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Home My WebLink AboutWWP273626WEEKLY INSPECTION DIARY PROJECT NAME-,5!�44f d,!O Z , Qk/ PERMIT NO: DATE: From: To: INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME: w 7 PERMIT NO: DATE: From: To: -4,-Z70 e--"/�� (�� INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME: I-) � �� _PERMIT NO: DATE: From:— To: To: .-�j INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME: Zi��//✓ j'✓l/i% PERMIT NO: DATE: From: To: INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME;, !! ��.Z� IqS, 4- PERMIT NO: DATE: From: %�// To: INSPECTOR ATE WEEKLY INSPECTION DIARY PROJECT NAME: PERMIT NO: DATE: From: g5j�-i /1 a To: .4 INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME: �,�� 5� PERMIT NO: / DATE: From: U/ To: Ll 5 INS TOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME- :—' � PERMIT NO: DATE: From: / —�2 To: INS-PECUrR SI NATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME:'ij�/�lJ �Cl�s PERMIT NO: DATE: From: 8/1// `f To: ffZ-/f INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME: �_� �Q PERMIT NO: DATE: From: % To: INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME:/n�/� Q C-�ro PERMIT NO: DATE: From:- To: Qt- 9-7/�// - -z, INSPECTOR SI NATURE I r E ATE PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 261h Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement i The following statement shows the number of working days charged to your contract for the week ending July 26, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 7/22/13 Monday0 7/23/13 Tuesday Clear I First Day of Work 7/24/13 Wednesday Clear 1 7/25/13 Thursday Clear 1 7/26/13 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 () 4 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. �3z 0 - -Z roject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 4 116 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\Fiile Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUSOI.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26`h Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 2 The following statement shows the number of working days charged to your contract for the week ending August 2, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 7/29/13 Monday Clear I 7/30/13 Tuesday Clear 1 7/31/13 Wednesday Clear 1 8/01/13 Thursday Clear 1 8/02/13 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 4 9 0 0 0 �1�1:�:� �1►111[►� lr� �1�L.9 Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. '- -Z 4 r ject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 9 III Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUS02.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26`h Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 3 The following statement shows the number of working days charged to your contract for the week ending August 9, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8105/13 Monday Clear I 8/06/13 Tuesday Clear 1 8/07/13 Wednesday Clear 1 8/08/13 Thursday Clear 1 8/09/13 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 9 14 0 0 0 140)IR:10`►III& IIFIN ILI V Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 14 106 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUS03.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26 h Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 4 The following statement shows the number of working days charged to your contract for the week ending August 16, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8/12/13 Monday Clear 1 8/13/13 Tuesday Clear 1 8/14/13 Wednesday Clear 1 8/15/13 Thursday Clear 1 8/16/13 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 14 19 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. 8 --ZC -13 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 19 101 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\Ftle Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUSO4.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26th Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 5 The following statement shows the number of working days charged to your contract for the week ending August 23, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8/19/13 Monday Clear 1 8/20/13 Tuesday Clear 1 8/21/13 Wednesday Clear 1 8/22/13 Thursday Clear 1 8/23/13 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 I () 24 ( ) 1) )) CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 0 120 24 96 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUS05.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26``' Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Numb CAG 13-046 Lind Avenue Lift Station Replacement 6 The following statement shows the number of working days charged to your contract for the week ending August 30, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8/26/13 Monday Clear 1 8/27/13 Tuesday Clear 1 8/28/13 Wednesday Clear 1 9/29/13 Thursday Rain 1 8/30/13 Friday Cloudy I Days this week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 24 29 () U 0 Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. i 72iWt Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 29 91 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUS06.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26`h Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 7 The following statement shows the number of working days charged to your contract for the week ending September 6, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/02/13 Monday Clear (1 Labor Day Holiday 9/03/13 Tuesday Rain 1 9/04/13 Wednesday Lt. Rain I 9/05/13 Thursday Rain I 9/06/13 Friday Rain I Days this week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 29 33 () () () CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. o'ect Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 33 87 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUS07.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26t" Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 8 The following statement shows the number of working days charged to your contract for the week ending September 13, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/09/13 Monday Cloud 1 9/10/13 Tuesday Cloud 1 9/11/13 Wednesday Clear 1 9/12/13 Thursday Cloud 1 9/13/13 Friday Cloudy 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 33 38 () 1) U CURRENT STATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time GC 0 120 38 82 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Repons\STATUS08.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26th Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 9 The following statement shows the number of working days charged to your contract for the week ending September 20, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/16/13 Monday Cloud 1 9/17/13 Tuesday Cloud 1 9/18/13 Wednesday Clear 1 9/19/13 Thursday Cloud 1 9/20/13 Friday Cloud \Lt. Rain 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 38 43 U () () CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. 1. Asp ._T ._ Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 43 77 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Und Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUS09.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26th Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 10 The following statement shows the number of working days charged to your contract for the week ending September 27, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/23/13 Monday Showers 1 9/24/13 Tuesday Partly Cloud 1 9/25/13 Wednesday Showers 1 9/26/13 Thursday Cloud 1 9/27/13 Friday Showers I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 43 48 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. ect Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 48 72 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3626 Lind Ave Lift Station\CONSTRUCTION\Work Day Status Reports\STATUSIO.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26th Drive City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 13-046 Lind Avenue Lift Station Replacement 11 The following statement shows the number of working days charged to your contract for the week ending October 4, 2013. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/30/13 Monday Rain 1 10/01/13 Tuesday Rain 1 10/02/13 Wednesday Rain 1 10/03/13 Thursday Showers 1 10/04/13 Friday Partly Cloudy 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 48 53 0 0 0 CURRENT STATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. P ject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 53 67 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. 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Q LLI o N v �J W J> W w Cn co M M Cl. Z Q a �W Z 0 W w w /"1 _ CV N CV Cl) - wUa , w U) Z N 0 0Cl. LL- z CD 00 w W W zZF- _ Z Z �aW . Z J U W � (n larr, Y �F� R1E��ffj T�O � � L r'8x- ]END AV �l� R?J J IE�l.Pr'L A�CcjE'la/IrE�NTr-' PROJECT NO. WWP-27-3626 dr. dr m t� Pt av b i SW G� aAi4w PROJECT 3 S)TE a (afG4{MX ;r.�yrq Rentsn v Hela ginrrF S G o '8F 9 -. :; e.�te•rn %Kwfla Amin* Q Fk.s Rtv f s EA4e a"Ail Stato-on 1'. Fuhmas Staton {NorthbX nd} x mr��naFO 6 Ce_ .W. S.Ore e a Sea-TacA.t Pa S a SW 23Fd S: J `s PROJECT LOCATION MAP NOT TO SCALE S t 5tn 57 s n cn _j S � 1 S 1344 5' o v Ttwrnat U ` LIFT STATION OBLIQUE NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 CONTACT DAVE CHRISTENSEN JOHN HOBSON EDWIN HALIM MARK MILLER NATE LINDO CONTACT INFORMATION COMPANY CITY OF RENTON CITY OF RENTON RH2 ENGINEERING RH2 ENGINEERING P.S.E. POSITION WASTEWATER UTILITY ENGINEER PROJECT ENGINEER CONSULTANT CONSULTANT (POWER) PHONE (425) 430-7212 (425) 430-7279 (425) 951-5332 (425) 951-5372 (253) 970-7284 SHEET LIST SHEET NO. TITLE DWG NO. 01 COVER COV 02 GENERAL INFORMATION G01 col 03 LUSITMG SITE AND TESC PLAN PROPOSED SITE PLAN PROPOSED FORCE MAIN& GRA VITY MAIN PR OFILES SITE AND UTILITYDETAILS ELECTRICAL BUILDING PLAN 04 CO2 3 05 06 C04 07 S01 08 ELECTRICAL BUILDING DETAILS LIFT STA TION STR UCTURAL PLAN S02 09 S03 10 PROPOSED MECHANICAL PLAN STRUCTURAL & MECHANICAL DETAILS ELECTRICAL LEGEND ELECTRICAL ONE -LINE DIAGRAM M01 11 C05 12 E01 13 E02 14 ELECTRICAL SITE PLAN MCC CONTROL DLIGRAM TELEMETRY BL oa m GRAM AND DETAILS ELECTRICAL DETAILS 1 E03 15 E04 16 E05 17 E06 E07 18 ELECTRICAL DETAILS 2 19 GENERATOR DETAILS E08 20 LANDSCAPING DETAILS C06 H. H� �� pF WAsg 16727 0 �� 1 S T ERE 6sSIONAL SIGNED: 01/17/13 g� MILL OF WA,3 t r � 38613 0 �{- O ECISTER� S 'IONAL Z SIGNED: 01/17/13 �Y O :4 �. c� �a 00W F- oC Z W O Uj ac LL. Q p O ~ V LAft ENGINEERS PLANNERS SCIENTISTS Mw RH2 ENGINEERING, INC. http: //%www.rh2.com mailbox@rh2.com 1 F00 720.8057 BELLINGHAM 350.67s.o836 454 West Horton Road BOTHELL 425.951.5400 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.slat 114 _ SILVERDALE 360.876.7960 2021 ""re Rd, Suite 107 TAC 253.272.3059 621 Paci Avenue Suite 104 SIC SHOWN h 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 2 DWG N0, COv ENGINEER: DEB;' REVIEWED: MM DATE: Jan 18, 2013 sHEET No. 01 20 CLIENT: REN JOB NO.: 112-023 FILENAME: LIND—D—COV.DWG SURVEY CONTROL HORIZONTAL DATUM: NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM: NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS SITE CONTROL: CITY OF RENTON CONTROL MONUMENT 1551 LOCATED IN THE CENTERLINE OF LIND AVENUE SW AT SW 23RD ST. N 51992.882, E 395190.593, ELEVATION = 6.497 CITY OF RENTON CONTROL MONUMENT 1895 LOCATED AT THE INTERSECTION OF SW 16TH ST AND LIND AVENUE SW. N 52766.111 E 395209.265, ELEVATION = 7.834 LEGEND EXISTING O STORM DRAIN MANHOLE RIGHT-OF-WAY SAN. SEWER MANHOLE ROADWAY CENTER LINE 0 WATER MANHOLE CURB FIRE HYDRANT UNDERGROUND POWER ❑ WATER METER VAULT c GAS MAIN WR POWER VAULT — — — — FUEL — — — — FUEL — PETROLEUM GAS MAIN UB UNDERGROUND BOX TELEPHONE CV CONCRETE VAULT TELEVISION PT POWER VAULT W/ TRANSFORMER W WATER MAIN OM TELEPHONE VAULT ST STORM MAIN OT TELEPHONE RISER SEWER MAIN PK NAIL — — -- — — EXISTING LIFT STATION OUTLINE TREES — 2 2 CONTOUR (2') BORING LOCATION CONCRETE ASPHALT �l) RAISED ASPHALT TREES SEE ELECTRICAL LEGEND FOR ADDITIONAL INFORMATION PROPOSED ABBREVIATIONS CB CATCH BASIN FM FORCE MAIN IE INVERT ELEVATION PVMT PAVEMENT RE RIM ELEVATION SSMH SANITARY SEWER MANHOLE TYP TYPICAL WMH WATER MANHOLE GRAVITY SEWER MAIN SEWER FORCE MAIN SILT FENCE CONSTRUCTION FENCE CONSTRUCTION EASEMENT (PERM.) CONSTRUCTION EASEMENT (TEMP.) CONSTRUCTION NOTES 1. CONTRACTOR SHALL CALL 1-800-424-5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -BUILT RECORDS. 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, 2010 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. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE CONSTRUCTION RECORDS. STAKING FOR GRADES AND ALIGNMENT SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FIRM LICENSED AND CAPABLE OF PERFORMING SUCH WORK. RIGHT OF WAY AND EASEMENT LIMITS MUST BE CLEARLY IDENTIFIED IN THE FIELD DURING CONSTRUCTION. 8. A PRECONSTRUCTION CONFERENCE AND 24-HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 5 DAYS OF NO WORK BEING PERFORMED. 9. 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 INSIDE THE CONSTRUCTION LIMITS. 10. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 11. THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUANTITY, METHOD OF INSTALLATION, OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NECESSARY TO KEEP THE EXCAVATION SITE DEWATERED TO STABILIZE THE SOILS FOR CONSTRUCTION. 12. THE CONTRACTOR SHALL DISCHARGE WATER FROM THE DEWATERING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL REGULATIONS AND THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. AT NO TIME SHALL SILT LADEN WATER BE DISCHARGED OFF SITE. SEE EXISTING SITE AND TESC PLAN FOR ADDITIONAL STORMWATER NOTES. 13. 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. 14. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE AND DO NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN TO AVOID DAMAGE AND/OR DISTURBANCE TO SUCH UTILITIES, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. 16. THE EXISTING LIFT STATION SHALL NOT BE PERMANENTLY TAKEN OUT OF SERVICE UNTIL THE LIFT STATION CONSTRUCTED UNDER THIS CONTRACT HAS BEEN INSTALLED, TESTED, AND APPROVED IN WRITING BY THE OWNER. A TEMPORARY PUMPING SYSTEM CAN BE INSTALLED DURING CONSTRUCTION TO ALLOW FOR CONSTRUCTION OF THE PROPOSED LIFT STATION TO BE COMPLETED. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE OWNER FOR APPROVAL THAT DETAILS THE PROPOSED METHOD OF KEEPING THE LIFT STATION OPERATIONAL DURING THE CONSTRUCTION WORK. INSTALLATION OF THE TEMPORARY PUMPING SYSTEM SHALL NOT BEGIN UNTIL WRITTEN APPROVAL HAS BEEN OBTAINED FROM THE OWNER. A HIGH LEVEL ALARM FLOAT SHALL BE CONNECTED TO THE EXISTING TELEMETRY SYSTEM FOR PROVIDING NOTIFICATION TO THE OWNER IF THE TEMPORARY SYSTEM HAS FAILED. THE CONTRACTOR SHALL BE AVAILABLE TO RESPOND TO ANY TEMPORARY SYSTEM FAILURE. TRAFFIC CONTROL 1. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN(S) SHOWING SIGNAGE AND FLAGGERS AS NEEDED TO COMPLETE THESE IMPROVEMENTS AND SUBMIT TO CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WSDOT AND THE CITY OF RENTON STANDARDS. 2. THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. 3. AT NO TIME SHALL THE ENTIRE ROAD BE CLOSED DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE PARKING LOT FOR THE DURATION OF THE PROJECT. ABANDONMENT NOTES THE CITY SHALL BE SOLE DETERMINER OF APPROPRIATE ABANDONMENT PROCEDURES AND METHODS. CONTRACTOR SHALL COORDINATE WITH THE CITY TO DETERMINE WHETHER TO SALVAGE OR DISPOSE OF REMOVED FACILITIES. UNUSABLE EQUIPMENT SHALL BE DISPOSED OF BY THE CONTRACTOR. THE FOLLOWING METHODS ARE APPROVED ABANDONMENT PROCEDURES FOR TERMINATED FACILITIES. LIFT STATION 1. UPON THE COMPLETE OPERATION OF THE PROPOSED LIFT STATION AND APPROVAL BY THE CITY IN WRITING, THE CONTRACTOR SHALL ABANDON THE EXISTING LIFT STATION. REMOVE ALL PUMPS, PIPES, FITTINGS, ELECTRICAL, TELEMETRY EQUIPMENT, LADDERS, FANS, AND ALL OTHER APPURTENANCES FROM INSIDE THE EXISTING PUMP STATION. ALL OF THE REMOVED ITEMS OTHER THAN THE EXISTING LEVEL TRANSDUCER AND TELEMETRY PANEL SHALL BE HAULED OFF AND DISPOSED ACCORDING TO THE REGULATIONS. THE EXISTING LEVEL TRANSDUCER AND TELEMETRY PANEL SHALL BE RETURNED TO THE CITY'S SHOP. THE EXISTING PUMP STATION ACCESS SHALL BE REMOVED AND THE EXISTING SHELL SHALL BE FILLED WITH SAND OR CDF. PLUG ALL PENETRATIONS BETWEEN EXISTING WET WELL AND EXISTING PUMP STATION WATER TIGHT. SEWER MAINS 1. CUT AND DRAIN THE ABANDONED SEWER MAIN WHERE EXPOSED DURING CONSTRUCTION. 2. REMOVE ANY MAINS IN THE WAY OF NEW CONSTRUCTION. SAW CUT AND REMOVE SHORT SECTIONS OF PIPE. MAINS SHALL NOT BE FORCIBLY REMOVED WITH HEAVY EQUIPMENT DUE TO POTENTIAL DAMAGE TO SURROUNDING UTILITIES. 3. PLUG ENDS OF ABANDONED MAINS EXPOSED DURING CONSTRUCTION WITH GROUT PLUG, BLIND FLANGE, OR CAP AS DIRECTED BY THE CITY DEPENDING ON THE TYPE OF PIPE AND SOIL CONDITIONS. SEWER MANHOLES 1. SEE CITY OF RENTON ABANDON MANHOLE STANDARD DETAIL 400.5 LOCATED IN APPENDIX. CONDUIT 1. CONDUIT SHALL BE CUT OFF BELOW GRADE AND THE AREA SHALL BE FILLED WITH LANDSCAPE BARK. NORTHING AND EASTI N G CALLO UT POINTS TEES: X BENDS: FLANGES: REDUCERS: XA VALVES: PIPE LENGTH MEASUREMENTS PIPE LENGTHS CALLED OUT ON PLANS ARE MEASURED AS FOLLOWS: FLANGE x FLANGE (FLxFL) PIPE MEASURED FROM FACE OF FLANGE TO FACE OF FLANGE. FLANGE x PLAIN END (FLxPE) PIPE MEASURED FROM FACE OF FLANGE TO CENTER OF FITTING. PLAIN END x PLAIN END (PExPE) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. RESTRAINED JOINT x RESTRAINED JOINT (RJxRJ) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. —� PIPE LENGTH �- PIPE LENGTH --I �— — PIPE LENGTH �— PIPE LENGTH —� FITTINGS ARE ASSUMED TO BE STANDARD LENGTH 125#, 250# FLANGED OR COMPACT CLASS 350 MECHANICAL JOINTS. CONTRACTOR RESPONSIBLE FOR VERIFYING LENGTHS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE INTO ACCOUNT ANY VARIATIONS IN FITTING DIMENSIONS. 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 X PLAN REFERENCE BUBBLE -REFERS ZX% DETAIL/SECTION REFERENCE BUBBLE - X000 READER BACK TO THE PLAN FROM WHICH X000 REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION ORIGINATED. 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). DETAILS SHOULD HAVE AN ALPHANUMERIC REFERENCE NUMBER (A-Z OR 1-1799). DISCIPLINE SPECIFIC STANDARD DETAILS FOLLOW THE DIVISION NUMBER. EXAMPLES: 2XX = SITE WORK OR CIVIL STANDARD DETAILS 5XX = STRUCTURAL CONNECTION STANDARD DETAILS 3XX = CONCRETE STANDARD DETAILS 6XX = MECHANICAL STANDARD DETAILS 4XX = MASONRY STANDARD DETAILS 7XX = ELECTRICAL STANDARD DETAILS 16727 SIONAL SIGNED: 01117113 SIGNED. 01/17/13 El ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN Lid 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. 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REPLACEMENT ELECTRICAL LEGEND Z 0 n D O r G� _ --1 Z 0 0o D r- W D - � O D m m z m m z m O n W O r N m rn W N D Z to m m m , r o j--< m m � v vl< l< nIc s r T9 0) J co W TEMPORARY CONSTRUCTION EASEMENT % YR % v e r v Cn •: __ R ---.. WEXISTING<TR R N: 172009.62 TEMPORARY EXISTING TRAFFIC CVE: 1296367.33CONSTRUCTION CONCRETE ISLAND, FENCE DO NOT DISTURB CV z EE (�YP.) I % Zo EXISTING CB DO NOT DISTURB I D RIM=19.78 SILT FENCE, SEE DWG I % z IE N 12 CONC=15.58 IE W 16"CONC=15.38 N0. C04 FOR DETAIL PROVIDE STORM FILTER FOR T 16" ST 16" ST 16" ST 16" ST 16" ST 16" ST D ST GATGH °III 1KTSEE DETAn 0 161, ` I j DWG N0. C04 0 EXISTING DRY WELL, RAIN \ TO BE ABANDONED N I i � r 0 N:17 00 06 E:12 6 33 C EXISTING TELEMETRY ANTENNA m 1n 1n POLE TO BE REUSED. SEE DWG NO. Cn E03 FOR ANTENNA DETAILS I SAW CUT EXISTING ASPHALT SIDEWALK (TYP.) EXISTING CURB, TO BE REMOVED (TYP.) II 10 i EXISTING STORM D SECONDARY / c� PRIMARY BORING / 1` DO NOT DISTURB o BORING LOCATION /— EXISTING SSMH' % z LOCATION / RIM-22.20 1 SAW CUT EXISTING IE OUT=9.30' i W PAVEMENT m IC) I � z EXISTING WET WELL, -APrROX.SS FM - , s" s FM s' ss F TO BE ABANDONED �Y M S FM__ ' EXISTING CURB TO I i BE REMOVED EXISTING ABOV� EXISTING FORCEMAIN I GRADE BOX 1 TO REMAIN IN SERVICE DURING CONSTRUCTION II EXI TING TRAFFIC JUNCTION BOX TO �� II BE ELOCATED EXTEND OR REPLACE V) N I im r < I -0I rn r I Mn c m r I L`_Jy r — 8" qFM r I E U C N DOCTORS AS NEED D TO I z x x -- Y % % Y R N: 171909.62 E: 1296367.11 ST EXISTING TREE TO BE REMOVED I EXISTING FIRE HYDRANT, DO NOT DISTURB IN - o P P G c G G *' AC OMMODATE RELOC TION OF THE EX STING TRAFFIC JUNCTION BOXrri X Y X R �Y Y% Y X Ri— %--. x---_— XL Y R -- R r EXISTING WATER SERVICE AND HOT BOX, DON T DISTURBco I EXISTING POWER AND GAS LINES, EXISTING TREE TO BE nn NnT nlLqT1 IRR REMOVED AND REPLACED ''emu I I0 m r W w W ST ST EXISTING DRY WELL TO BE ABANDONE[ PROPOSED LOCATION OF WET WELL PROPOSED LOCATION OF VALVE VAULT w w w� EXISTING FIRE HYDRANT, _/ DO NOT DISTURB ST ST ST ST SW 19TH ST ST ST r EXISTING SDMH RIM=20.66 "CONC=8.66f 22 IE E 48"C — 2'fF00T OF SILT AT BOTTOM I� ABLE TO DETERMINE EXACT IE PROVIDE STORM FILTER FOR CATCH BASIN, SEE DETAIL ON DWG NO. C04 EXISTING SITE AND TESC P EXISTING WET WELL, TO BE ABANDONED EXISTING CURB TO BE REMOVED AND REPLACED EXISTING MANHOLE 0 1 INVERT ELEVA ION AT EXISTING W T I WELL = 7.07' PETROLEUM PIPELINE I < I SAW CUT EXISTING 0 EXIS ING SSMH PAVEMENT RIM=21.74 m CTR CHAN 7.74 S/E EXISTING' W H r - NO VI IBLE FLOW N:171910.7 7 �-� - --- - - --- _— - E-08 - �lp G) I rM ST ST ST ST ST ST ' ST � ST m � I I �, S-1 ISS u"p. EXISTING WMH I EXIISTI G W I cp, N: 171884.908 N: 71 85.7 E:1296582.225 E: 29 610. w w w U) I EXISTING SSMH RIM=21.68 I CTR CHAN 7.48 N/W EXISTING VVMH NO VISIBLE FLOW I N:171872a19 ss E: 1296609.86 I SS / wV c EXISTING S MH = 2ft 3i I I i \ CTR CHAN=7.61 NW WITH FLOW AN/� RESTRICTION SCREEN INVERT OF SANITARY SEWER M INCLUDED IN THE SURVEY DRA WAS OBTAINED FROM MEASURE CONTRACTOR SHALL SURVEY T EXISTING CONTROL BOX MANHOLES PRIOR TO STARTING AND VERIFY THE INVERT ELEVA TO BE REMOVED AFTER SIGNIFICANT DISCREPANCY THE ANHOLE PIPE WAS NOT WING. THE ELEVATION MENT IN THE FIELD. HE INVERT OF THE THE CONSTRUCT'— ' TION. IF THERE I' CONTRACTOR SE IMMEDIATELY m r "SSA m r m r m r ST ALK EXISTING SSMH RIM=21.75 IE IN=11.25' W TO BE ABANDONED 3MKI — N OTHER LO( < CONTROL POINT N: 171873.925 E: 1296623.260 EXISTING FORCE MAIN ST l�G � of WASkr 41 1s727 GISTERE9 1 ONAL SIGNED. 01 /17/13 oy WAS � ��' 0 .01 S T ER�'�,�9s yOSIONAL T" l SIGNED: 01 /17/13 a J W a V 1 (n za w OW Z z Uj Z cc a U. Q w O y (n Q Z w J E N G I N E E R S PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.s400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: DEB C01 REVIEWED: MM DATE: Jan 18, 2013 SHEET vo. CLIENT: REN 03 JOB No.: 112-023 20 FILENAME: LIND-D-CIV0I.DWG 1 0 I I 10 I i I � I I i I � I � I CV I PRO P� '' ELECTRICAL ' 9JILDDItdG N:1296 .7. PROPOSED E(. CTRICAL C ' E:1296 7. SERVICE. SE4 WG NO. E02 M I FOR CONDUIT CHEDULE U I I I I I I I N:171994.29 i --- — — — I I� E:1296467.28 EXISTING CB RIM=19.78 ( PROPOSED CO NECTION IE N 12"CONC=15.58 I Q ' TO EXISTING T LEMETRY I IE W 16"CONC=15.38 I ANTENNA ZZ 16" ST 16" ST 16" I - I 2 16 7 _0 M D Z m z m D m M z VALVE VAULT Q- O P POSED GENE OR PROPOSED WET WELL I rP1U ,.: .. I ALL REMOVED OR DAMAGED CURB SMALL BE RESTORb i i" TO 7E:1 B MAT H EXISTING, TYp. 8" SS F — 8" SS FM I 8" S FM FM -1 EXISTING SSMH +� RIM = 2220 i I I I i IE OUT =.9.30' S I UB PROPOSED BOX _ I , RELOCATION c c G PROPOSED MAPLE TREE ' N:171939.29 — I 'L E:1296457.11 — w la ST ST lop] PROPOSED SS H #1 48" 0 SADDLE ANHOLE N:171921.013 IT E:1296530.900 — wPROPOSED SSM14#2 13 \ \ UPON THE AC EPTANCE OF THE Cn 48" 0 MANHOLE PROPOSED LIFE' STATION, SEAL THE N:171921.257 NORTHWEST NETRATION FROM E:1296509.427 THE PROPOSE MANHOLE WITH EXISTING GRAVITY _ _ _ EXIS ING SSMH REPLACE PAVEMENT _ SEWER PIPE TO BE WATERTIGHT ONCRETE PLUG. RIM=21.74 AROUND MANHOLE PER ABANDONED (TYP. REPLACE PAV MENT AROUND CTR CHAN 7.74 S/E CITY STD. PLAN 400.4 14 MANHOLE PE CITY STD. PLAN 400.4 No VI ISLE FLOW 1p 15 � I ST T ST ST ST ST ST SW 19TH ST CONTRAC R TO RESTORE ALL DISTU ED STRIPING T& ITY STANDARDS W cp. EXISTING 8" GRAVITY N�, EXISTING WMH ST SEWER MAIN —\ I EXISTING SDMH RIM=20.66 2 2 ____IE- W- 8.6 6 f IE E 48"C 2'±F00T OF SILT AT BOTTOM - UNABLE INE EXACT IE T E�—`__--- L TEL L EXISTING SSMH RIM=21.01 CTR CRAN=7. NW WITH FLOW EST TION SCREEN NOT ABLE TO SEE OR FEEL EAST IE R CHANNEL w, sul r -131 ST N: I / 1884.908 E: 1296582.225 Iw w ' EXIS ING SSMH RIM=21.68 -TR CHAN 7.48 N/W NO VISIBLE FLOW ss � ss SS 0 l31 31 22 PWR 'X3' OVERALL PROPOSED SITE PLAN 1" = 10' TS—T PETR P C� w EXI' N:' E:1 WV PETROLEUM Mk I m C r m r c M 1 9 � � I I � PROPOSED SSMH #3 60" 0 SADDLE MANHOLE WITF DROP CONNECTION PER CITY STANDARD DETAIL V ` N:171974.198 I E:1296647.800 18 y -jr F-4 20 \ r � � 8" FM — — SSri \ % TO BE ABANDONED, SEE DEMOLITION j L �WRf NOTES ON D'WG NO. G01 WIR I ` OM \ c m r PROPOSED 8" C900 90 DEGREE BEND BELL x BELL WITH THRUST BLOCK PROPOSED 8" C900 FORCE MAIN -� APPROX. 9 LF PROPOSED 8'x18' VALVE VAULT G G — PROPOSED CONCRETE CURB, MATCHED EXISTING PROPOSED 8" C900 FORCE MAIN APPROX. 167 LF POINT DATA AND DESCRIPTIONS POINT # NORTHING FASTING ELEVATION DESCRIPTION 1 171,956.31 1,296,505.03 21.09 CENTER OF WET WELL 2 171,960.81 1,296,496,07 21.09 NE CORNER OF VALVE VAULT 3 171,951,81 1,296,477.07 21.09 SW CORNER OF VALVE VAULT 4 171,972.49 1,296,519.10 PER PLAN NE CORNER OF GENERATOR PAD 5 171,960.49 1,296,514,10 PER PLAN SW CORNER OF GENERATOR PAD 6 171,987.99 1,296,526.68 PER PLAN NE CORNER OF ELECTRICAL BUILDING 7 171,979.32 1,296,516.01 PER PLAN SW CORNER OF ELECTRICAL BUILDING 8 171,973,95 1,296,479.20 PER PLAN 90 DEGREE BEND IN FORCE MAIN 9 171,969.21 1,296,476.31 20.92 NW CORNER OF CURB 10 171,969.21 1,296,512,33 MATCH EXISTING NE CORNER OF CURB 11 171,949,15 1,296,476.05 MATCH EXISTING SW CORNER OF CURB 12 171,976.70 1,296,549.47 MATCH EXISTING UPPER NW CORNER OF PVMT RESTORATION 13 171,927.29 1,296,502,41 MATCH EXISTING WEST CORNER OF PVMT RESTORATION 14 171,915.29 1,296,502.36 MATCH EXISTING SW CORNER OF PVMT RESTORATION 15 171,915.09 1,296,547.10 MATCH EXISTING SE CORNER OF PVMT RESTORATION 16 171,976,70 1,296,558.62 MATCH EXISTING UPPER NE CORNER OF PVMT RESTORATION 17 171,976.70 1,296,565.92 MATCH EXISTING NW CORNER OF PVMT RESTORATION 18 171,971.70 1,296,610.97 MATCH EXISTING SE CORNER OF PVMT RESTORATION 19 171,976.70 1,296,623.49 MATCH EXISTING NW CORNER OF EAST SDWLK RESTOR, 20 171,971.70 1,296,630.01 MATCH EXISTING SE CORNER OF EAST SDWLK RESTOR, 21 171,958.06 1,296,521.42 SEE DETAIL END OF WET WELL PASSIVE VENT 22 171,971.53 1,296,511,60 MATCH EXISTING BOLLARD PROPOSED 8'X10' ELECTRICAL BUILDING. SEE DWG NO. S02, S03 AND SPECIFICATIONS FOR DETAILS. I SEE PLAN FOR DETAILS - PROPOSED SITE PLAN 1"=5' PROPOSED GENERATOR PAD W/ /- GENERATOR. SEE DWG NO. E08 FOR, ETAILLSS — I I PROPOSED 12" ECCENTRIC PLUG VALVE, SEE 607 ISOLATION DETAIL K rn, H. .1P' of WAsg"�P 16727 GISTAS, "O'SIONAL1 SIGNED. 01 /17/13 SIGNED. 01/17/13 Z a w cn W N 0 O a ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3OS9 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. 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G7 N3 O Z (YYY1 m - cn D O = G7 mM:m -ri I W I 7-1 Cn X O O � 0 m O O Z X A D o0 CDCD < �$w 0: m ---10 mD I m ly Irn I I I m i LIGHTING PANEL AND m TRANSFORMER n� —1cn = r > ocn �m D m p C n O r T rr1 Cn _ Z G) N _r_: CITY OF RENTON ��. �� E.1I�D AVE LIFT STATION REPLACEMENT Z, I-C ELECTRICAL ONE -LINE DIAGRAM O v co W M m 0 T j O Q O W C O W C D= -0 -i�0 Z ;Mu 0 r N 0 X C-)w m O Z77 _{ r m 0 m m 0D n 0� C-)ZC rom C-)Cnm i z 0 m m 7 p m r- m 0 z Z r z Q OD cp D O TO = i Dmm0 �C�jT 0 CD > 0 rnx cn r- 0 c) o r m m p h -a r 0 cf) C D 0 m cn0 mar 0C/) ZO 0 OC X D n 0 _M U) __ � Z m041 r G� m G) P —1 + N r CI 0 cn N m-=i 00T DGZjpr Q ^, D Z C -i - O N o DC O O X cn CA) _ cn m cn N _ Q n 00 r' - v', TZ >E r T o D cn m 2 Z D 0 = m U)m > Z C)r- U) cuo �n -n r 0 n m m C m z D z G) m �r D0 m cA O = D m0 r r 0 � D = m G)IQ c)o m o C) m m r r r D O O O rn D D D D Z C T D r 'n � C N o D D N G) N :Ll N Z 0 0 O m D m o m n D � C7 r O= N N N N O DC/) 0 N 10 0 cn -ow m � o 0 w m O D D =•1 Cn c 72a: .., 0 Z 0 0 m z G� II { N . Cn N F. 0 m Z m Ico 0 Iw O C� C IC:) I� c cn I� N Iz 0 c ST 0 � v 1 �d m % co �� CONTRACTOR TO INSTALL n1AIA117n nnn\/InCn nTi 1 RTU PANEL I/O CONNECTIONS NO SCALE ELECTRICAL NOTES ® 11. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. 2�I 2. ALL INTRUSION SWITCHES SHALL BE WIRED IN SERIES. I,LL TERMINATE J AND CONTROL CATIONS SHOWN )RAWINGS TU (TYPICAL). IG L :f %I JN ,IL FLOW METER TRANSMITTER 0 L N 120V ON NUMBER OF FIXTURES VARY DEPENDING ON HANDSWITCH OFF CIRCUIT. AUTO PHOTOCELL] PROVIDE ON/OFF/AUTO TOGGLE SWITCH. PHOTOCELL J SHALL CONTROL LIGHTS IN AUTO POSITION. DIAGRAM 2: BUILDING EXTERIOR LIGHTING CIRCUIT 20A L- — — — — - -- I N----------- NO SCALE HVAC CONTROL PANEL, "HP" LOCATED IN MCC CR1 � OA DIAGRAM 3: HVAC CONTROL PANEL NO SCALE I t`r M EXHAUST FAN, EF-1 — — M EXHAUST MOTORIZED i� DAMPER i -- M INTAKE MOTORIZED i� DAMPER i i STARTER "EF-1 RUN" �'oFH. easgt ,� j q 16727 + 01STSS SIONAL SIGNED: 01118113 WIz ASIS, O 38613 SEC1STSS SIONAL SIGNED: 01118113 \N T/ � 0 z z W a z W U Q O� C� a Z 0 J LL.Q 0 � o0 W Q o W J Z q.. W v I. E N G I N E E R S RH2 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST W NATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 J 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. E05 ENGINEER CC1 REVIEWED, MLM DATE: Jan 18, 2013 SHEET NO. 16 20 CLIENT: REN Jae No.: 112-023 FILENAME: LIND—D—E—TELEMETRY.DWG PR 0 VIDENCE HEALTH & SERVICES EXISTING PEDESTRIAN SHELTER 2' - POST MOUNTED NO PARKING SIGN CEMENT CONCRETE RAMP, SEE SECTION VIEW THIS SHEET. STRAIGHT GRADE BETWEEN LANDINGS. WIDTH OF PAINTED AREA SHALL MATCH EXISTING • PARKING STALL WIDTH 4" WIDE, WHITE PAINT LINES CEMENT CONCRETE —�W111ATRAFFIC CURB (TYP) RAMP LANDING WITH DETECTABLE WARNING SURFACE. SLOPE SHALL APPROX. NOT EXCEED 2% IN ANY 20' DIRECTION. I GRADE EXISTING GROUND BACK FROM TOP OF CURB 4' AT 4HAV SLOPE I WHITE PLASTIC CROSSWALK LINE PER CITY STD. PLAN 127 REMOVE RAISED PAVEMENT MARKERS WITHIN CROSSWALK PATH L`_Jy Sw 19THS POST MOUNTED RAPID FLASH BEACON PROVIDE 2' CLEAR FROM FACE OF CURB tU SAWCUT EXISTING ASPHALT SURFACE 2' FROM GUTTER. SEE CURB REPAIR DETAIL THIS SHEET. A TRUNCATED DOMES SHALL - EXTEND THE FULL WIDTH OF THE LANDING (TYP) .GOO �O°°"O°, fO..O0 .?' °2" MOUNT RAPID FLASH BEACON ON LUMINAIRE POLE USING CARMANAH ® SIDE -OF -POST MOUNT FOR R920 SOLAR ENGINE OR APPROVED EQUAL L_ SAWCUT AND REMOVE EXISTING ASPHALT AT CURB/GUTTER WORK LOCATIONS. PROPOSED HMA AT PATCHED LOCATIONS SHALL BE 0.34' THICK. CROSSING PLAN 1" = APPROX. 10' PATCH WIDTH 2.0' 0,50' CSTC PROPOSED CURB AND GUTTER J PROPOSED CURB RAMP 0.17' CSTC CURB REPAIR DETAIL 1"=2' APPROX. EDGE OF PAVED SURFACE SAWCUT AND PROVIDE EXPANSION JOINT AT RAMP EDGES (TYP) RAMP SHALL NOT EXCEED 8.33% RUN SLOPE (TYP) SIDEWALK RAMP TYPE 2A (CITY STD. PLAN F011) J SALVAGE EXISTING GROUNDCOVER IN RAMP AREA AND TRANSPLANT IN DISTURBED AREAS (TYP) 4" THICK CEMENT CONCRETE — V.V/ uolli PROPOSED CEMENT CONCRETE TRAFFIC CURB BACKFILL WITH NATIVE TOPSOIL (TYP) CEMENT CONCRETE RAMP SECTION ° -z' VICINITY MAP SITE PHOTO o�] [b SITE PHOTO SITE PHOTO oA GENERAL NOTES 1) EXISTING CURB RAMPS, CURB, AND GUTTER SHALL BE REMOVED WHERE NEW RAMPS ARE SHOWN. 2) PROPOSED CURB AND GUTTER SHALL BE INSTALLED AT EACH PROPOSED CURB RAMP. 3) CROSSWALK BEACON SHALL BE CARMANAH ® R920 RECTANGULAR RAPID FLASHING BEACON OR APPROVED EQUAL. TWO SOLAR POWERED UNITS REQUIRED COMPLETE WITH SIGNS, SOLAR POWERED BEACONS, AND PUSH BUTTON ASSEMBLY. ONE SYSTEM SHALL BE LUMINAIRE MOUNTED AND ONE SYSTEM SHALL INCLUDE POLE ASSEMBLY AND FOUNDATION. SIGNS AND FLASHING BEACONS SHALL BE DISPLAYED IN BOTH DIRECTIONS ON EACH ASSEMBLY. THE UNITS SHALL PROVIDE WIRELESS COMMUNICATION BETWEEN BEACON ASSEMBLIES. POWDER COATING SHALL BE YELLOW, 4) POST MOUNTED CROSSWALK BEACON SIGN AND POST MOUNTED NO PARKING SIGN SHALL BE MOUNTED PER "SINGLE POST MOUNTING" DETAIL WITH SLIP BASE ASSEMBLY ON CITY STD. PLAN G-8b. 5) SIGNS REQUIRED - A) 4 EACH W11-2 30" x 30" WITH YELLOW BACKGROUND B) 2 EACH W16-7PL AND W16-7PR 24" x 12" WITH YELLOW BACKGROUND RAPID FLASH BEACON DETAIL wX, wAsq, �0 16727 �.G1 STO ti SIGNAL SIGNED. 02122113 SIGNED. 02/22/13 Z J W � a Uj V w Za 0 O Wcrft Z Z Z Cl) W O cn cc �, O 4. O w W-ft U, J cc 0 Uj Q Q Z J r LJ 1 SCIENTISTS 1 RH2 ENGINEERING, INC. http://www.rh2.com mailbox©rh2.com 1.800.720.8052 BELLINGHAM 360.676.0686 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.676.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: MJV 1 REVIEWED: ERH DATE: Mar 5, 2013 SHEET No CLIENT: REN JOB No: 112-023 1 FILENAME: 19TH-P-CROSSING.DWG WELD BRACKET TO STAINLESS STEEL ANGLE (TYPICAL) CUSTOM UPPER GUIDE RAIL (TYPICAL) PUMP GUIDE RAIL 6"x2" PIPE CLAMP (TYPICAL). CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 PIPE CLAMPS SPACED EQUALLY ALONG THE LENGTH OF 2" PIPE FOR SUPPORT. 2"x2" PIPE CLAMP (TYPICAL) 2" SCH 80 PVC PIPE. PIPE SHALL EXTEND FROM 4" FROM BASE OF INTERIOR WET WELL TO MOUNTING POINT BETWEEN PUMP RAIL GUIDES. BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE LIMIT SWITCH 2"x1/4" STAINLESS STEEL SUPPORT 1/2"0 STAINLESS STEEL BOLT AND NUT (TYPICAL). LEVEL TRANSMITTER SLEEVE DETAIL NOT TO SCALE 6" FORCE MAIN, TYP. CHECK VALVE LIMIT SWITCH DETAIL WET WELL HATCH NOT TO SCALE WETWELL PLATFORM HAND RAILING SO CORD CONNECTOR (TYPICAL). SO TYPE CORD. GRS CONDUIT STRAPPED TO WALL WITH MINIMUM OF (2) STAINLESS STEEL PIPE CLAMPS SPACED EQUALLY APART. LIQUID LEVEL SWITCH. SET TO SWITCH WITH 1/2" OF WATER ON FLOOR. 0 L SURFACE MOUNTED J-BOX. L REFER TO p DWG NO. E02 K FOR EQUIPMENT SCHEDULE 17 VAULT FLOOD SWITCH DETAIL NOT TO SCALE 4" X 1/4" STAINLESS STEEL PLATE. SECURE TO WET In/nl I nl nTrORM HAND 1 STAINLESS HARE. 1� WOK AT EACH FLOAT TO MOUNTING Z ADJUSTING FLOAT WETWELL INTERIOR WALL I 1 HIGH LEVEL FLOAT 7'-3" ABOVE WET WELL FLOOR NOTE: FLOAT ELEVATIONS FIELD ADJUSTED PER ENGINEER AT STARTUP PUMP START FLOAT 4'-4" ABOVE WET WELL FLOOR PUMP STOP FLOAT 3'-4" ABOVE WET WELL FLOOR FLOAT MOUNTING DETAIL NOT TO SCALE 3 INTRUSION SWITCH. MOUNT PER . A A All Ir A nTl IP'1r P'%1r1 BUILDING INTRUSION SWITCH DETAIL NOT TO SCALE DUAL FIXTURES AIMED TOWARD VAULT HATCHES. SEE DWG. NO E02 FOR LIGHT FIXTURE SCHEDULE 5" SQUARE x 20'H, SQUARE STRAIGHT STEEL OUTDOOR LIGHTING POLE. INSTALL PLUMB. OUTDOOR LIGHTING POLE SHALL BE HUBBELL MODEL NO. SSS-20-50-7-TA-BZ, OR EQUAL. OR BOLTS. INSTALL OLE FACTURER'S UCTIONS ;HT POLE BASE PLATE. OUT BASE PLATE WITH N-SHRINK GROUT AND (CONE CAULK AT EDGE. 12" DIAMETER CONCRETE CYLINDER FOR ANCHORING STEEL POLE. 450 CHAMFER AROUND EDGE. CONDUIT AS SHOWN ON SITE PLAN #4 VERT ENLY SPACED 44 HOOPS @ 12" O.C. OUTDOOR SITE LIGHT FOOTING AND MOUNTING DETAIL NOT TO SCALE �013TER�9� '1 AL SIGNED: 01118113 SIGNED: 01118113 RH2 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: CCA E07 REVIEWED: MLM DATE: Jan 18, 2013 SHEET NO. CLIENT: REN 18 JOB NO.: 1 1 2-023 20 FILENAME: LIND-D-E-DETAILS2.DWG H. oy WASz �.rc�� ^Y g 16727 01 STY,'% sIONALl EG CONTROL AND CIRCUIT BREAKERS THIS END. SIGNED: 01118113 al WAS �= o 38613 OISTSS ti SIONAL SIGNED: 01118113 ti Z W GENERATOR WITH SOUND ATTENUATED ENCLOSURE EG CONTROL PANEL AND J CIRCUIT BREAKERS THIS END. LL Q �- 12-0" MIN. o WCc W Z Z 0 W 0 cc F- LO �. Ct � SECURE GENERATOR AND O Q FUEL TANK PAD WITH 1/2" CONCRETE ANCHORS ORLL _ W APPROVED EQUAL. EMBED Z MAX 3" IN CONCRETE. U J W LtJ DUAL -WALL SUB BASE FUEL NATIVE OR STRUCTURAL FILL TANK COMPACTED TO 90% STANDARD Q CONCRETE PAD PROCTOR. Jim 7" I GENERATOR WITH SOUND \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ATTENUATED ENCLOSURE \/\/\ ENGINEER S PLANNERS SCIENTISTS PROOF MIN 6" CRUSHED SURFACING #5 @ 12" O.C. EW, T&B ROLLED COMPACTED TO FIRM AND RH2 ENGINEERING, INC. 6-0" MIN. - NATIVE SOIL. UNYIELDING CONDITION http://www.rh2.com mailbox@rh2.com 1.800.720.8052 CONCRETE PAD BELLINGHAM 360.676.0836 454 West Horton Road GENERATOR AND FUEL TANK PLAN GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE so9.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: CCA E08 REVIEWED: MLM DATE: Jan 18, 2013 SHEET NO CLIENT: REN 19 JOB Na.: 112-023 20 FILENAME: LIND— D—E— GENERATOR. DW OF WA,g�"�P 16727 GISTS?- "OSIONAL 11 SIGNED: 01118113 VAULT LID MARKED "CONTROL" WITH WELD EXPLOSION PROOF JUNCTION BEAD. BOX (TYPICAL). TO MOTOR CONTROL CENTER/RTU TO WETWELL GRS CONDUIT (TYPICAL). o :a ° SIZED PER PLAN. Q . c a 12" MAX, TYP. CONDUT TO PUMP SEAL (TYPICAL) 4 STARTER ..a 4: 4 ° v PUMP MOTOR CABLE, FLOAT SEAL (TYPICAL). CONDUIT (TYPICAL). a CONTRACTOR SHALL GROUT '_ ° ° CABLE, OR LEVEL TRANSMITTER FILL AROUND CONDUIT WITH ° :� aa. CABLE (TYPICAL) n .. v NON -SHRINK GROUT FOR WATER °: TIGHTNESS. 4 2" UNISTRUT (TYPICAL). o:a :o B :4 " as E06 o• v SET CABLE SLEEVE AT CONDUT TO PUMP STARTER 1/4"x4"x4" STEEL PLATE. WELD 4 a a... BOTTOM OF VAULT AND UNISTRUT TO PLATE AND MOUNT TO 4. v. SLOPE TOWARDS WET WALLS OF HANDHOLE USING (4) 3/8" WELL. EXPLOSION PROOF JUNCTION STAINLESS STEEL CONCRETE BOX WITH COVER. 0-Z/GEDNEY ANCHORS. GUJC-100 BOX OR EQUAL 4 �. oao. ..o..a. ...'. ... a..°a..- q.:....° o(TYPICAL). SECURE JUNCTIONa 4. a.. .:.... BOX TO UNISTRUT USING 1/4" STAINLESS STEEL BOLTS. I I I 0 0 I I I I 0 0 I I 0 0 I I I I I I I 0 0 i I I G1A55 I I I DN1510N I 0 0 I I I I 0 0 I I I I I I � I I I 0 0 I I 0 0 I I L--------L -------I 0 0 2" UNISTRUT. SECURE MIL UNISTRUT TO HANDHOLE o.F WAsh;�' WALLS. PLASTIC TUBE COUPLING. $1 SIZE AS NECESSARY. FLEXIBLE CORD CONNECTOR (TYPICAL) BUBBLER TUBE FOR BELLOWS 38613 JACKETED CABLE FOR LEVEL TRANSDUCER 4 ��GISTSV� 2" PVC CABLE SLEEVE SIOtvAL (TYPICAL) SIGNED: 01118113 TO WETWELL. (TYPICAL) WIRE NUT ENDS TOGETHER SEAL (TYPICAL) AND SEAL WATER TIGHT FOR TERMINATING CABLE GRS CONDUIT (TYPICAL). TO FIELD WIRE (TYPICAL). SIZE PER PLAN. BELL END OF CONDUIT (TYPICAL) CONDUT TO CONTROL PANEL COIL MINIMUM OF 5 FEET OF EXPLOSION PROOF JUNCTION BOX EXCESS CORD. WITH COVER (TYPICAL). SECURE TO UNISTRUT USING 1/4" STAINLESS STEEL BOLTS. 0-Z/GEDNEY GUJC-100 BOX OR EQUAL FOR LEVEL TRANSDUCER. ELECTRICAL HANDHOLE, UTILITY VAULT MODEL CONDUT TO CONTROL PANEL �- 233-LA OR EQUAL SPLICE HANDHOLE ELEVATION E MOTOR SPLICE HANDHOLE PLAN DETAIL 0-Z/GEDNEYGUJX-100BOX OR EE A EQUAL FOR FLOATS. E02 NOT TO SCALE NOT TO SCALE HUB FOR ADDITIONAL FLOATS. FLOATS NOT SHOWN FOR CLARITY. �Y O v� FLEXIBLE CORD CONNECTOR (TYPICAL) .JL 2" PVC CABLE SLEEVE (TYPICAL) TO WETWELL FOR LEVEL N r 0 TRANSDUCER B ~ E06 Z W z BELL END OF CONDUIT (TYPICAL) Lai r TO WETWELL U Un FOR FLOATS J Za - O Lu Q COIL MINIMUM OF 5 FEET OF �--� EXCESS CORD. Z W WIRE NUT ENDS TOGETHER AND O SEAL WATERTIGHT FOR cc J TERMINATING CABLE TO FIELD Q. Q WIRE (TYPICAL). O y V — SECURE 2" UNISTRUT TO HANDHOLE WALLS. ELECTRICAL HANDHOLE, UTILITY I'f - VAULT MODEL 233-LA OR EQUAL U. V J W CADWELD TYPE TA. FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE PLAN W CADWELD CABLE TO CADWELD TYPE RR. NOT TO SCALE Q W CABLE TEE CONNECTION. CADWELD END CABLE TO #6 COPPER CONDUCTOR UPPER REBAR CONNECTION. 0 REBAR J #6 COPPER CONDUCTOR CONCRETE COVER. GRADE . GROUND TEE DETAIL GROUND REBAR DETAIL ° NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING ENGINEERS NOT TO SCALE NOT TO SCALE CONCRETE GROUND ROD PROTECTOR 13" 95% PER ASTM D1557 OR AS TAPE CENTERED OVER RESTORE SURFACE TO EXISTING P c E N LANfT i sR s DEPTH X 12" HEIGHT WITH COVER. PIPE REQUIRED PER PLAN EACH CONDUIT IN TRENCH CONDITION OR BETTER PER PLANS INC. #12R-12A & 12R-12T, OR EQUAL. (TYP) RH2 ENGINEERING, INC. CADWELD TYPE XA. /�\ o o.:' o.:::o::. o.. 'o..' o.:' .o.: 'o.:': o.. \, http://www.rh2.com /\ o. Cif mailbox®rh2.com 1.800.720.8052 CADWELD TYPE GR CADWELD CABLE TO CABLE > ! o..'- °.. \\\ oLLI CD CROSS CONNECTION, �': ' .!+� BELLINGHAM 360.676.0836 CADWELD CABLE TO 5/8"x8' LONG COPPER GROUND ROD. " ". °'• �'•' \ Q 454 West Horton Road ' n Z?..'o.'.'-a.',-'a.-.'o.,'•°.--'-o.,'-°.'_'°.--'-o.---°., •o., BOTHELL 425.951.540C #6 COPPER CONDUCTOR GROUND ROD CONNECTION. ::' ::'�: •:.'_�-.: �:..: 00 22722 29th Drive SE, suite 210 8-0 �. ZQ0 o \ U EAST COVER OVER N 6n 3� l ; ' \ WENATCHEE 509.886.2900 5/8" X 8' COPPER GROUND HIGHEST CONDUIT IN - M 30o Simon street, Suite 5 RICHLAND 509.946.5181 ROD. #6 COPPER CONDUCTOR TRENCH SAND BEDDING MATERIAL PER — 114 Columbia Point Drive, Suite C (TYPICAL) j WSDOT SPECIFICATION 9-03.13 SILVERDALE 360.876.7960 MINIMUM DEPTH BELOW ELECTRICAL CONDUIT NUMBER AND 2021 NW Mhyre Rd, Suite 107 BOTTOM OF DEEPEST CONDUIT SIZE VARY AS PER SITE PLAN. MAINTAIN TACOMA 253.272.30S9 INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY 621 Pacific Avenue suite 104 GROUND TEE DETAIL GROUND CROSS DETAIL CONDUITS AND OTHER CONDUITS. SCALE: SHOWN NOT TO SCALE NOT TO SCALE TYPICAL ELECTRICAL TRENCH DETAIL K�K�� 6m� 0 1" 2" NOT TO SCALE DRAWING IS NOT TO SCALE GROUND ROD DETAIL IF BAR IS NOT 2" LONG NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL PLOT: 1 DWG N0. NOT TO SCALE BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. E06 GROUNDING CONNECTION DETAILS REVIEWED: ENGINEERCCA D:Ev�wEo: MLM NOT TO SCALE DATE: Jan 18, 2013 SHHLL- N_ CLIENT: REN • • JOB No.: 112-023 w20 FILENAME: LIND—D—E—DETAILSI.DWG 0 0 0 I I 0 I 0 0 I I I 0 I --- I I I I � I I I 0 0 I I G�f55; I DA.I5V0 0 0 I ,peen I I 0 0 I I I I I I I 0 0 I 0 0 0 0 20' 10' NOTE; 1. EXISTING UTILITY DEPTHS ARE NOT CONFIRMED AND ARE BASED ON BEST INFORMATION AVAILABLE DURING DESIGN. CONTRACTOR SHALL VERIFY DEPTH IN THE FIELD PRIOR TO INSTALLING FORCE MAIN. NOTIFY ENGINEER IF THERE IS DISCREPANCIES. 2. CONTRACTOR SHALL POT HOLE TO VERIFY DEPTH BEFORE STARTING CONSTRUCTION OF PROPOSED FORCEMAIN. EXISTING CURB EXISTING PARKING --- --- --- PROPOSED PVC FORCE PROPOSED VALVE VAULT MAIN PROFILE a PROVIDE APPROX. 8' OF 8 INCH C900 PVC PROPOSED WET WELL EXISTING ROADWAY EXISTING SIDEWALK EXISTING ROADWAY 0 � 0 O' OPWR —PWR O GAS 10 PWR rVIO ST WTR PET —� APPROX. 165OF 8 INCH 900 PVC _—__-1' MIN. CLEARANCE CONTINUOUSLY RISING SEE NOTE 2 SLOPE TOWARDS DISCHARGE SS 50' 100, FORCE MAIN PROFILE FROM VV TO DISCHARGE MH H: ' . 1" = 12' EXISTING SIDEWALK �.��... . EXISITING S MH 0 _ RE = 22.20' T GAS PWR Q IE OUT = 9.30' SW WTR PROPOSED SSMH2 PROPOSED SSMH1 DJUST TO FINAL ELEV. ADJUST TO FINAL ELEV. DURING PAVING DURING PAVING IEIN=6.39'E IEIN=6.71'NW IE OUT = 6.29' NW IE IN = 6.71' SE IEOUT =6.60'W --- - APPROX. 47' OF ISOLATION VALVE CORE DRILL EXISTING MANHOLE _ PROVIDE APPROX. 21' PROVIDE APPROX. 30' OF 12 INCH PVC OF 12 INCH PVC PROPOSED WET WELL 1 8' 100' 50' GRAVITY SEWER MAIN PROFILE FROM THE NORTH H: 1"=5',V:1"=2' 0 SSFM a 0 1' MIN. CLEARANCE SEE NOTE 2 PROPOSED SSMH 3 W1 INT RNAL DROP TRUCTURE RE = 2 ABOVE EXISTING GRADE IEI=11.08'W IEI=15.42' S EXISTING LANDSCAPING 0 I0 TV LOCATION OF EXISTING INER MAIN IS UNKNOWN 150' GRAVITY SEWER MAIN PROFILE FROM THE SOUTH H: 1"=5',V: 1 " = 2 20' 10' I 16727 �EC 18 TEg�'9 l �jONAL SIGNED: 01 /17/13 SIGNED: 01117113 �Y O �i Uj z ad Cn W Z W V — J Q — Za LL OLu WO X Z Z C) a Uu 0 oC Z CC � 0 — LL Q u' Q Ocr) p� � W Cn �� 0— U '� a > Uj Q ::b 0 Q C o a z J RH2 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.54W 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.666.2900 300 Simon Street, Suite 5 RICHLAND S09.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: DEB CO3 REVIEWED: MM DATE: Jan 18, 2013 SHEET N0. CLIENT: REN 0k2O JOB NO.: 112-023 FILENAME LIND—D—CIV03.DWG 3" WELDED SS GOOSENECK JOINTS IN FILTER FABRIC SHALL EXPANSION RESTRAINT BE SPLICED AT POSTS. USE x g 3" SS PIPE FLANGE DUMP STRAP (%" NYLON ROPE, 2" FLAT STAPLES, WIRE RINGS, OR 2"x2" BY 14 Ga. WIRE OR 2 EACH DUMP EQUIVALENTS TO ATTACH 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD WASHERS) 16727 STRAPS FABRIC TO POSTS, EQUIVALENT, IF STANDARD STRENGTH FABRIC USED h'EG I S TEgF'9 � GROUND 3'-0" STRENGTH FABRIC USED �`�s'10NAL ELEVATION 1 REBAR FOR BAG REMOVAL FROM INLET, TYPICAL BOTH SIDES _ _ FILTER FABRIC Z SIGNED. 01 /17/13 If DUMP STRAP \�\\i\ N MILL 24" MIN.//� ,,�/i' BAG DETAIL 2' x 2' x 0.5' THICK CONCRETE TRENCH11 PAD W/ WIRE MESH 38613 REINFORCEMENT ® BACKFILL TRENCH WITH NATIVE �EGI STOL 3 SILT SACK 6 MAX. SOIL OR 3/4" -1.5" WASHED04 SIONAL1 TRANSITION TO WELDED SS BEND POST SPACING MAY BE GRAVEL PVC BELOW INCREASED TO 8' IF WIRE MINIMUM 4"x4" WOOD POSTS, STEEL FENCE SIGNED. 01/17/13 GRADE 3" SS PIPE BACKING IS USED TRENCH POSTS, REBAR, OR INLET OR ° a. EQUIVALENT ° o a CATCH BASIN NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED Y O WET WELL PASSIVE VENT DETAILS °V ALONG CONTOUR WHENEVER POSSIBLE 605 a CONCRETE v NOT TO SCALE M01 a .o n a. DOME TOP SILT FENCE M 1/2:1 MIN. THRUST BLOCKING ° INSTALLATION DETAIL NOT TO SCALE 1:1 MAX. " SHEET PLASTIC • 203 6' x 4" 0 SCH. 40 STEEL PIPE W/ 1 v IT BARRIER ON STORM DRAIN SILT SCREEN DETAIL C01 CAP FILLED WITH CONCRETE. ALL BLOCKING NOT TO SCALE HOT DIP GALVANIZE AFTER UNDISTURBED SOIL FABRICATION, PAINT SAFETY 3' - 6" YELLOW. 90° BEND 450 BEND 221/2° BEND 1 PIPE HMA, 2/ COMPACTED DEPTH PG 64-22 Z GRAVEL TOP COURSE, 6" TRENCH TRENCH WIDTH EXISTING ASPHALT SAWCUT OR CORE DRILL LLI H = Dmin WIDTH PER WSDOT SS PAVEMENT 18" DIAMETER HOLE z Cn H <= L <= 2H \ COMPACTED DEPTH (MIN.) 2-09.4 LitJ 611 BEARING AREA = H X L NATIVE SUBGRADE, TRENCH Q ��/M/ �� BACKFILL OR STRUCTURAL c F ��'N�i�i BACKFILL. PROOF ROLL PRIOR TO PIPE ZONE 0 BEND 2 LAYERS OF MIRAFI 50OX GRAVEL PLACEMENT. GRAVEL BACKFILL 111/4 2'-6" MIN Q TEE CAP i FOR PIPE ZONE EMBEDMENT 1 � ASPHALT PAVEMENT SURFACE DETAIL 204 6" - �_� BEDDING PER BOLLARD FOOTING CAST � 1/2 CO2 WSDOT SS AGAINST UNDISTURBED �• 9-03.12(3) ° NATIVE SOIL H FOR PARKING AREA 1'-4"cc - \ NOT TO SCALE 207 LI. PIPE ZONE BEDDING C04 DIAM Q H NOT TO SCALE Dmin - BOLLARD DETAIL 208 �- CROSS W/ SMALLER CO2 SIZE OUTLET CROSS W/ BLIND NOT TO SCALE : Z FIGURE I FLANGE SURFACE FINISH PER PLAN PROVIDE 4" ASPHALT FOR LIND AVE. (2 LIFTS) AND C„� ►I Q 3" ASPHALT FOR THE PARKING AREA (1 LIFT) • CONSTRAINTS _Uj W 1. SOIL CONDITIONS AND BEARING CHARACTERISTICS ARE TEES PROVIDE 4" ASPHALT FOR LIND :� TO BE DETERMINED BY THE CITY. TEST DEAD 900 450 221/20 11 1/4° •'•`-'•'•••`•'•'•'•••'•' SURFACE FINISH PER PLAN AVE. (2 LIFTS) AND 3" ASPHALT Q SIZE PRESSURE ENDS BEND BEND BEND BEND ••`•••••••••••.•••+••••••• FOR THE PARKING AREA 1 LIFT)cn 2. THIS STANDARD DETAIL IS FOR HORIZONTAL THRUST 3 300 2.25 2.25 2.25 2.25 2.25\\\\\\\\\\\\\�\�\�� ( /\ \ \\ \ \ \ \ PROVIDE 6" OF CRUSHED SURFACING TOP PROVIDE 6" OF CSTC RESTRAINT ONLY. o - - - ° - - 4 300 2.25 2.25 2.25 2.25 2.25 // / / 6 300 2.83 4.00 2.25 2.25 2.25 \\ \\ . ... ,° .. ... - - - \/ /\\ COURSE COMPACTED TO FIRM AND •; ; - ;- •; COMPACTED TO FIRM AND f' 3. CONCRETE BLOCKING SHALL BE PER APWA SPECIFICATION UNYIELDING CONDITIONS.//�%/�ij�i/�/j�//�%/�/j�; UNYIELDING CONDITIONS. 7-11.3(13)1984. 8 300 5.00 7.11 3.85 2.25 2.25 ° ::: ° ° ° : I 4. CONCRETE THRUST BLOCKING FOR FITTINGS LARGER THAN 10 300 7.86 11.11 1 6.00 3.06 2.25 •°• °6'- °• ° - / / °• - •°- - •°-_• •°- - -°• - / / i CDF TRENCH DAM 16" SHALL BE AS SHOWN ON THE PROJECT PLANS. 12 300 11.31 16.00 8.66 4.41 2.25 - ° - TRENCHILIMITS .. ° 14 250 12.83 18.14 9.82 5.00 2.51 I °. °...° ° ° o .o- - -°- 5. MAINTAIN 18" MINIMUM GROUND COVER OVER THE TOP 16 225 15.08 21.33 11.54 5.88 2.96 • OF ALL CONCRETE BLOCKING. * 2.25 BASED ON GEOMETRIC FACTORS NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR . . . - ° SHALL BE RESPONSIBLE FOR TRENCH STABILITY TF�.....N... _ _ 6. WRAP FITTINGS WITH 8 mil THICK POLYETHYLENE ° ° o .. • o 0 0--. o .. E N G I N E E R S SHEETING PRIOR TO POURING CONCRETE. BEARING FACTOR I I AND SAFETY. PLANNERS VARIES ° ° ° ... ° . 3' MINIMUM -°.. °. .°....°... S C I E N T I S T S PROCEDURE TABLE 1 I o. . - . • _ . I .. o ... ° ... ° ... ° NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR IMF BACKFILL AND MECHANICALLY COMPACT SHALL BE RESPONSIBLE FOR TRENCH STABILITY 1. DETERMINE BEARING FACTOR IN TABLE 1 CORRESPONDING TO I ° ° ° ° o 0 0 - - o o . • • RH2 ENGINEERING, INC. APPROPRIATE PIPE SIZE AND TYPE OF FITTING. SOIL CONDITION MULTIPLICATION FACTOR (6 LIFTS) TRENCH BACKFILL TO 95 /o OF AND SAFETY. http://www.rh2.com o o- - o o o mailboxCn�rh2.com 1.800.720.8052 *MUCK, PEAT, etc. _ I ° ° _o_ I THE MODIFIED PROCTOR. ° °... . 2. MULTIPLY THE BEARING FACTOR DETERMINED IN TABLE 1 BY THE SOFT CLAY 3.0 . . . . . . . BELLINGHAM 360.676.0836 MULTIPLICATION FACTOR IN TABLE 2 FOR THE APPROPRIATE SAND 1.5 0 o - - - o .. o - - • o . o - o - BACKFILL AND MECHANICALLY COMPACT (6" LIFTS) 454 West Horton Road SOIL CLASSIFICATION. SAND AND GRAVEL 1.0 I V - TRACER / LOCATOR TAPE o - - - .°... o - TRENCH BACKFILL TO 95% OF THE MODIFIED PROCTOR. BOTHELL 425.951.5400 SAND AND GRAVEL CEMENTED W/ CLAY 0.75 18" 18" 22722 29th Drive SE, Suite 210 THE RESULT IS THE REQUIRED AREA OF CONCRETE IN ° ° ° ° o ° ° o ( HARD SHALE 0.30 I EAST SQ. FT.) WHICH MUST BEAR AGAINST UNDISTURBED SOIL. WENATCHEE 509.886.2900 * THRUST BLOCKING SHALL BE DESIGNED BY ENGINEER I TRACER I LOCATOR TAPE 300 Simon Street, Suite 5 3.RICHLAND Sos.94ss181 USING " TABLE 3 LOCATE THE MINIMUM DEPTH OF CONCRETE PIPE ZONE BEDDING AND BACKFILL (/� Dmin CORRESPONDING TO THE REQUIRED BEARING 18" I- 18114 Columbia Point Drive, suite C AREA. MULTIPLICATION FACTOR PER DETAIL 207 THIS SHEET I� PIPE ZONE BEDDING AND BACKFILL SANITARY SEWER FORCE MAIN SILVERDALE 360.876.7960 4. USING Dmin, THE HEIGH�ID LENGTH OF THE THRUST TABLE 2 SANITARY SEWER MAIN 7 C04 / PER DETAIL 207 THIS SHEET 2021 NW Mhyre Rd, suite 107 BLOCKING CAN BE DETERMI FROM THE DIMENSION EXCAVATE UNSUITABLE MATERIAL AND PROVIDE C04 TACOMA Suite 102.3059 RELATIONSHIPS ILLUSTRATED IN FIGURE 1 AND DESCRIBED REQ'D BEARING MINIMUM DEPTH �I 4 s21 Pacific Avenue suite 104 FOUNDATION MATERIAL CLASS A CONFORMING TO BELOW: AREA (SQ. FT.) DMIN 12" MAX. WSDOT SS 9-03.17 COMPACTED TO A UNIFORMLY 12" MAX. I EXCAVATE UNSUITABLE MATERIAL AND PROVIDE SCALE: SHOWN A. "H" EQUALS "D" 2.25 MIN.- 5.0 1.5' DENSE AND UNYIELDING FOUNDATION, WHEN FOUNDATION MATERIAL CLASS A CONFORMING TO N��M 6;;� B. MAX. "L" EQUALS 2 X "H" 5.01 -10.0 2.25' WSDOT SS 9-03.17 COMPACTED TO A UNIFORMLY C. MIN. "L" EQUALS "H" 10.01 -15.0 3.0' ' I 12" I UNSUITABLE MATERIAL IS ENCOUNTERED AND AS � 12" DENSE AND UNYIELDING FOUNDATION, WHEN 0 1" 2" DIRECTED BY THE ENGINEER DRAWING IS NOT TO SCALE 15.01 - 30.0 4.0' 1 - - - UNSUITABLE MATERIAL IS ENCOUNTERED AND AS IF BAR IS NOT 2" LONG 30.01 - 40.0 4.5' f DIRECTED BY THE ENGINEER 1 DWG NO. 40.01 - 50.0 5.0' PIPE ID + 30" PIPE ID + 30 PLOT: 50.01 - 70.0 6.0' WSDOT 2-09.4 KEY CDF TRENCH DAM INTO WSDOT 2-09.4 ENGINEER: DEB C04 HORIZONTAL THRUST BLOCK 202 BLOCKSHAPE 12" OF NATIVE REVIEWED:MM DATE: Jan 18, 2013 SHEET No. NOT TO SCALE CO2 TABLE 3 SEWER GRAVITY MAIN TRENCH DETAIL CO2 FORCE MAIN TRENCH DETAIL co$ CLIENT: REN 06 NOT TO SCALE NOT TO SCALE JOB NO.: 112-023 e�20 FILENAME: LIND-D-DET.DWG 306 CONCRETE SPREAD FOOTING, SO 30 S02 THE 30CONCRETE S02 ENTRANCE LANDING CMU OF RS EX16 I ING GURU BROKEN FACE EXTERIOR CMU WALL, TYP 402 SO LOUVER 1'-411 2'-0" 6" CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. TYP BELOW ALL SLABS AND FOOTINGS. %_\ FLOOR PLAN Sol y" z PRESSURE TREATED FRAMING BETWEEN CMU AND A/C UNIT, TYP VENTILATOR #5 @ 12" O.C. EW, CENTEREDIN SLAB, TYP 6° / %" PJ F, TYP P OOF O�LL Atl E MATERIAL PRIOR TO STRUCTURAL FILL PLACEMENT, TYP 8'-0" STRUCTURAL FILL COMPACTED - TO 95% MAX DRY DENSITY PER MODIFIED PROCTOR. SECTION Sol y" = 1'—p„ 2 CMU CORNER 40 RST, TYP S02 %" ANCHORS @ 32" O.C. FOR SILL PLATE ATTACHMENT 2" THICK EXTRUDED POLYSTRENE INSULATION. FULL PERIMETER. TOP SHALL BE AT 3" BELOW FINISH GRADE, TYP. SPREAD FOOTING 306 SO TRUSS NOTES: PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES AND OTHER FRAMING SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH ANSI/TPI 1-1995 FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS DEFLECTION OF 1". LOADING SHALL BE AS FOLLOWS: ROOF DEAD LOAD: TOTAL DEAD LOAD = 12 PSF, INCLUDES: ROOFING: 1.5 PSF SHEATHING: 2.0 PSF TRUSSES: 2.0 PSF ASSUMED INSULATION: 0.5 PSF (1) LAYER OF)/2 INCH PLYWOOD: 3.0 PSF MISCELLANEOUS MECHANICAL: 3.0 PSF. SNOW LOADS = 25 PSF NOTE: 1) SEE ELECTRICAL PLANS FOR UNDER/IN SLAB CONDUIT. 2) GROUT CMU CELLS WHERE PANELS ARE ATTACHED. SEE ELECTRICAL PLANS FOR LOCATIONS. ALUMINUM GUTTER, TYP ALL AROUND ROUTE DOWNSPOUT BACK TO BUILDING. PROVIDE CONCRETE SPLASHBLOCK AT BASE, TYP FULL DEPTH VENTED EAVE BLOCKING, TYP 1%2" THICK CDX OR BETTER APA RATED PLYWOOD WITH 8d NAILING @ 6" O.C. OVER WALLS AND AT PANEL EDGES, 12" O.C. FIELD 30 LB ROOFING FELT OVER PLYWOOD DECKING METAL ROOFING SYSTEM AND FLASHING 501 SO TRUSSES @ 2'-0" O.C. STEP TRUSSES AS NECESSARY \ 4V:12H 4V 2H / 4V:12H _ I \ / 1211 \ \ \ 12 Z p SIMPSON A34 @ 24" O.C. (ING TO TOP PLATE, TYP. SIMPSON L50 @ 24" O.C. TRUSS TO TOP PLATE, TYP EA END TRUSS. ROOF PLAN Y" OVERHANG TYP _ 2x HIP RAFTER,TYP 2x HIP JACK @ 24" O.C. RIDGE VENT AT PEAK AND _ HIPS TO PROVIDE MIN 10 SQ. IN. OF NET FREE VENTILATED AREA PER LINEAR FT. GS02 SIMPSON H4 @ 24" O.C. TRUSS TO TOP PLATE, TYP EA END TRUSS. DOOR AND FRAME SCHEDULE Door Frame No. Size Material Size Material Exit DeviceRe Required q Width Height Width Height D01 5'-0" 7'-2" HM 514" 7'-4" HM YES VENTILATOR SCHEDULE NO. FLOW FLOWRATE BACKDRAFT DAMPER MANUFACTURER MODEL ACCESSORIES EF-1 EXHAUST 410 SCFM YES ACME ENGINEERING FQ098 BACK GUARD LOUVER AND DAMPER SCHEDULE N0. FLOW FLOW RATE (SCFM) MANUFACTURER DAMPER, LOUVER DIMENSIONS ACCESSORIES* NOTES LA-1 INTAKE 410 POTTORFF CD42, EFD-445 16 X 16"MOUNTING SLEEVE, MOTORIZED ACTUATOR DAMPER TO OPEN ON EF-1 STARTUP LA-2 EXHAUST 410 POTTORFF CD42, EFD-445 16" X 16" MOUNTING SLEEVE GRAVITY DAMPER * MOUNTING SLEEVES DEPTH SHOULD BE 18" MAX. 16727 SEC! STEg� _� r`SIONAi, �s SIGNED. 01118113 SIGNED. 01118113 ENGINE RI-12 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720,8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509,946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. Sol ENGINEER: DEB REVIEWED: MM DATE: Jan 18, 2013 SHEET No. 0 1 20 CLIENT: REN JOB NO.: 112-023 FILENAME. LIND—D—S02.DWG CMU ANCHORS SHALL BE HILTI HY-150 ADHESIVE ANCHORS FOR USE IN GROUTED CMU CELLS OR HILTI HIT-HY 20 HYBRID ADHESIVE ANCHORS FOR USE IN UNGROUTED CMU CELLS. WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. WHERE SIZE IS NOT CALLED OUT, ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS.IF THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. HILTI HY-150 - 316 STAINLESS STEEL THREADED ROD DIAMETER OF ROD (INCHES) 3/8 1/2 5/8 MINIMUM EMBEDMENT DEPTH (INCHES) 31/2 41/4 5 MINIMUM CONCRETE THICKNESS (INCHES) 51/4 6 3/8 71/2 MINIMUM EDGE DISTANCE (INCHES) 51/4 61/2 71/2 MINIMUM ANCHOR SPACING (INCHES) 7 81/2 10 ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 2,540 3,690 4,920 ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 1,875 3,335 5,060 HILTI HY 20 - STAINLESS STEEL THREADED ROD DIAMETER OF ROD (INCHES) 1/4" 5/16" 318" 1/2" MINIMUM EDGE DISTANCE (INCHES) 12" 1211 1211 1211 MINIMUM ANCHOR SPACING (INCHES) (1) ANCHOR PER BLOCK CELL ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 255 370 525 525 ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 340 505 790 1,230 FORCES ARE DETERMINED BY THE FOLLOWING FORMULA: (Ps / Pt ) + (Vs/ Vt) = 1 WHERE: P s = Applied Service Tension Load P = Allowable Service Tension Load ALLOWABLE LOADS FOR ANCHORS VS =Applied Service Shear Load SUBJECTED TO COMBINED SHEAR AND V t -Allowable Service Shear Load TENSION CMU ANCHOR 6 01 NOTE: SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATION AND DIMENSIONS. CAST -IN -PLACE CONCRETE, ROUGHEN FLOOR 3" MIN. BEYOND UNDER PAD PRIOR TO POURING PAD. PROVIDE EQUIPMENT BOLTS, TYP. 44 W1.4xW1.4 WWM AT TOP FACE WITH 12" #4 DOWELS, EACH CLEAR COVER CORNER AND 18" O.C., 3" EMBEDMENT INTO FLOOR CAST -IN -PLACE CONCRETE FLOOR, REINF. PER PLAN s EQUIPMENT PAD 30 %" CHAMFER, ALL OUTER EDGES 4" UNLESS OTHERWISE NOTED CONT. CORNER BARS TYPICAL BAR DETAILING AT FOOTING CORNER CMU DOWELS TO MATCH WALL VERTS. EXTEND 2'-0" INTO CMU WALL CMU WALL #5 @ 12" O.C., MIN. 2 2" PJF, TYP. LINO FLOOR SLAB , FOOTING INSULATION : p► • • 611 ° D #5 DOWELS @ 12" O.C., '. ALTERNATE HOOKS 24" .. (3) #5 811 e. P p . b TYPICAL FOOTING SPREAD FOOTING sob DOOR 2" PJF EXTERIOR SLAB EXTEND CONCRETE FLOOR ACROSS THRESHOLD HOLD FOOTING DOWN 2 LAYERS OF 30# BUILDING PAPER .e • SPREAD FOOTING DOOR THRESHOLD #3 @ 12" O.C., EACH WAY, CENTER OF SLAB. CAST -IN -PLACE CONCRETE LANDING. SLOPE AWAY 3/" PJF FROM DOOR AT 2% MIN. 1 PROPOSED ' •:; 411 % GRADE 3'-8" CONCRETE FLOOR NOTE: ENTRANCE LANDING, WIDTH EQUAL TO DOOR WIDTH PLUS 3" EACH SIDE, OR AS NOTED. TYPICAL ENTRANCE LANDING DETAIL 308 NOT TO SCALE S01 (2) #5 MIN IN GROUTED CELLS, TYP. (1) #5 EACH SIDE OF OPENING, FULL HEIGHT, TYP. 1 IAITCI 01 nOV TVpirei MAII r)p;:N1Nr-. 10.00, _ TOP OF WALL �:• D INTERIOR FACE OF ALL CMU BLOCKS TO BE SMOOTH FACE #5 VERTICAL RST @ 32" O.C. MAX. TIE RST TO DOWELS IN FLOOR, FILL ALL REINFORCED CELLS WITH GROUT. DO NOT GROUT UNREINFORCED CELLS. 0.00, BOND BEAM CONCRETE FLOOR FLASHING WITH DRIP EDGE DOUBLE 2x8 PRESSURE TREATED HEADER, CONTINUOUS WITH %" O J-BOLTS AT 32" O.C. IN GROUTED VERTICAL CELLS, BOLT LENGTH AS NECESSARY FOR 6" EMBEDMENT. BOND BEAM, TOP COURSE 8"x8"x16" SPLIT -FACE CMU BLOCK, PROM WEATHERPROOF AND ANTI -GRAFFITI COATING ON EXTERIOR. PROVIDE SM00 FACE BLOCKS WHERE LIGHTS AND EQUIPMENT ARE PROPOSED ON WALLS CMU WALL INSULATION. ALL WALL CMU BLOCK TO BE GROUTED SOLID AS SPECIFIED. BOND BEAM WITH #5 CONTINUOUS, LAP JOINTS 24" MINIMUM (TYPICAL) #5 DOWELS AT 32" O.C., TYPICAL, TO MATCH LOCATIONS OF VERTICALLY REINFORCED CELLS OF CMU WALL ABOVE. CONCRETE STEM WALL CMU WALL 402 NOT TO SCALE S01 ROOFING PLYWOOD ROOF DECK ANCHOR TRUSS TO 1" AIR _ TOP PLATE PER PLAN GAP, MIN. FULL DEPTH VENTED EAVE BLOCKING 1 "x6" CEDAR FASCIA TRUSS OVER NAILER PRESSURE TREATED SOFFIT 2"x4" NAILER WITH VENT 1"x2" CEDAR TRIM 1"x4" CEDAR TRIM, CONTINUOUS, TYP. CONTINUOUS, TYP. ATTACH TRUSS TO SILL PLATE WITH SIMPSON HOLD DOWN ANCHOR PER PLAN 12 4� +}r, t-Z 0111 n r VCDT CMU WALL INTERSECTION / CORNER VENTILATION BAFFLE, INSTALL TO KEEP INSULATION AWAY FROM EAVE VENTS R-30 KRAFT PAPER FACED BATT INSULATION ON ALL CEILING SURFACES, INSTALL WITH KRAFT FACED SIDE OF INSULATION FACING INTERIOR OF BUILDING. FINISH CEILING WITH ONE LAYER OF %" GYPSUM WALLBOARD, FINISH SMOOTH AND PAINT WHITE. CONTINUOUS TRIM CMU WALL/TRUSS CONNECTIONS 501 S01 RIDGE VENT, PROVIDE END CAPS PER MANUFACTURER'S SPECIFICATIONS 3" MIN ROOFTRUSS a 2X FLAT J PLYWOOD J BLOCKING, TYP DECKING RIDGE VENT DETAIL 502 NOT TO SCALE S01 AA 16727 �ECISTV"%so NSIONAL � SIGNED: 01118113 SIGNED: 01118113 IV IV ENGINEERS I RH2 ENGINEERING, INC. http://www.rh2.com mailbox©rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: DEB S02 REVIEWED: MM DATE: Jan 18, 2013 SHEET NO. CLIENT: REN 08 JOB NO.: 112-023 20 FILENAME: LIND-D-SQ2,DWG FORCEMAIN PIPE PRECAST CONCRETE VALVE VAULT A S01 FINISH GRADE TO MATCH EXISTING DBI SALA DAVIT SLEEVE EMBEDDED INTO TOP OF WET WELL 18'-0" (- 0 8'-0" T-3" O i n 4'-10" �i 1'-3" 5" ALUMINUM ACCESS LADDER W/ LADDER UP SYSTEM, SEE DETAIL 505 TYP. CO5 SEE DWG NO. C05 FOR ACCESS HATCH SAFETY CHAIN DETAIL, TYP. ALL HATCHES 10 ROLLED ASPHALT CURB 8'-0" x W-0" x 8'-0" PRECAST CONCRETE VAULT, EQUAL TO GRANITE PRECAST 8x18 METER VAULT OR APPROVED EQUAL. CONCRETE VAULT BASE V3 ACCESS HATCH APPROXIMATE STATIC WATER LEVEL DBI SALA DAVIT SLEEVE, WALL MOUNTED TO SIDE OF VALVE VAULT, (TYP. OF 2) .I k . . . • .� ..•. C ODOi►Di`.�i`. • • • � .............. �� III' C i.♦ ►.... ►..♦ ►.♦ �Ir i ♦.�....♦ ♦. ♦01 ...,♦ i.. ►... ♦ ♦ ♦ ►... i ♦.�.....�► •i �..►� i w-Mr-10- •i ...i ' i�i�i�i�i�i'i'. AV&wA w w LIFT STATION STRUCTURAL PLAN ZONE 1 - ASPHALT OVERLYING GRANULAR FILL ZONE 2 - SILTY SAND WITH GRAVEL 14.60' JAN. 2013 12.60' SEPT. 2012 8 = 1'-0" ACCESS HATCH V2 SEE PLAN COAT EXTERIOR OF STRUCTURES PER SPECIFICATIONS Z:-- VAULT FLOOR FOR PIPE PENETRATIONS 12.51' SEE DETAIL (6%02 TYP. 6" THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF VAULT. OVER -EXCAVATION FOR VALVE VAULT OF UNSUITABLE MATERIAL TO A DEPTH OF 16' INTO MODERATELY DENSE NATIVE SAND (ZONE 4) IS ANTICIPATED. BACKFILL WITH STRUCTURAL FILL, MAXIMUM 12" LIFTS, COMPACTED TO 95% MAXIMUM DRY DENSITY. 14'-0" 0 x V-0" H WETWELL BASE 01 LIFT STATION STRUCTURAL ELEVATION V-0" 8 14'-0" DIAMETER WETWELL BASE WET WELL Ii 3/8" SS CAST IN PLACE J-BOLTS FOR SECURING HATCH FRAME. DRILL 1/2" HOLES IN FRAME TO RECEIVE BOLTS. TYP OF 8. A S01 10'-0" INSIDE DIAMETER CONCRETE WETWELL 12'-0" OUTSIDE DIAMETER PRECAST CONCRETE WET WELL TOP (NOT SHOWN FOR CLARITY) INFLUENT PIPE ACCESS HATCH Wl INFLUENT PIPE IE SEE DWG NO. M01 WET WELL FLOOR ACCESS HATCH SCHEDULE NO. CLEAR OPENING NO.OF LEAVES RATING MOUNTING* SAFETY CHAIN** GASKET W1 66"x84" 2 H-20 BOLTS YES ODOR TIGHT V2 48"60" 2 H-20 ANCHOR YES STANDARD V3 48"x60" 2 H-20 ANCHOR YES STANDARD ACCESS HATCH NOTES: * ACCESS HATCH OVER WET WELL SHALL BE MOUNTED USING STAINLESS STEEL BOLTS AS SHOWN ON THIS PLAN. OTHER ACCESS HATCH SHALL BE MOUNTED USING THE STANDARD FRAME ANCHORS THAT COME WITH THE HATCH. ** SAFETY CHAINS SHALL BE PROVIDED ON ACCESS HATCHES AS SHOWN IN DETAIL 504 C05 RETRACTABLE ACCESS LADDER NOTES: • 14" WIDE FRP RETRACTABLE LADDER TO LOWER LEVEL - LENGTH AS REQUIRED FROM DECK TO FILLET LEVEL. • 2" x%" SQ FRP TUBING SIDE RAILS AND 1 %" FRP TUBING RUNGS. • PROVIDE POSITIVE SS LATCH IN UP POSITION. ATTACH WITH %" DIAMETER SS ANCHORS. • FILLET SHALL HAVE LEVEL AREA AT BASE OF LADDER TO ACCOMMODATE MAINTENANCE WORKER ACCESS TO LOWER WETWELL FLOOR. DAVIT SLEEVE NOTES: 1. PROVIDE CAP FOR EACH DAVIT SLEEVE. 2. CONFIRM FINAL LOCATION OF ALL DAVIT SLEEVES WITH CITY BEFORE INSTALLING. 2" OF ASPHALT PAVEMENT EXISTING IVY COVERED BERM TO BE RESTORED TO EXISTING OR BETTER CONDITION 6" OF CRUSHED SURFACING TOP COURSE STRUCTURAL BACKFILL, 12" MAX LIFTS, COMPACTED TO 90% MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D 1557), TYP. 10'-0" INSIDE DIAMETER PRECAST WET WELL a" SS EYE BOLTS AND HILTI "HIT 100" DRILL AND EPDXY ANCHOR SYSTEM INTO WET WELL WALL. MINIMUM EMBEDMENT 6" (TYP.) STRUCTURAL BACKFILL, 12" MAX LIFTS, COMPACTED TO 95% MAXIMUM DRY DENSITY WITHIN 2' VERTICALLY AND HORIZONTALLY OF FOUNDATION ELEMENTS. 6" THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF WETWELL. 2" SS BOLT AND NUT i�wa► ATTACH WITH 5/8" SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER. 6" EMBEDMENT TYP. OF ALL BEAM / WALL CONNECTIONS rvTnr�i `512" x 12" x%" SS BENT PLATE 11" x 11" x%" ANCHOR SECTION 506 GRATING SUPPORT DETAIL NOT TO SCALE ATTACH RAILING WITH SUPPORT PLATES AND %" ANCHOR BOLTS. DRILL AND EPDXY ANCHOR EQUAL TO HILTI "HIT C100", EMBED 4" MIN. NOTCH WALL AS NECESSARY TO PROVIDE FLAT MOUNTING SURFACE. ALL SS HARDWARE. eD . 1 %" FRP HANDRAIL • %" SS CLEVIS GRAB HOOK WITH SAFETY LATCH (TYP.) %" SS CHAIN RETRACTABLE FRP LADDER INTERMEDIATE POST, ANCHOR TO LANDING WITH POST STAND r e ' o ►. FRP ACCESS ftv LADDER a. I eT � RAILING DETAIL S01 " k6727 GNAL SIGNED. 01 /17/13 SIGNED. 01/17/13 F► Z a J W a C) J g a VU D Illoo— cc Z Z V W O cc ft-ft X LA.Q Illogogg O � y Z U. O V J �- W Q cn Z Waft LL J J RH2 ENGINEERING, INC. http://www.rh2.com moilbox0rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road 1'-011 B2O H L9th Drive SE, 5.9Suit0 425.951.5400 1'-011 EAST WENATCHEE 509.886.z5oo 300 Simon Street, Suite 5 RICHLAND 509.946.5181 1'-6" 9.59 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG No ENGINEER: DEB S03 REVIEWED: MM DATE: Jan 18, 2013 SHEET No. CLIENT: REN 09 Jog No 112-023 20 FILENAME: LIND-D-S0I.DWG 8" DI ECCENTRIC PLUG VALVE (FLxFL), U// OPERATION NUT EXTENSION AND VALVE BOX, SEE DETAIL 60 C05 8" DI PIPE (FLxFL) APPROX. 4'-0" LENGTH 8"x6" DI TEE (FLxFLxFL) 8" DI ECCENTRIC PLUG VALVE W/% TURN OPERATION NUT (FLxFL) 8" DI PIPE (FLxFL) — APPROX. V-0" LENGTH A M01 TAP ASSEMBLY FOR POLY -PIGGING PORT, SEE DETAIL 608 THIS SHEET M01 PER PLAN ECCENTRIC PLUG VALVE %" ANCHOR BOLT, DRILL AND EPDXY INTO WET WELL LID %" ANGLE, TYP. OF 2 8"4"x%" SS PLATE 6" DI PIPE(FLxFL)6" DI ECCENTRIC PLUG VALVE (FLxFL), W/ APPROX. 2'-9" LENGTH %TURN OPERATION NUT, TYP. OF 2. PROVIDE ONE OPERATION NUT HANDLE. LOCATION OF PIPE PRESSURE GAUGE, TYP. OF 4, SUPPORT, SEE DETAIL 604 SEE DETAIL 601 CO5 CO5 6" DI FCA, TYP. OF 3 6" DI SWING CHECK VALVE (FLxFL), TYP. OF 2 6" DI PIPE (FLxFL) APPROX. T-11" 6" DI FLOW METER (FLxFL) o ❑0 - O❑ 6" DI SPOOL (FLxPE) T-1 APPROX. 2'-0" LENGTH SHACKLE ROD, TYP. OF 3 LOCATIONS 6" DI WYE (FLxFLxFL) O 6" DI PIPE (FLxFL) APPROX, 3'-4" LENGTH 6" DI 45' BEND (FLxFL) 01 6" DI PIPE (FLxFL) 6" DI SPOOL (FLxPE) APPROX. 12" DEEP SUMP -/ APPROX. 1'-3" LENGTH V-1" LENGTH, TYP. OF 2 AND SUMP PUMP 2'-3" 3'-6" 6" DI SPOOL (PExFL) APPROX. 4'-9" LENGTH, TYP. OF 2 PROPOSED LIFT STATION MECHANICAL PLAN Y` = 1'-0» SUMP PUMP DISCHARGE PIPE, PROVIDE ISOLATION AND CHECK VALVES NEAR SUMP PUMP CHECK VALVE FLOW METER ECCENTRIC PLUG VALVE r' PRESSURE GAUGE, TYP. e • ► 12.51' i �p - ♦ p ♦ •, i SLOPE FLOORS AT 2% TOWARDS SUMP WET WELL LID SECTION SHACKLE RODS, TYP. OF 3 LOCATIONS, SEE 603 FOR DETAILS C05 PIPE SUPPORT, TYP. WET WELL LID PUMP RAIL CONNECTION BRACKET BOLT AND NUT, TYP. OF 4 MP RAIL PUMP RAIL CONNECTION DETAIL 4 SUMP AND SUMP PUMP 6" DI SPOOL (FLxPE) APPROX. 11'4' LENGTH, TYP. OF 2 SUBMERSIBLE PUMP 6"x4" DI REDUCER (FLxFL) A MECHANICAL ELEVATION M01 Y' = 1'-0„ 6" DI COUPLING (RJxRJ), TYP. OF 2 SUBMERSIBLE PUMP, TYP. 7— U„ 1'-9" TYP.' 3" PVC WET WELL PASSIVE VENT, APPROX. 12'-0" 1'-2" LENGTH, SEE DETAIL 605 C04 1'-0" TYP. 6" DI SPOOL (PExPE) APPROX. 4'-8" LENGTH, TYP. OF 2 12" PVC GRAVITY INFLUENT PIPE, SEE PLAN FOR DETAILS D• D WET WELL PASSIVE VENT -- PUMP RAIL SEE DETAIL THIS SHEET D' 18.00' 1 2% 6" DI 90° BEND (VICxVIC), TYP. OF 2 APPROX. LOCATION -- OF RETRACTABLE _ LADDER LATCH i r PLATFORM P RAILING ACCESS LADDER, TYP. , , i GRATING PLATFORM D ► D 9.59' D D► • D.. GRAVITY R 12" PVC TEE INFLUENT PIPE ..' (GxGxG) • b, INFLUENT PIPE �..' 5.40' ; ► 12" PVC PIPE, APPROX. 2 0 LENGTH, CUT END • AS SHOWN. ♦ D. , p '• L-C VAILE•' D : GROUT FILL, �- SLOPE AT 1H:1V TYP. aw p MECHANICAL NOTES: 1. ALL CHECK VALVES, PLUG VALVES, AND GATE VALVES SHALL BE FUSION -BONDED EPDXY COATED INSIDE AND OUT. SEE SPECIFICATIONS. 2. PIPING IN WET WELL AND VALVE VAULT SHALL BE PAINTED PER SPECIFICATIONS. ACCESS HATCH BLIND FLANGE PASS THREADED TAP 2" BRASS BALL VALVE ASS NIPPLE AS TIRED, TYP. OF 2 TAP ASSEMBLY DETAIL 608 M01 NOT TO SCALE GRATING PLATFORM RETRACTABLE LADDER SUBMERSIBLE PUMP MECHANICAL OBLIQUE NOT TO SCALE FORCEMAIN PIPE SUPPORT PLUG VALVE IgTEg�� WAi. � SIGNED: 01118113 SIGNED: 01118113 �Y O Ai IV IV CHECK VALVE LE PLANNER S SCIENTISTS RH2 ENGINEERING, INC. http://www.rh2.com mailbox®rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: DEB M01 REVIEWED: MM SHEET No. DATE: Jan 18, 20131 O CLIENT: REN 7-7 JOB NO.: 112-023 20 FILENAME:I INII—n—tulnl nwr- LIGHTING FIXTURE SCHEDULE MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. QTY.CATALOG NO. Al FLUORESCENT, LIGHT FIXTURE, 120 - GH-IMPACT ACRYLIC LENS, MOLDED 32WTB FIBERGLASS REINFORCED POLYESTER HOUSING, (2)-32W LAMPS, ENERGY SAVING BALLAST, LITHONIA DM 2 32 ARDP 120 2 32 WATT MOUNT TO CEILING U.L. LISTED FOR DAMP LOCATIONS A2 FLUORESCENT OUTDOOR AREA LIGHT - (2)-42W FLUORESCENT LAMPS, 120 VAC BALLAST, 9"H, 42 TRT 13"W, 7 3/8"D, DIE-CAST ALUMINUM HOUSING, MOUNT TOP OF FIXTURE 9' ABOVE FINISHED GRADE, LITHONIA TWR1 2/42TRT MVOLT PE LPI 2 42 WATT PHOTOCELL INCLUDED, U.L. LISTED FOR WET LOCATIONS. A3 HIGH PRESSURE SODIUM OUTDOOR AREA LIGHT, 120 VAC, (1) - 10OW HPS LAMP, SEE MOUNTING TFL 100S RA2 120 SCWA FCRA HPS DETAILS ON DWG NO. E07. U.L. LISTED FOR WET LOCATIONS. LITHONIA LPI 1 100 WATT * NUMBER OF LAMPS PER FIXTURE ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. O SERVICE ENTRANCE DISCONNECT SWITCH - NEMA 4, HEAVY HDL 26100C WITH DUTY SERVICE RATED, 100% RATED CIRCUIT BREAKER, SQUARE D ENCLOSURE OR EQUAL 100-AMP, 600VOLT, 18,000 AMP INTERRUPTING RATING. © AUTOMATIC TRANSFER SWITCH - NEMA 1, 600V, 100-AMP. SEE SPECIFICATIONS SEE SPECIFICATIONS MOUNT TOP OF PANEL 6'- 0" FROM FINISHED GRADE. © GENERATOR RECEPTACLE - 100A, 480 VOLT, 4-POLE, 3-WIRE, APPLETON 1 34 W THREADED CAP, WEATHER PROOF. MODEL AJA100 ANGEL ADAPTER OR EQUAL pO MANUAL TRANSFER SWITCH - NEMA 1, DOUBLE THROW, MODEL DTU363 OR NON -FUSED SAFETY SWITCH, 600V, 100-AMP. SQUARED EQUAL 0 FLOAT SWITCH - SEE DETAIL ON DWG NO. E07 SEE SPECIFICATIONS SEE SPECIFICATIONS 0 LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS © CHECK VALVE LIMIT SWITCHES - CONTRACTOR SHALL SELECT SQUARE D HEAVY DUTY TYPE C, ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING CLASS 9007 OR EQUAL CONFIGURATION. SEE DETAIL ON DWG NO. E07. HO TRANSIENT VOLTAGE SURGE SUPPRESSOR, "SPD" SEE SPECIFICATIONS SEE SPECIFICATIONS VAULT FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 OMEGA MODEL LVN-20 OR VA. SEE DWG NO. E07 FOR DETAIL. EQUAL © COOLING THERMOSTAT - SPDT, 5°F DIFFERENTIAL. RANGE T631C1103 OR -300-100°F, SET AT 75°F. MOUNT 4'-0" ABOVE FINISHED FLOOR HONEYWELL EQUAL O INTRUSION ALARM SWITCH - CONTRACTOR SHALL SELECT HEAVY DUTY TYPE C, ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARE D CLASS 9007 OR CONFIGURATION. WIRE SWITCHES IN SERIES. EQUAL NO ELECTRICAL SPACE HEATER - 240 VAC, 1�, 3KW, WITH 24 MUH03-21 OR VOLT CONTROL TRANSFORMER. MOUNT BOTTOM OF OMARK EQUAL HEATER 6'- 6" ABOVE FINISHED FLOOR. © HEATING THERMOSTAT - DPST, 3°F DIFFERENTIAL. RANGE T498B1512 OR 400-800F, SET AT 60°F. MOUNT 4'-0" ABOVE FINISHED FLOOR HONEYWELL EQUAL O KEYSWITCH - WEATHERPROOF ENCLOSURE, MOUNT 4' ABOVE 1W7-62-626 FINISHED GRADE CONTRACTOR SHALL COORDINATE WITH BEST NO SUBSTITUTE BEST ACCESS COMPANY (KENT, WA) TO PROVIDE CORE TO MEET CITY OF RENTON STANDARDS. FLOWMETER - WITH REMOTE TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS GROUNDING PER PAD -MOUNT TRANSFORMER DETAIL THIS BY UTILITY SHEET. 4 UNDERGROUND PRIMARY SERVICE PER SERVING UTILITY REQUIREMENTS. I UTILITY POWER 12470 - 480/277 - VOLT. 30 CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS P1 UTILITY TRANSFORMER SERVICE ENTRANCE DISCONNECT 1 1/2" (3) - #3, (1) - #3 N P2 MAIN DISCONNECT UTILITY METER 1 1/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P3 UTILITY METER AUTOMATIC TRANSFER SWITCH, "ATS" 1 1/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P4 ENGINE GENERATOR SET MANUAL TRANSFER SWITCH, "MTS" 1 1/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P5 GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH, "MTS" 1 1 /2" (3) - #3, (1) - #3 N, (1) - #8 GRD P6 MANUAL TRANSFER SWITCH, "MTS" AUTOMATIC TRANSFER SWITCH, "ATS" 1 1/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P7 AUTOMATIC TRANSFER SWITCH, "ATS" MOTOR CONTROL CENTER, "MCC" 1 1/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P8 MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE P9 MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE P10 MOTOR SPLICE HANDHOLE PUMP NO. 1, P-1 2" PUMP MOTOR CABLES P11 MOTOR SPLICE HANDHOLE PUMP NO. 2, P-2 2" PUMP MOTOR CABLES P12 TELEMETRY PANEL, "RTU" LIGHTING PANEL, "L" 3/4" (2) - #12, (1) - #12 GRD P13 NOT USED THIS PLAN P14 LIGHTING PANEL, "L" ENGINE GENERATOR BLOCK HEATER 3/4" (2) - #12, (1) - #12 GRD P15 LIGHTING PANEL, "L" DEDICATED SUMP PUMP RECEPTACLE 3/4" (2) - #12, (1) - #12 GRD P16 LIGHTING PANEL, "L" OUTDOOR RECEPTACLE 3/4" (2) - #12, (1) - #12 GRD P17 LIGHTING PANEL, "L" SITE LIGHT 3/4" (2) - #10, (1) - #10 GRD P18 LIGHTING PANEL, "L" ENGINE GENERATOR BATTERY CHARGER 3/4" (2) - #12, (1) - #12 GRD P19 LIGHTING PANEL, "L" BUILDING HEATER 3/4" (2) - #10, (1) - #10 GRD C1 WETWELL FLOATS FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 2" MANUFACTURER FLOAT CABLES C2 VALVE LIMIT SWITCHES VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD C3 VALVE VAULT FLOOD SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD C4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, "RTU" 1" (6) - #14, (1) - #14 GRD C5 BUILDING INTRUSION ALARM SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #14, (1) - #14 GRD C6 NOT USED THIS PLAN C7 AUTOMATIC TRANSFER SWITCH, "ATS" ENGINE GENERATOR SET 3/4" (2) - #14, (1) - #14 GRD C8 TELEMETRY PANEL, "RTU" ENGINE GENERATOR SET 3/4" (10) - #14, (1) - #14 GRD C9 VALVE VAULT JUNCTION BOX TELEMETRY PANEL, "RTU" 3/4" (8) - #14, (1) - #14 GRD C10 TELEMETRY PANEL, "RTU" MOTOR CONTROL CENTER, "MCC" 1 1/4" (30) - #14, (1) - #14 GRD C11 INTRUSION DISABLE SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #14, (1) - #14 GRD C12 VALVE VAULT INTRUSION SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD C13 BUILDING DOOR INTRUSION SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #14, (1) - #14 GRD J1 TELEMETRY PANEL, "RTU" FLOW METER 1 1/2" MANUFACTURER'S CABLES J2 TELEMETRY PANEL, "RTU" ANTENNA 2" ANTENNA CABLE J3 WETWELL LEVEL TRANSMITTER FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 1" MANUFACTURER'S LEVEL TRANSMITTER CABLE J4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, "RTU" 1" MANUFACTURER'S LEVEL TRANSMITTER CABLE OUTSIDE ATS �l � I I rips) P2 2 0 100/3 I G N TM I 100a/o RATED IN I l 1 UU/s I / TM 100% RATED T_j GROUND PER I � N.E.C. ELECTRICAL NOTES 1. MAIN REVENUE METERING. METER BASE AND ENCLOSURE BY CONTRACTOR PER SERVING UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. 22 2. SERVICE ENTRANCE DISCONNECT SWITCH. [3:�� 3. SEE DWG NO. E04 FOR CONTROL LOGIC DIAGRAMS. 4. (2) - 5/8" X F COPPER GROUND RODS SPACED APART AS SHOWN ON DWG NO. E06. 5� 5. WATERPROOF SPLICE. SEE DETAIL ON DWG NO. E06 (TYPICAL). MOTOR CONTROL CENTER, 480V, 30, 4W, 600A BUS, 42 KAIC WITHSTAND. I I 2 TM 480V 101 10 240/l AT50/2 M ') 30/3 NEUTRAL I TM PMR PHASE MONITOR O RELAY SPD GND BUS I I I I I INSIDE 100A, 480V, 3�, 3W PORTABLE GENERATOR RECEPTACLE ONE -LINE DIAGRAM NO SCALE SERVICE ENTRANCE DISCONNECT SWITCH S/N #6 MIP POWER MONITORING ND BUS #6 BOND TO PIPE IN VALVE VAULT GROUNDING NO SCALE PANEL SCHEDULE L NO. L LOCATION. MCC SERVING: PUMP STATION 1 3 5 7 9 11 13 15 17 2 4 6 8 10 12 14 16 18 240/120 VOLTS 3 WIRE CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLES 0.54 20 20 0.28 SITE LIGHT VALVE VAULT SUMP PUMP RECEPTACLE 1.20 20 20 0.28 EXTERIOR BUILDING LIGHTING INDOOR BUILDING LIGHTING 0.08 20 20 1.20 ENGINE GENERATOR BLOCK HEATER TELEMETRY PANEL 0.50 20 20 0.50 ENGINE GENERATOR BATTERY CHARGER BUILDING HEATER 3.75 30 20 0.50 EXHAUST FAN AND INTAKE LOUVER 2P 30 20 0.54 INTERIOR RECEPTACLE SPARE - 20 20 - SPARE SPARE - 20 - - SPACE SPACE - - - - SPACE ::4 CONNECTION LOAD: DEMAND: LIGHTING AND CONTROL LOAD DEMAND LOAD: 9.37 KVA 39.04 AMPS 7.79 KVA 32.46 AMPS „L„ 240/120V 0 z a w Q!� Q LLI c� o z LL_ = z 2 Q J F— [5 WET WELL #6 CONCRETE REBAR MAT LIFER CONNECTION ) MCP ) MCP Ib/Z/ SEC t s T> SIGNED: 01118113 SIGNED. 01118113 rIL DHOLE E06 SEAL -OFF, Q TYPICAL Q PLASTIC BUSHINGA IJ.I DF CONDUIT, Z W J c W LLI Q Z Oy 0 � J :3 Q V Ix 0 U �iLu Ll ENGINEERS PLANNER S SCIENTISTS RH2 ENGINEERING, INC. http://www,rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 5o9.886.2goo 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO ENGINEER: CCA E02 REVIEWED: MLM , Jan 182013 0 DATE: � 3 CLIENT: REN JOB NO.: 112-023 2p FILENAME: LIND—D—E—ONELINE.DWG A. ti 16727 CISTS `IO•`SIONAL ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND CIRCUIT BREAKER — SERVICE ENTRANCE, SPDT - SINGLE POLE, DOUBLE THROW INDICATOR LIGHT RELAY INDICATOR LIGHT SIGNED. 01118113 XXXNY - CB SIZE & NO. OF POLES ET -ELECTRONIC TRIP SWITCHGEAR, MOTOR CONTROL CENTER,OR PANELBOARD O FLUORESCENT FIXTURE SPST - SINGLE POLE, SINGLE THROW DPST -DOUBLE POLE, SINGLE THROW RELAY A -AMBER G -GREEN xYz TR -Timed relay MIL TM - THERMAL MAGNETIC BREAKER WP - WEATHER-PROOF B - BLUE R - RED 123 CR - Control relay L oy IWAsh! MCP - MOTOR CIRCUIT PROTECTOR SE SERVICE ENTRANCE SURFACE MOUNTED PANELBOARD WALUCEILING MOUNTED FIXTURE GFI - GROUND FAULT INTERRUPT P POWER C -CLEAR W -WHITE o 0 - GFI - GROUND FAULT INTERRUPTER - C - CONTROL J - INSTRUMENTATION LIMIT SWITCH FLOAT SWITCH O 38613 IST R FUSE FLUSHED MOUNTED EMERGENCY LIGHT WITH SELF PC - POWER & CONTROL ❑�_ ❑ LIMIT SWITCH, NORMALLY OPEN FLOAT SWITCH, NORMALLY OPEN �i _sy I FUSED DISCONNECT SWITCH PANELBOARD ® CONTAINED BATTERY CJ - CONTROL & INSTRUMENTATION PLUG-IN CONNECTION CKT. - CIRCUIT LIMIT SWITCH FLOAT SWITCH SIGNED. 01118113 RTM RUN TIME METER NXX FIELD CONTROL STATION WITH NEMA ❑ REQUIREMENTS. SURFACE OR PENDANT MOUNTED O FIXTURE C.O. - CONDUIT ONLY N.L. - NIGHT LIGHT LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH, NORMALLY CLOSED EKI MOTOR OPERATION COUNTER N1 -NEMA 1 RECESSED FIXTURE O AL. - ALUMINUM CU. - COPPER y Q SSRVS N3R - NEMA 3R N4 -NEMA 4 Mp MOTION DETECTOR TIME DELAY CONTACT PUSHBUTTON ❑\ ❑ TIME DELAY CONTACT, NORMALLY � � PUSHBUTTON, N4SS -NEMA 4 STAINLESS STEEL HOA HAND -OFF -AUTO SWITCH � OPEN, TIME TO CLOSE NORMALLY CLOSED + + SSRVS -SOLID STATE REDUCED VOLTAGE N4F -NEMA 4 FIBERGLASS PC PHOTO CONTROL CELL ETM RUN TIME METER OC OPERATION COUNTER � _ STARTER VARIABLE FREQUENCY DRIVE N6 - NEMA 6 N12 - NEMA 12 GASKETED MRIL MOTOR RUN INDICATION LIGHT SFIL SEAL FAIL INDICATION LIGHT SFTR SEAL FAIL TRIP RESET TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT, NORMALLY f ❑ PUSHBUTTON, NORMALLY OPEN CLOSED, TIME TO OPEN O O T O 1 V SWITCH OUTLETS S $ STANDARD SWITCH, 120VAC, 20 AMP O EQUIPMENT MOUNTING STAND OTIL OVER TEMPERATURE INDICATION LIGHT MOTOR STARTER T $ ® 3-WAY SWITCH, 120VAC, 20 AMP 3 3WAY MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY THERMOSTAT THERMOSTAT SWITCH, ❑ O NORMALLY OPEN OPEN, TIME TO OPEN INDICATE TYPE BY HEATER, WATTAGE NOTED INSTRUMENT METER `� A B MOTOR STARTER W/OPERATOR �C�D 3-POSITION SWITCH, 120VAC, 20 S ®HOA AMP, LABEL SWITCH POSITION LETTER DEVICES A - HAND -OFF -AUTO ® EQUIPMENT CONNECTION HOA HAND -OFF -MOTION OR PHOTO V A - AMMETER VAR - VARMETER AH - AMPERE -HOUR VARH - VARHOUR METER TIME DELAY CONTACT THERMOSTAT ;J —❑ TIME DELAY CONTACT, NORMALLY THERMOSTAT SWITCH, S S B - OPERATIONAL COUNTER PF - POWER FACTOR W - WATTMETER CLOSED, TIME TO CLOSE NORMALLY CLOSED C -RUN TIME METER M SINGLE PHASE MOTOR. SINGLE -POLE DEE PILOT -LIGHTED P AM V - VOLTMETER WH - WATTHOUR METER RELAY CONTACT, NC D -RUN LIGHT HORSEPOWER AS NOTED S DOUBLE -POLE 2 S KEY -OPERATED K VA -VOLT AMMETER �(��-� FLOWSWITCH l RELAY CONTACT, INSTANTANEOUS Z RACEWAY LEGEND E - FAIL LIGHT F-EMERGENCYSTOP �❑100 THREE PHASE MOTOR. S THREE WAY 3 S LOW VOLTAGE LV + CHANGE O FLOWSWITCH, NORMALLY OPEN RELAY CONTACT, NO T— W K KIRK KEY INTERLOCK ❑ HORSEPOWER AS S FOUR WAY S MASTER 58-E PAN 4 M P PROPOSED POWER W POWER TRANSFORMER NOTED HP SINGLE PHASE MOTOR. S DIMMER D ❑ PUSHBUTTON TEL PROPOSED TELEPHONE PRESSURE SWITCH FLOWSWITCH J M CONTROL POWER TRANSFORMER HORSEPOWER AS NOTED TELM PROPOSED INSTRUMENTATION FLOWSWITCH, PRESSURE SWITCH, NORMALLY OPEN NORMALLY CLOSED 0 V P J FIRE SYSTEM SYMBOLS ❑ ELECTRICAL PLUG OH HEAT DETECTOR TRANSFORMER FO PROPOSED FIBER 40 ❑S SMOKE DETECTOR OPTICS OUIL01N� f OF FACIL" �N ' f(5END PRESSURE SWITCH h ❑ CURRENT TRANSFORMER ECT SWITCH U -I DISCONNECT E p ❑ FIRE ALARM DISPATCH STROBE ALARM EXPOSED RACEWAY ____--7 7 PRESSURE SWITCH, GNORMALLY CLOSED 2 POLE SWITCH �— J F FUSED DISCONNECT SWITCH ❑A FIRE ALARM AUDIBLENISUAL ALARM _ _ _ _ _ CONCEALED, UNDERGROUND, EMBEDDED, W VOLTAGE TRANSFORMER ❑F FIRE ALARM MANUAL PULL STATION OR CONCRETE ENCASED RACEWAY U � 4- ❑ COMBINATION MOTOR HOME RUN TO PANELBOARD OR AS W CONTACTOR STARTER AND DISCONNECT ADDITIONAL SYMBOLS INDICATED %; Q SWITCH OS SOUND SYSTEM SPEAKER CONDUIT RUN BROKEN AND CONTINUED I CAPACITOR SAME SHEET OR AS NOTED 3 POLE SWITCH Z SOUND SYSTEM VOLUME CONTROL I ❑ ENGINE GENERATOR FLEXIBLE CONDUIT "� DOORBELL U GENERATOR CONNECTION I I CONDUIT RUN. HATCH MARKS INDICATE VALVE SYMBOLS ❑ RECEPTACLE NUMBER OF CONDUCTORS S CALLOUT INDICATING CONDUIT SIZE, RECEPTACLES AND JUNCTION BOX SYMBOLS PILOT VALVE SOLENOID SOLID NEUTRAL N Y" GRC, 2-#12 NUMBER AND SIZE OF WIRE. ❑J CEILING JUNCTION BOX TERMINAL BLOCK WALL JUNCTION BOX CALLOUT INDICATING CONDUIT PER WENGINEERS VALVE XXX SCHEDULE GENERAL NOTES NNER S SURGE PROTECTION DEVICE a FLOOR JUNCTION BOX '� CONDUIT BENT UP OR TOWARD 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE S C I E N T I S T S WILL APPEAR IN THIS SET OF PLANS. SPD SURGE PROTECTION DEVICE k❑ DUPLEX WALL RECEPTACLE, 120V I N CHECK VALVE ) CONDUIT BENT DOWN OR AWAY RH2 ENGINEERING, INC. http://www.rh2.com 0 o (ALTERNATIVE) WP = WEATHERPROOF 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL mailboxgrh2.com 1.800.720.8052 G = GROUNDED I CAPPED CONDUIT EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE BELLINGHAM 360.676.0836 IG = ISOLATED GROUND01 CONTROL VALVE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE 454 West Horton Road GROUNDING SYSTEM SYMBOLS GF = GROUND FAULT INTERRUPTER SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST BOTHELL 425.951.5400 ❑ GROUND ELECTRICAL & SIGNAL PLAN DEVICES EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT 22722 29th Drive SE, Suite 210 DOUBLE DUPLEX ELECTRICAL SITE PLAN SYMBOLS S SV SOLENOID VALVE COIL ZS INTRUSION SWITCH THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. EAST WooENAoTCHEE so.5s6.2soo METAL PIPE GROUND ❑ SINGLE RECEPTACLE, 120V � �— UTILITY POLE AND GUY WIRE MV MOTORIZED VALVE COIL MD MOTION DETECTOR 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE Suiten Street, RICHLAND 509.946.5181 CONNECTION POINT, EXOTHERMIC � SINGLE RECEPTACLE, 208V � HH MANHOLE OR HANDHOLE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES 114 Columbia Point Drive, suite C SILVERDALE 360.876.7960 WELD. CADWELD OR APPROVED H M MOTOR LT LEVEL TRANSDUCER ❑ WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. 2021 NW Mhyre Rd, suite 107 EQUAL. ® DUPLEX FLOOR RECEPTACLE, 120V © BURIED POWER VAULT OR MANHOLE GROUND ROD SIZED PER N.E.C. O USE EXOTHERMIC WELD SPECIAL PURPOSE WALL K❑ � TELEPHONE VAULT OR PEDESTAL SFLOOD SWITCH HE HEATING ELEMENT TACOMA 253.272.3059 621 Pacific Avenue suite too CONNECTION AT THE GROUND ROD. RECEPTACLE, RATING AS NOTED LS LIMIT SWITCH PS PRESSURE SCALE: SHOWN ❑ [0 CLOCK FIBER OPTICS VAULT OR PEDESTAL SWITCH6m� 0 1" 2" DRAWING IS NOT TO SCALE PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. TV TELEVISION ❑ LUMINAIRE PB PANIC BUTTON PE PRESSURE ELEMENT IF BAR IS NOT 2" LONG • CONNECTION POINT, MECHANICAL, , TELEPHONE PAD -MOUNT TRANSFORMER ❑ O THERMOSTAT SWITCH FE FLOW ELEMENT PLOT: 1 DWG No ENGINEER: CCA COMPRESSION TYPE. ROAD EY zs INTRUSION SWITCH - KEY AE ANALYSIS ELEMENT E01 REVIEWED: MLM TELEPHONE/DATA WITH CABLE DATE: Jan 18, 2013 CLIENT: REN ,1 20 Boa NO.: 112-023 FILENAME: LIND-D-E-LEGEND.DWG %" STAINLESS STEEL NIPPLE AS REQUIRED, 1 TYP. OF 3 STAINLESS STEEL TEE 2" STAINLESS STEEL BALI VALVE, TYP. OF PROPOSED FORCE MAIN PIPE PRESSURE GAUGE, SEE SPECIFICATIONS %" STAINLESS STEEL DIAPHRAGM SEAL %" STAINLESS STEEL THREADED TAP PRESSURE GAUGE DETAILS 601 M01 NOT TO SCALE PIPE PENETRATION DETAILS NOT TO SCALE SHACKLE ROD SCHEDULE SHACKLE ROD FITTING NUMBER SIZE 4" 2 3/4" 6" 2 3/4" 8" 2 3/4" CLEVI%1 HOLE IN CONCRETE WALL OVERSIZED TO FIT NPC WATERSTOP GROUTING RING AND PIPE PER MANUFACTURER'S RECOMMENDATIONS PROPOSED 4" AND LARGER PIPE PROVIDE NPC WATERSTOP GROUTING RING OR APPROVED EQUAL. SEAL FLUSH TO WALL FACE EACH SIDE WITH WATERTIGHT GROUT OR EQUIVALENT 602 S03 NOTE: * PIPE AND CONDUIT PENETRATIONS LESS THAN 4" SHALL BE GROUTED WATER TIGHT AT BOTH SIDES. * ALL PROPOSED CAST IN PLACE PENETRATIONS SHALL BE SEALED USING THE OMNI SLEEVE SIGMA FLANGE WITH THRUST RESTRAINT. * PRECAST OR CORED PIPE PENETRATIONS SHALL BE SEALED PER THE DETAILS ABOVE. rlr non FITT NUT ASr 111I.E.-LIWINE] TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS SHACKLE ROD DETAIL 603 M01 NOT TO SCALE LJ ATnu rnARAC ......... 8" SST ANCHOR BOLTS. 'CH SLEEVE EA SIDE TO :EIVE EYE BOLT SO THAT CH MAY CLOSE SST SLEEVE ;TEEL POST STEEL POST BEARING BOLT WITH COTTER PIN SST SLEEVE EXTENDED/WORKING POSITION t NOTE: 1. ALL HARDWARE FASTENERS, CHAINS AND POSTS SHALL BE STAINLESS STEEL. THE POSTS INSIDE THE VALVE VAULT CAN BE GALVANIZED. 2. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 3. SAFETY CHAIN SHALL COVER ALL 4 SIDES OF HATCH OPENINGS ON THE VALVE VAULT. ACCESS HATCH SAFETY CHAIN DETAILS NOT TO SCALE NOTES: 1. LADDERS SHALL BE ALUMINUM INSIDE OF VALVE VAULT. LADDERS SHALL BE FRP WITH STAINLESS STEEL HARDWARE INSIDE OF WETWELL. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 CONCRETE WALL/RISER ACCESS HATCH LIMITS - - 18" 1'� DIA. RUNGS, EQUALLY SPACED VERTICALLY @ 12" O.C. PLAN 1 7" MIN. HATCH CURB OPENING BAR 3", 2/2"x/" BRACKETS T&B, 8' O.C. MAX. VERTICAL SPACING SST LADDER SAFETY POST, BILCO LADDER -UP OR EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STRINGERS, FB 2112"X%" LADC PUNCH TO RECEI� TY TYF d e.. o a n 711 a a . .e . 6 12, a a .4 o PROVIDE ADDITIONAL DIAGONAL/BRACKETS AT TOP o CONNECTION .. .e 4 0 C 4 a � ACCESS LADDER DETAIL 505 S03 NOT TO SCALE PROFILE %" CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE WITH 8" CONCRETE ANCHORS AS REQUIRI STANDON ADJUSTABLE PIPE SUPPORT 2"0 GALVANIZED STEEL PIPE (2) 5/8"0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM VALVE VAULT FLOOR. VERTICAL PIPE SUPPORT DETAIL NOT TO SCALE ENTIRE LENGTH 4.25" DIA. 1/8" MIN. THICKNESS 1/8" MIN. THICKNESS 2" SQUARE 1" DIA SOLID METAL — STOCK, LENGTH AS REQUIRED %" SET SCREW Y � 2.25" INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION 6p6 NOT TO SCALE OPERATION NUT EXTENSION PER DETAIL K606 THIS SHI C05 VALVE BOX, PER CITY OF RENTON STANDARD DETAIL INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. ECCENTRIC PLUG VALVE (FLxFL), FOR GEAR ACTUATORS, CONTRACTOR SHALL ORIENT PLUG VALVE SO SEAT IS TOP OF VALVE AND PLUG ROTATES UP 900 TO OPEN, AND WHEN CLOSED FLOW IS AGAINST FACE OF PLUG FOR PVC, PROVIDE VAN -STONE STYLE FLANGE ADAPTER (FLxS). INSTALL PER MANUFACTURER'S RECOMMENDATION. ;KFILL AROUND VALVE WITH OPACTED CRUSHED ROCK FLOW PROVIDE 4" THICK CONCRETE SUPPORT BLOCK UNDER VALVE, TYP. ISOLATION VALVE DETAIL 607 NOT TO SCALE CO2 1Q+'y WA SZ SZe y 10/L/ �E01 TT V-V ,SIGNAL SIGNED: 01/17/13 SIGNED: 01/17/13 �Y O 41116 iN J E N G I N E E R S PLANNERS SCIENTISTS IW RH2 ENGINEERING, INC. http://www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM 360.676.0836 454 West Horton Road BOTHELL 425.951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.886.2-900 300 Simon Street, Suite 5 RICHLAND 509.946.5181 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: DEB Cj05 REVIEWED: MM Jan 182013 SHEET No. , DATE: 11 CLIENT: REN JOB NO.: 112-023 F20 FILENAME LIND—D—DET.DWG