TO BASE OF HAZEN RESERVOIR J1A EXISTING CONDUIT 3" PVC CONDUIT STUBBED UP IN BUILDING. NOT TO SCALE HAZEN RESERVOIR ROOF PLATFORM NOT TO SCALE ELECTRICAL NOTES 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10" MINIMUM BEND RADIUS. 0 2. TERMINATE CONDUITS (JjD AND J4 8" ABOVE THE EXISTING CONDUIT J1 B STUB UP. ROUTE PROPOSED CONDUCTORS FROM CONDUITS J1 AND J4 ACROSS THE GAP AND INTO CONDUIT (J1B5. 3. TERMINATE CONDUIT (D ON THE EAST WALL OF THE cn in EQUIPMENT BUILDING AND COIL 25' OF EACH CABLE AT THE END OF THE CONDUIT FOR USE BY THE CITY'S IT DEPARTMENT. xx 4. SEE DWG NO. E02 FOR CONDUIT AND CONDUCTOR SCHEDULE. EXISTING RESERV01 ROOF JUNCTION BO PORTION OF EXISTINC CONDUIT (J3B) TO BE REMOVED EXISTING CONDUIT, TO BE REMOVED. TRANSITION CABLE ROUTE FROM J3A TO J3 D PROPOSED EXPOSEG vmu"" Y. ...--sowl%r ..r. r.—.. r..' ...—.fir.. ..r.Flml a w Wona NOT 10 SCALE EXISTING PANEL, TO BE REMOVED AND RETURNED TO CITY. EXISTING WASTEWATER SCADA ANTENNA ca P1 P1 Lu i MOUNT EXISTING RADIO r EXISTING �, m REPEATER PANEL TO NORTH WALL AND DISTRIBUTION PANEL CONNECT TO POWER m SOURCE. c EQUIPMENT BUILDING INTERIOR NORTH WALL NOT TO SCALE EQUIPMENT BUILDING INTERIOR SOUTHEAST CORNER NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS 17�t7v/�`w'v — 4/17/14 CJECT ENGINEER DATE N U ~ O 0 Lu cn in o '1 1 1 1� SCALE: SHOWN 1' 1' 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2" �� EXISTING WASTEWATER 2°R 93 SCADA ANTENNA m q M W R • '0 %x o I _ s 2 1 ' EXISTING RADIO REPEATER PANEL, ELECTRICAL NOTES ° TO BE RELOCATED ° q °° > k y z O 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10" MINIMUM BEND RADIUS. J2 �. N U) U) z o I WWN Z� N ZZF Wg y ZZ w Cy haw z 3 . Z J U z wain WS d �s^N EXISTING JUNCTION BOX XISTING EXISTING RADIO REPEATER EL ELECTRICAL o Ji B ENCLOSURE. I� PANEL AND SANTENNA w O z NOT TO ow a� EXISTING RACEWAYS Y CONTAINING *a N a O EXISTING SPARE zW� > CONDUIT(J16 PROPOSED LOCATION Q W OF EXISTING RADIO ' Q W uj J REPEATER PANEL. V \ 11A SEE DETAIL, THIS A W J2 SHEET.,14 J UJ N EXISTING W WASTEWATER SCADAANTENNA U) a EXISTING ROOF ACCESS PROPOSED 2" PVC CONDUIT. lij W LANDING, APPROXIMATELY 100' ROUTE PROPOSED CONDUIT ABOVE GROUND. ALONG BASE OF RESERVOIR o� WEST HILL RESERVOIR EXISTING FROM PROPOSED RADIO z REPEATER PANEL LOCATION TO INTERCEPTION POINT WITH r� 4 CONDU�� n EXISTING RADIO � IT AB ROUTING REPEATER PANEL, EXISTING CONDUIT. NOT TO SCALE TO BE RELOCATED W INTERCEPT EXISTING o PROPOSED CONDUIT(EXISTING PROPOSED CO DUIT LOCATION OF DISTRIBUTION EXISTING RADIO EXISTING EXISTING ACCESS J1A AT BASE OF m REPEATER PANEL P1 PANEL . B„ JUNCTION BOX TO STAIRWAY RESERVOIR g EXISTING UPS. POWER RADIO REPEATER FROM EXISTING UPS. PLAN VIEW OF WEST HILL RESERVOIR c J1B INSTALL CORD PLUGS ON CONDUCTORS 1/4” = 1'-0"Lu o U F FOR CONNECTING TO THE UPS. 6 0 -. d Z g 0 z ' N c0i ' > o w Ir Iro Z ^♦,, J1A N N 2 n U N N W y cn � F� o a o z m N U � o 3 2 WEST HILL RESERVOIR PROPOSED PROPOSED RADIO REPEATER REVISED TO CONFORM SCALE: SHOWN CONDUIT'TA" ROUTING PANEL LOCATION TO CONSTRUCTION RECORDS 2 DRAWING IS FULL SCALE WHEN NOT TO SCALE NOT TO SCALE ✓ 4/17/14 BAR MEASURES 2" DWG NO.: SHEETpNO.: �PnJECT ENGINEER DATE E04 087 O8 POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES Pi EXISTING UPS EXISTING RADIO REPEATER PANEL 3/4" 120 VAC CORD PLUG CONNECT PROPOSED CORD PLUG TO UPS INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES J1A EXISTING RADIO REPEATER PANEL EXISTING CONDUIT "J1 B" 2" (1) 7/8" HELIAX CABLE PROPOSED CONDUIT AND CABLE. CONNECT TO CONDUIT "J1 B" AT BASE OF RESERVOIR. ROUTE PROPOSED CABLE INSIDE EXISTING CONDUIT. J1B PROPOSED CONDUIT "Ji A" EXISTING JUNCTION BOX 2" (1) 7/8" HELIAX CABLE CONNECT TO PROPOSED CONDUIT "J1 A" AT BASE OF RESERVOIR. J2 EXISTING JUNCTION BOX EXISTING WASTEWATER SCADA ANTENNA NA (1) 7/8" HELIAX CABLE SECURE CABLE TO EXISTING ANTENNA MAST