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Home My WebLink AboutWTR2703214.19GENERAL CONSTRUCTION NOTES ADDRESSES OWNER: CITY OF RENTON: 1055 S. GRADY WAY RENTON, WA 98055 ENGINEER: RH2 ENGINEERING: 12100 NE 195TH ST, SUITE 100, BOTHELL, WA. 98011 HAZEN RESERVOIR SITE: 4901 NE SUNSET BOULEVARD, RENTON, WA 98059 APPROX. CENTER OF RESERVOIR: LAT: 47' 30' 11", LONG: 122' 9' 11" GENERAL CONSTRUCTION 1 /Nnkle"rMl 1/�TI(1A1 t rAAIr1 Anne' ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, 2003 INTERNATIONAL BUILDING CODE, THE AWWA D100-05 STANDARD FOR WELDED STEEL TANKS FOR WATER STORAGE, THE RENTON MUNICIPAL CODE AND THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 2. PRE -CONSTRUCTION CONFERENCE A PRE -CONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. 3. CONSTRUCTION SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 4. DAILY CLEANUP THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE SATISFACTION OF THE OWNER. 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 WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. 5. EXISTING STRUCTURES AND UTILITIES A. ALL UTILITIES: THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE CONSTRUCTION DRAWINGS ARE APPROXIMATE. 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 NOR ASSUME 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. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. B. UTILITY CONFLICTS: THE CONTRACTOR SHALL CONTACT A ONE -CALL UTILITY LOCATE SERVICE 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION. 6. PERMITS A, COPY OF APPROVED PLANS MUST BE ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE OWNER WILL OBTAIN THE BUILDING PERMIT, SEPA PERMIT, AND RIGHT-OF-WAY PERMIT. THE CONTRACTOR MUST OBTAIN ALL OTHER APPLICABLE PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF ALL PERMITS. 7. INSPECTION THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. SPECIAL INSPECTIONS SHALL BE AS LISTED ON DWG NO SO9. COORDINATE SCHEDULING AND INSPECTIONS WITH OWNER. 8. CONSTRUCTION STAKING THE CONTRACTOR IS REQUIRED TO PROVIDE A PROFESSIONAL LAND SURVEYOR FOR ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE AS -BUILT RECORDS. 9. EMERGENCY ACCESS CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. 10. CONSTRUCTION STAGING AREA CONSTRUCTION OF THIS PROJECT SHALL BE CONFINED TO THE CONSTRUCTION LIMITS SHOWN ON PLANS. IF THESE AREAS ARE INADEQUATE FOR CONSTRUCTION STAGING, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO OUTLINE A NEW CONSTRUCTION STAGING AREA. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGEMENT OF THEIR OWN OFFSITE CONSTRUCTION STAGING AREA IF SHOWN AREAS ARE INADEQUATE. 11. SITE DRAINAGE SITE GRADES AND EXCAVATIONS SHALL BE SLOPED SO THAT SURFACE WATER FLOWS AWAY FROM FOOTINGS AND ALL WATER DISCHARGES TO AN APPROPRIATE RECEIVING AREA WITHOUT ANY WATER QUALITY DEGRADATION. SURVEY CONTROL POINTS POINT DESCRIPTION NORTHING EASTING ELEVATION BENCHMARK: CONCRETE 186253.9 1313997.2 459.20' MONUMENT INSIDE CASE, CITY OF RENTON CONTROL 186243.6 1314327.5 NA & CAP, L.S. NO. 5524 OREBAR 0.14' W., 0.05' N. OF ACTUAL PROPERTY CORNER REBAR WITH 186939.6 1314014.1 NA OSET RED CAP LS, NO. 28072 OTHER SURVEY POINTS POINT DESCRIPTION NORTHING EASTING ELEVATION BENCHMARK: CHISELED SQUARE 187392.4 1313956.6 409.39' 0 IN MOST EAST CORNER LIGHT BASE MONUMENT IN CASE 187423.7 1313933.0 NA CITY OF RENTON CONTROL n SET REBAR WITH RED CAP LS 187415.3 1314025.8 NA �1 NO. 28072 TOP RR SPIKE SW 187466.3 1314237.8 411.23' OBENCHMARK: 7 FACE OF UTILITY POLE SET REBAR WITH RED CAP LS 187305.0 1314233.8 NA NO. 28072 FENCE CORNER 0.6' W & 0.6' N 187301.0 1314353.1 NA OF PROPERTY CORNER DATUM HORIZONTAL DATUM: VERTICAL DATUM: CITY OF RENTON SURVEY CITY OF RENTON SURVEY CONTROL NETWORK-NAD 89/91 CONTROL NETWORK-NAD 88 REFERENCE MONUMENTS USED: REFERENCE MONUMENT USED: NOS. 1996, 1884 NO. 1884, ELEVATION 409.38' PROJECT INFORMATION LOT AREA .............................................. 8.67 ACRES AREA OF WORK.......................................96,600 SQ FT SITE ZONING .......................................... R-8 IBC BUILDING GROUP ............................. U iBC CONSTRUCTION TYPE ...................... V DESIGN STANDARD ................................ AWWA D100-05 FOR WELDED STEEL TANKS MINIMUM ROOF LOAD ............................. 15 PSF ROOF SNOW LOAD ................................. 30 PSF IMPORTANCE FACTOR (1)......................... 1.5 DESIGN WIND SPEED .............................. 100 MPH Sds/Sd1/Ts........................................... 0.914g/0.414g/0.471 SEC ALLOWABLE SOIL PRESSURE (STATIC).. 7000 PSF ALLOWABLE SOIL PRESSURE (SEISMIC).. 9300 PSF ID PLAN REFERENCE BUBBLE - REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION ORIGINATED. DETAIL/SECTION REFERENCE BUBBLE - REFERS iD READER TO THE DRAWING ON WHICH THE DETAIL # OR SECTION IS LOCATED. WHERE, ID = SECTION/DETAIL REFERENCE NUMBER X## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. SECTION/DETAIL REFERENCE NUMBER CONVENTIONS: ALL SECTIONS OR ELEVATIONS HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ). ALL DETAILS HAVE AN ;ALPHANUMERIC REFERENCE NUMBER (A-Z OR 1-1799). AC -FT ACRE-FEET CB CATCH BASIN CIP CAST IRON PIPE CU YD CUBIC YARD DI DUCTILE IRON DWG NO. DRAWING NUMBER ELEV/EL ELEVATION ESC EROSION AND SEDIMENT CONTROL EX EXISTING FICA FLANGE COUPLING ADAPTER?FL FLANGE HDPE HIGH -DENSITY POLYETHYLENE ID INSIDE DIAMETER IE INVERT ELEVATION LF LINEAR FEET MJ MECHANICAL JOINT MSE MECHANICALLY STABILIZED EARTH PROP PROPOSED STA. STATION SO FT SQUARE FEET SST STAINLESS STEEL TESC TEMPORARY EROSION AND SEDIMENT CONTROL TJB TELEPHONE JUNCTION BOX TN TOP OF NUT TYP. TYPICAL WMH WATER MANHOLE WS WATER SURFACE WV WATER VALVE 7 tEl� NIX N Q a 0 =z -0 =z �w cfi � 4J Ln S STA. 11+86.7: REBAR WITH CAP 0 �V INTERTIE WITH WATER DISTRICT HIGHLANDS 565 ZONE 90 HIGHLANDS 435 ZONE ULIC PROFILE HIGHLANDS RESERVOIR ELEVATED TANK 0.75MG iD tn� 4d w >� o0- w Q CD w CD �� o N HIGHLANDS RESERVOIRS 1.5MG 2.OMG Y tY � Q � zo CD � o C 196 ZONE- CD m u)� J o 0 3 -.4- KENNYDALE AQUIFER - LEGEND ZONE PRESSURE ZONE RESERVOIR WELL PRV ALTITUDE VALVE INTERTIE ❑ PUMP v ROLLING HILLS INTERTIE WITH WATER DISTRICT .(-L 107 CD CD 0 ZONE 700 GPM>-� =o JoCD U CD N � r z Lo vwCD MT. OLIVET o0 = zm 3 Q M RESERVOIR 3.OMG o o� 3� 3� MAPLEWOOD ii o a- o CLEARWELL m M CLEARWELL 70 ZONE 0.25MG �u Coma- - _n u cD -o _o u -'o wo ujc:) wo MAPLEWOOD AQUIFER DRAWING NUMBERS DRAWING NUMBERS HAVE BEEN ASSIGNED TO EACH SHEET: DRAWING NUMBERS INCLUDE INFORMATION REFLECTING THE DISCIPLINE MAINLY REFERENCED ON THE SHEET. DRAWING NUMBERS ARE NOT EXCLUSIVE OF OTHER DISCIPLINES; THEREFORE, SHEETS MAY ALSO INCLUDE INFORMATION REGARDING OTHER DISCIPLINES THAN THAT INDICATED BY THE DRAWING NUMBER. THE FORMAT OF THE DRAWING NUMBER IS AS FOLLOWS: DXX, WHERE: D = DISCIPLINE CODE (G, C, S, M, E) XX = NUMBER G=GENERAL C=CIVIL S=STRUCTURAL M=MECHANICAL E=ELECTRICAL DWG N0. DWG NO. ^WG N0. DWG NO. DWG NO. GXX CXX SXX MXX EXX o o C. O O UJ COTTAGES AT HONEY CREEK SUBDIVISION. (LHD - 100416) 1" = 1500' NE 24th ST �)t 100th ST NE 24th SE 100th PL NE 23rd PL is SE 101st nd 7 SE 102nd ST NE 23rd NE 23rd ST < < c NE Zist St � jQ, � SE 103rd ST NE 22nd NE 22nd PL NE 20th \�� SE 104th ST tH 20th Q� NE 19th ST ^ { NE 79th 16th Sr z I �QS z yk{i}MAN m o 17th NE 17th SE 107th PL SE 10pth PL £^ < BLVD Ale s NE 12TH �4 11th PL 6 NE itth S7 ttth NE iith o NE 10th PL < � NE 10th CT c NE i0th LN NE 10th ST / Sr NE 10th ST ST NE 9th ST F? z NE 8th ST NE 6th SZ NE 7th ST NE 7th s HE 6N NE 7th QN _ NE 6th PL N NE 6th PL �' m F Bth NE 6th ST r v NE 5th ST m Z sy� NE 5th ST FEMALE m NE SE 112th PL OLIVER M HAZEN HS SE 116th ST SE 118th ST IN SE 12Dth Q < c SE 125th ST 126th 4th CT NE 4th ST NE 4th ST SE 128th S7 _. .. NE 4th St W NE 3rd PI tfi x NE 2nd St '< a SE 102nd a a SE 104th ST SE 104th s 3 SE 113th ST c 1R � SE 11 4th ST SE 117th SE 178th SE 120th SE 124th 'a N SE 132nd ST a 1iS NF ,gf � � bS < SE 1st PL < r < SE 2nd PL SE 136th ST a V\- C- I NO SE I Mt PI. $ SE 5th St SE 139th PL SE 139th PI. 141st ST < a SE 140th Pi. � ONE -CALL LOCATE CALL 48 HOURS BEFORE YOU DIG HA�RESERVOIR SITE 0 0 In 3 o Ion o 0 0 O CD Lo CD CD CD U-) Cl N N W 32 1 407 HAZEN HIGH SCHOOL ATHLETIC FIELDS EXISTING SITE BOUNDARIES AND SURVEY POINTS I" = 6 0' REVISED TO CONFORM C STRU TIO ECORDS 06/08/09 R ENGINEERIN6 INC. DATE W of iEP" SIGNED: 06129107 �,� M I T . _ +iRea 18 T 8Rf'� l IOIVAL SIGNED: 06129107 X N z i wo E N G N E E R S CD P'L ANNFRS mw z c� z w N Q S>;A;LE: SHOWN p p + + STA. 0+25: CITY OF RENTON Q ® + r,='.- 0 1„ 2„ DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. BENCHMARK STA. 0+00: N 186228.9 G01 ENGINEER CDWJ REVIEWED MLM E 1313996.6 DATE: SEP 14, 2009 '_ y REVISED TO CONFORM TO CONSTRUCTION RECORDS DY KJS 06/08/09 CLIENT: REN ADDENDUM / ISSUED FOR CONSTRUCTION BTE MM 10/09/07 JOB NO.: 105-049 734 NO. REVISION BY REVIEW DATE FILENAME HAZEN-D-GEN01 m 4Z1 iu N r rr C