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HomeMy WebLinkAboutHoney Creek Apartments - - • I I P STA 000 -s LEGEND: DUVALL AVE NE - _ - - --- - -- f�a+bD • PERVIOUS CEMENT CONC - SIDEWALK - _ ' - " CLASS 4000 CEMENT CONC 3'` T =" SIDEWALK/DRIVEWAY ENTRANCE _ F y is�ib *�U4 �• """` +ara�ar W. HMACLI/2"PG64-22 .-_,:_-"-..,* .pax r i. a �if _ � _ _.--- --�'� A ""'� � �� • PAVEMENT OVERLAY . ;00 -`-- "- - ---- -"' r HMA CL Y2"PG 64-22 : b. r 1$•, ,�, t.. ._ r ,- � a FULL DEPTH RECYCLED PAVEMENT w, ' an x { EXISTING RIGHT-OF-WAY n s• T N. j //� DRIVEWAY APPROACH HMA CL i/z"PG 64-22 _ , ' v " m ,4 i as y :. : PE AREA SEE PLANTING EXISTINGWALK ' LANDSCA I r SIDE # -grow . ,,,.. 4 , as drTo, ,�' �I ,ne II- , . . .•.•.-. PLANS I W A VI CC d of 7i* ._ �, A • 1 ..... , v EXISTING RIGHT-OF-WAY C -I !4p ' A :v. avn-ma �qo �'�—"a f. ,a oy;Y a� V k' 4. - I ' • 11 1 I I v PROPOSED RIGHT OF , _ - . .. Irk 11 I AEXISTING �a; RIGHT-OF-WAY; E I # .: _ a , ` r*,, . . � r w. a ...,.- ;�� , • , EXISTING RIGHT-OF-WAY a- Air r.', 4,54 , I Parametrix DATE:March 23,2017 FILE:CHURCH-01 NOTE: EXISTING PARCELS SHOWN ARE ONLY APPROXIMATE. APARTMENTS AT 12TH AND DUVALL DUVALL AVE NE N 20 CITY OF RENTON.WA SCALE IN FEET NW 10-23-5 SCALE 1"=100' SW 3-23-5 v 7508280077 DISTRICT 1 8.8 .RY 691t11 N 15§2 • ILE.,l.,ii till o o o o o o o 000 •o...�6_24.r_,1 al a.y a�11.w w Fr IS w�w9 ■ I,L•l !- S_ _. !._._ ,----.--Farrar um" - --__ - - - - ----N uGN,40 7p ^UEISnT• S r 1 "329.63- a 329.63 -- 5 uG OF 30'ROAD Eger _ 329.6� J_ `J -m rl18-39-°8E 3 t 1 ��. 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ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION USE UPC CHARTS NO. 10-I (PAGE 511 AND NO. 10-2 (PAGE 83) -,_Y 1 1. A-' CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTONI. ALL WORK MATERIALS SHALL nE IN CANro111anNGC WITH THE PRESSURE RANGE 60.PSI T/'- Vcv� SPECIFICATIONS. AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY FIELD AND OBSERVED DURING CONSTRUCTION. _ DEPARTMENT AND THE LATEST EDITION Or THE APWA STANDARDS - HYDRAULIC GRADIENT-=565 I -- -AND SPECIFICATIONS.A SET Or APPROVED PLANS SHALL AC KEPT ON 2. ETEXISTINGI UTILITIES SHOWN ON THE PLANS BEEN PLOTTED FROM THE SITE AT ALL TIMES DURING CONSTRUCTION. BEST INFORMATION AVAILABLE TO THE ENGINEER. IT SHALL BE THE 2. ALL REQUIRED SEDI2,IENTATION/EROSION CONTROL FACILITIES MUST CONTRACTOR'S RESPONSIBILITY TO LOCATE ANY EXISTING UTILITIES WHICH BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING 2. THE 101112E OF WORK IN THE STI;CCT RIGHT-OF-WAY SHALL nC A B C 0 E F G H I \IAY CONFLICT WITH THE CONTRACTOR'S OPERATION,WHETHER SHOWN ON AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN LIMITED ,O ":30 AM TO 3:30 rM ON WEEKDAYS ONLY UNLESS PRESSURE THE PLANS OR NOT. WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL ITIICI:WISE APPROVED IN WRITING BY THE DESIGN ENGINEER AT 235- RANGE 58-69 :6-65 62-70 52-57 51-55 49-53 55-60 53-58 53-57 VED EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A =AJS.ALL STREET CLOSURES.DISYPARTIAL OR FULL,SHALL ADVANCE.loTHE 3. THE CONTRACTOR SHALL NOTIFY EACH UTILITY AND COORDINATE HIS SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OP. nr ICt STREET ENT,SUPE REND EP z4 ENT. IN 011THE FIXTURE 1`CL1CC DEPARTMENT, FIRE DEPARTMENT. AND 911 SHALL BE UNITS 252 120 165 136 65 102 102 119 102 } WORK SCHEDULE WITH THE CONSTRUCTION OF UNDERGROUND POWER, CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION NOTIFIED 24 HOURS IN ADVANCE. TELEPHONE,AND GAS FACILITIES. HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT • I. ALL LOCATIONS OE EXISTING UTILITIES SHOWN ARC,SPP'OKlM:TE METER$STREET AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS AND IT SHALL RE THE CONTRACTORS RESPONSIBILITY TO VERIFY nit SERVICE SIZE 1-1/20 1-112"' r 2" 1-1/2• 1-1/2" 1-1/2" 1-1/2" 1-1/2" 4. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED BY OTHER SHALL BE THE RESPONSIBILITY OF THE PEIGMITTEE. TRUE AND CORRECT LOCATION SO AS TO Avon) DAMAGE OR SURFACE WATER;.1.ANAGEMIEN7 METHODS FOR THE PREVENTION OF ONSITE DISTURBANCE. NOR UTILITY LOCATE CALL+YHOWE LOCATORS,I- BLDG.LiNESLY -. EROSION AFTER THE COMPLETION OF CONSTRUCTION. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN Soo-Lv.-s5s3. sVC.LNESIZE r' t-1!r 1-Ur i-t/r i-1/r 1-1/r 1-tlr 1-1lr t-1/r 0 THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO Q ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE 11. 5. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO-SEEDER, MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES -CONFORMING TO ANUS C110 AND CITI OR LATEST REVISION. al AS OTHERWISE APPROVED BY CITY OF RENTON DEPT-OF PUBLIC WORKS- AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING THE PERFORMANCE- BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS PER\IITTI.L SHOULD ANTICIPATE THAT MORE EROSION AND SEAL[PUSIGO1M 12 ECHA C104 or,1 111 REVISION.TO II CLASS C NEC r TO PE cos:soN OR MECHANICAL]ANT. BEDDING TO RrI JOINTS BEEN ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY OF SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE ALL DUCTILE IRON PIPP.INSTALLED SOUTH Or SUNSET BOULEVARD PP.R. 57 V' RENTON DEPT.OF PUBLIC WORKS. COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE (EMPIRE WAY,SR 900)AND WEST or SR 167(EAST VALLEY FREEWAY/ Z OR IN SOILS or HIGH RESISTIVITY SHALL BE POLYCTIIYLCNC WRAPPED M21 555 1• • COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND me ANSI/AllWA C103-77 STANDARDS. BSSLS 1• 0 al 6. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO RESPONSIBILITY OF THE PERMITTER TO ADDRESS ANY NEW H THE'APPROVED PLANS WHICH ARE ON FILE IN THE DEPT.OF PUBLIC WORKS CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO 1. CAST IRON.\N)DUCTILE IRON CITTINGS SHALL RE CEMENT LINED, Z (I! . 'CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL PROVIDE ADDITIONAL FACILITIES, OVER. AND ABOVE MINIMUM PRESSURE I SSURE RATED AS NOTED ON PLANS,AN!)IN ACCORDANCE WITHQ ANSHAw,,,A CI10/A21.10-62. CEMENT LINING SHALL 11E IN W N REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY • REQUIREMENTS, AS MAY BC NEEDED TO PROTECT ADJACENT ACCORDANCE WITH ANSI/AWWA C104/A2I.4-55. Ir rITTNOs ARE 3 `g,1 ' THE CIT.Y OF RENTON DEPT.OF PUBLIC WORKS. PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE INCHES TO 12 INCHES IN DIAMETER AND HAVE M.ECIIANICAL JOINTS, -- SYSTEM. TIIE FITTINGS SHALL RC IIN ACCORDANCE WITH EITHER AN51/:\WIN/. C I10/A21.10-52 Oli,\N$I.\WWA CISI/A 21.5J-S4. J INCH TO 12 INCl' 7, A COPY OF THESE APPROVED PLANS MUST BE ON THE 20II SITE WHENEVER IHANIETER FITTINGS WINCH HAVE MECHANICAL JOINTS AND/OR CONSTRUCTION IS IN PROGRESS- 4- APPROVAL OF THIS PLAN IS Poi: EROSION/SEDIMENTATION CONTROL rLANGCO JOINTS SHALL BC N ACCORDANCE •i'ITII ANSI/AWWA .. ' ' • ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE C11OLA21.I0.42 Or.A COMBINATION OF ANSI/AWWA C110/A21.1032 AND - • 3. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY THE CITY OF DESIGN,SIZE NOR LOCATION OF PIPES, RESTRICTOITS,CHANNELS OR /ANSI/AW'WA Ct33/A21.13-34 SUCH THAT THE PORTION OF THE POTTING WITH A MECHANICAL SOINT(S), MAY BE IN ACCORDANCE WITH RENTON DEPT. OF PUBLIC WORKS DEVELOPMENT INSPECTION SELECTION DETENTION FACILITIES.. :\N'SUAWWA C153/A21.53-54 AND THAT PORTION or THE rITTING WITH la MUST BE CONTACTED (PHONE NO. 235-254C) FOR A PRE-CONSTRUCTION FLANGED MINUS)SHALL BE IN ACCORDANCE- WITH ANSI/AWWA • IA MEETING. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE CIIC/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE. WITH H_ Q NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAPS OR SECTION s3-s.3 OF C 0/5wan us5/n2Lss-sL or,WITH SECTION I0,.H _� a CO 4. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED MORE,ALL DISTURBED AREAS MUST'BE I4IMGDIATELI'STABILIZED WITH Or :1NslfA r AND c1101AZLlc-sz SHALL BE OBTAINED hl' THE {� CO U) TO THE STORM DRAINAGE SYSTEM,UNLESS OTHERWISE APPROVED BY THE MULCHING,GRASS PLANTING 012 OTHER APPROVED EROSION CONTROL CONTRACTOR TRANSMITTED TO TI/C OWNER. C-' CO GATE VALVES SHALL CONEORM TO A W\L'A C500 AND SHALL BE IRON DEPT.OF PUBLIC WORKS. TREATMENT APPLICABLE TO TIIE TIME OF YEAR IN QUESTION. GRASS 6. BODY,BRONZED-MOUNTED,DOUBLE DISC WITH BRONZE WEDGING Q 10. ALL BE ON A PREPARED FOUNDATION SEEDING ALONE\IAY BE ACCEPTABLE ONLY DURING THE MONTHS OF DEVICE AND 0-RIGHT STUFFING BOX. VALVES SHALL BE DESIGNCn W 0 3 DING PIPET WASH.SHALL STATE LAID SPEC- PROPERLYP THISR SHALLD INCLUDE NECESSARYACCOR- APRIL THRU SEPTEMISER. INCLUSIVE. SEEDING \IAY PROCEED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE. VALVES SHALL BE CLOW LIST IL,MUELLER COMEPANY NO.A2330,OR S1 09 'WHENEVER IT IS 1`J THE. INTEREST OF TIIC PE12MlIT7EE, BUT MUST BE 1 H.. ALL VALVES Ir IN DIAMETER AND LARGER, SHALL BE 2 Z LEVELING OF THE TRENCH BOTTOM OR TIIC TOP OF THE FOUND::)ION AUGMENTED WITH YIULCHINC, NETTING, 012 OTHER TREATAIENT MATERIAL AS WELL AS PLACEMENT AND CO\1PAC)ION OF REQUIREDINSTALLED IN.L VAULT.ACE WATER BYPASS SINSTAL DETAIL FOR 12`GATE APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT OUTSIDE VALVE ASSEMBLY VAULT AND 1'BYPA$$INSTALLATION. ,,..,,// co _ BEDDING MATERIAL TO UNIFORM GRADE 50 THAT T1111 ENTIRE LENGTH OF THE SPECIFIED TIME PERIOD. F_I O THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE- 7. EIKE HYDRANTS SHALL BC COREY TYPE (OPENING WITH THE •�7 IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE A M.V.O.PRESSURE)CONFORMING TO AV/WA I1 i OSE WITH:L 61NCH INLET AND .. Z REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST G- FOR ALL EROSION/SEDIMENTATION INCHES, CONTROL PONDS WHERE THE DEAL) :\M.V. 5 INCHES,TWO 2-I/2 NTH READS NOZZLES.0. H WITH NATIONAL W Q STORAGE DEPTH EXCEEDS 6 A PENCE AT A MINIMUM OF 3 STANDARD 7 INCH.w DEGREES V.THREADS.O.D.THREAD 4.ns AND a = Q LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE FEET 111G1-1 IS REQUIRED. ROOT DIAMETER.4-063,I-I/4"PENTAGON OPERATING NOT OPENED nY Q BTURNING COUNTER CLOCKWISE(LEFT),. •e4 O FORMOA OF THE TRENCH IS LOOSENED,REGRADED AND COMPACTED TO _ A DENSE UNYIELDING BASE. 7. BOCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE S. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM I Q i I REQUIRED, SHALL BE OF SOUND QUARRY ROCK TO A DEPTH OF I COVER OF Tl,INCHES BELOW FINISH GRADE. ALL WATER MAIN 17 0) i I- II. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW FOOT. !LOCK AGGREGATE TO BE r\S FOLLOWS: - r.¢UES AND LARGER SHALL BE AT A MINIMUM OF LS INCHES BELOII , w (13 ] FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR.,WATER MAINS W 1 PAVEMENT LEVEL. - .ARE TO BC LOWERED TO CLEAR.ALL WATER MANS SHALL BE PRESSURE TESTED AID DISINFECTED IN 9. 0 1/2"-2"10%-20:o I 12. STORMDRAINAGE PIPE SHALL CONFORM TO THE FOLLOWING: Y'-4"20^. -40^.' ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON W Z W 4"-3"40%-70% AND THE W'ASHINGTON STATE HEALTH DEPARTMENT.ALL PRESSURE SJ A. GALVANIZED CORRUGATED STEEL PIPE(SEC.60-3.011 APWA);.064"MIN. TESTING SHALL 11E DONE IN THE PRESENCE OF A REPRESENTATIVE OF g„( � m ] THICKNESS TREATMENT PROTECTION(SEC.60-3.011 APWA). THE CITY OF RENTON. En 1- (n en z B. CORRUGATED ALUMINUM ALLOY PIPE(SEC.GO-3aG APWA)MIN.16 GA. A PRECONSTRUCTON CONFERENCE IS RE lUll''D r1D0R TO ANY Z "'� . W DETENTION FACILITY WILL REQUIRE HEAVIER GAUGE PIPE. CONSTRUCTION-A SUNIMUSI OF 3(THREE)WORKING DAYS NOTICE IS O REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE CB 13. GALVANIZED STEEL PIPE UTILIZED AS DETENTION FACILITIES SHALL HAVE PIECONSTRUCTION CONFERENCE A PERMIT INFORMATION SHEET M Z c5 Q MUST BE SUPPLIED TO THE UTILITY ENGINEERS OFFICE. TWENTY- :\SPHALT TREATMENT U1 OR BETTER INSIDE AND OUTSIDE. FOUR HOUR,NOTICE WILL BE REQUIRED PRIOR..TO STARTING NE'r SANITARY SEWER NOTES CONSTRUCTION. • ol U W u~i ` o� ? 14. EXCESS WATER -SHOULD WATER BE ENCOUNTERED DURING CONSTRUC- u. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL cy Z 0- �I -c' TION, 1T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ti lii c BEFORE CONSTRUCTION CONTINUES. O (•• •- z 1- ALL WORK AND MATERIALS SHALL CONFORM TO APWA/W'SDOT 1934 12. INSTALLATION OF CORPORATE STOPS,WATER SERVICES,LINES AND 0. a a METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, W 0 N 15. ISACKF. MATERIAL C TRACTOR S FROM THE TRENCH 6 UNSUITABLE FOR CONSTRUCTION. SPECFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL METER APPLICATIONS,CONSTRUCTION PERMITS,AND PAYMENT OF I LL m G IIACKF!LL,THE CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL. CONSTIi UCTtON. FEES HAVE BEEN.MADE TO THE CITY OF RENTON. 16. ALL TRENCH BACKFILL,STRUCTURAL FILL,AND EARTHWORK IN GENERAL 2. TEST OBSERVATION AND INSPECTION BY CITY OF RENTON. IS. ALL CONNECTION TO EXISTING STAINS TO nE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT':ET TAPS WHICH MAY .IC MADE BY APPROVED : D SHALL BE COMPACTED TO OF MAXIMUM DENSITY AS TESTED IN APPROVED WET TAP CONTRACTORS WITHI PRIOR APPROVAL OF FROM! ACCORDANCE WITH ASTMI -1357, EXCEPT IN PAVED AREAS WHERE 3. PRIOR TO BEGINNING WORK,ARRANGEMENTS SHALL BE MADE WITH THE CITY OF RENTON. ALL NECFSSMR I' EXCAVATION AND BACKFILL SHALL BE COMPACTED TO 90%OF MAXIMUM DENSITY U,P TO 6" CITY OF RENTON FOIL A PRE-CONSTRUCTION CONFERENCE TO BE MATERIALS TO BE SUPPLIED BY THE CONTRACTOR.AND IC ON-SITE BELOW SUBGRADE. THE 6"BELOW SUBGRADE IN PAVED AREAS SHALL BE ATTENDED BY THE CONTRACTOR, DISTRICT REPRESENTATIVES AND 1N11011 TO CITY NOTIr1CATIONS. PROJECT NO COMPACTED TO 95% OF MAXIMUM DENSITY AS TESTED IN ACCORDANCE OTHER REPRESENTATIVES OF INTERESTED UTILITIES. - Is. INSPECTION SILL RE ACCOMPLISHED EY A REPRESENTATIVE OF THE [' / d 86-70 WITH ASTM D-I557. CITY OF RENTON. IT SHALL TIC THE CONTRACTOR'S RESIONSIIETY , 4. LOCATION SHOWN OF EXISTING UTILITIES ARE APPROXIMATE ONLY TO NOTIFY THE UTILITY DEPARTMENT_L HOURS IN ADVANCE OF 17. ALL PARKING AREA PW/1 STANDARD CONSTRUCTION SHALL CONFORM TO AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO n:SCKEILLINC ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS CI Or r rffw PI)13LI��RECTOR DRAWN BY SECTION(5-02)OF THE APWA STANDARD SPECIFICATIONS. CERTIFY THE CORRECT LOCATIONS SO AS TO AVOID DAMAGE OR THE ENGINEERS cH\u sLER'.\,<.I1aLr nr.:\a'riCs. DISTURBANCE. :5. CONTRACTOR•TO IReVIDC PLUGS AND TEMPORARY SLOW-OFF DGS 18. CRUSHED ROCK USED FOR BASE AND/OR TOP COARSE MATERIAL SHALL ASSISIULILS re R TESTING ANL)PURITY ACCEPTANCE 1'111011 TO FINAL CONFORM TO SECTION(9-03.9)OF THE APWA STANDARD SPECIFICATIONS. 5. SIDE SEWER LOCATIONS TO BE VERIFIED IN THE FIELD PRIOR TO TIE-IN. ISSUE DATE CONSTRUCTION. 16. ALL JOINT RLSTIAINT SYSTEMS(SHACKLE RODS,NUTS,BOLTS,ETC., 12..12.-St. 19. ALL PARKING AREAS SHALL BE PAVED WITH CLASS B ASPHALT CONCRETE SHALL BE As MANUFACTURED BY THE s7AC. MIAsI:FncrwHNG CONFORMING TO SECTION(5-04)OF THE APWA STANDARD SPECS. 6. PRIOR TO CONSTRUCTING SEWER LINES, THE NECESSARY LOT COMPANY Or COLU.SIBUS OHIO DR LQUAL•APrROVCO IN WRITING BY _ CORNERS MUST BE SET. THE CITY CI,RENTON. LATEST REV 7. SIDE SEWERS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF 77. ASPHALT AS' CONCRETE STREET RAC SHALL BE MAW'CUT TO p p idSPHAL:DEPTH 1 OF RET STREET OIL MEAT STREETS MAY BE SPADE 5-12-87 _ CITY OF RENTON. ALL SIDE SEWER SHALL BE :\ MINIMUM 6" CET. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS. CUEB, DIAMETER PIPE AT A MINIMUM SLOPE OF 256. GUTTERS,AND DRIVEWAY APPROACHED SHALL BC I CLT TO A , MINIMUM. DEPTH OF TWO INCHES 012 (REMOVED TO.\N EXISTING EXP:\NSON JOINT. 3. ALL MANHOLES NOT IN PAVED 12/W TO HAVE LOCKING LIDS. I IS. A TEMPORARY COLD MIX ASPHALT PATCH III-ILL BC PLACED ON THE DC OF INITIAL EXCAVATION WITH PERMANENT,SCALED PATCH TO 9. SANITARY SEWER PIPE TO BE P.V.C.CONFORMING WITH ASTM D-3034 n PLACED,TO CITY OF RENTON POLICY,WITHIN TEN DAYS. GALL 012 SDR 35. PIPE BEDDING SHALL CONSIST OF COMPACTED FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. GRANULAR MATERIAL (PEA GRAVEL)A MINIMUM OF 6'BELOW THE TRENCHES WILL NOT RE LEFT OPEN OVER NIGHT WITHOUT PRIOR BOTTOM OF THE PIPE BELL AND A MINIMUM OF 6"ABOVE THE TOP OF WRITTEN APPROVAL of THE INSPECTOR.. HL///-//J/////1 THE PIPE BELL. 19. USE CITYH PROJECTS SCHE SUCH SAS TELEMETRY MPROV AREAS INC PVC DULE U USED SHALL BE SCHEDULE u0 IN UNIMPROVED AREAS\ND SCHEDULE 10. P.V.C.SEWER PIPES SHALL BE TESTED FOR DEFLECTION AS SPECIFIED SO UNDER DIEM)VCD AREAS.ALL CHEMICAL PROCESS LINES MII.ALL 3E SCHEDULE S4 PVC PIPE. IN SECTION(7-17.3(4)H). C 1] ( L1-903) (5-446) 1 CIVIL ENGINEERING AND 1piACi "gC 1. /31 EERII I C0 PA PLkA/N�N�ING CONSULTANTS narcion5 (YAUD LaL ttlOTt. 5-1Z LL•b9 I • DRAINAGE & GRADING NOTES TEMPORARY EROSION NOTES WATER NOTES WATER SERVICE TABLE I. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION USE UPC CHARTS NO.10-1(PAGE SI)AM NO.10-2(PAGE SR •�. " S .•)1j�� 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTON I. ALL TORE MATERIALS SHALL BE E CONFORMANCE OP ANCC WITH THt PRESSURE RANGE 60•PSI Y•^� SPECIFICATIONS. AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE STANDARDS AND SPECIFICATIONS OF THE CITY Or RENTON UTILITY iL"� FIELD AND OBSERVED DURING CONSTRUCTION. DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS HYDRAULIC GRADIENT a565 AND SPECIFICAN'IS.A SET OF APPROVED PLANS SHALL THE KEPT ON 2. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE SITE nT ALL T(YCS O.IUNG CONSTRUE:ION. 1 BEST INFORMATION AVAILABLE TO THE ENGINEER. IT SHALL BE THE 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST n D C D E F CHI CONTRAC(ORS RESPONSIBILITY TO LOCATE ANY EXISTING UTILITIES WHICH BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING 2- AVE HOURS OP MARK O THE STREET RIGHT-or-WAY SHALL St AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN UNITED TO 11:30 AM TO J:JO PM ON WEEKDAYS ONLY UNLESS CALICO E MAY CONFLICT WITH THE CONTRACTOR'S OPERATION,WHETHER SHOWN ON oTH¢RWTE APPROVED 1N WRITING BY THE DESIGN O+cmEEa AT z1s- THCPLAN50RN0T. WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL 2633.ALL STREET ROWRES.PARTIAL OR FULL.SHALL DE APPROVED 59-69 x-6s 62-70 33-v Jtas 49-55 13-60 ssn J7-n EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A THY THE.STREET SUPERINTENDENT 24 HOURS Iry ADVANCE. THE FIXTURE 3. THE CONTRACTOR SHALL NOTIFY EACH UTILITY AND COORDINATE HIS �- SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/Olt POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL AE UNITS 232 120 169 136 6S 102 la: 119 102 WORK SCHEDULE WITH THE CONSTRUCTION OF UNDERGROUND POWER, CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION NOTIFIED 2.HOURS IN ADVANCE. • TELEPHONE,AND GAS FACILITIES. HAS PASSED. THE IMPLEMENTATION,MAINTENANCE,REPLACEMENT ALL IODATIONS OF EXISTING unarms SHOWN ARC APPROXIMATE rTc METER&STREET AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS J. 5 AND IT SHALL DE THE CONTRACTORS RESPONSIBILITY TO VERITY THE "_Rv[CE SIIE 1-Ur l-t/r r r ,..,„,„, 1-1Ir t-1!r 1-t/r 1-Ur 4. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED BY OTHER SHALL BE THE RESPONSIBILITY OF THE PERMITTER. DISTURBANCE.AND CORRECT UTILITY LOON SO SO 05 TO3-H UR LDAMAGGRS,OR SLOG SUPPLY I/r 1 1/r SURFACE WATER MANAGEMENT METHODS FOR THE PREVENTION OF ONSITE 0w-.Iass15• SVG LINE sa r*Ur 1-Ur 1-I/r 1-1/r 1-1/l' 1-Vr L- EROSION AFTER THE COMPLETION OF CONSTRUCTION. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN 0 THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO 4. ALL WATER MAIN PIPE TO DL CEMENT LINED DUCTILE IRQ PIPE • " 0 5. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO-SEEDER, MEET ANTICIPATED SITE CONDITIONS.AS CONSTRUCTION PROGRESSES CONFORMING G TO si000 OOIl HAND C111 OR MATEST AL REVISION, OR AS OTHERWISE APPROVED BY CITY OF RENTON DEPT.OF PUBLIC WORKS. AND UNEXPECTED OP. SEASONAL CONDITIONS DICTATE, THE • SHALL CONFORM TO AW WA CEMENT OR LATEST REVISION.PIPE 10ETS ru C r TFIE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS PERMITTER SHOULD ANTICIPATE THAT MORE EROSION AND TO DC DOSH-0N OR MECHANICAL/DINT. BEDDING TO BE CLASS C. ' BEEN ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY OF SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE ALL DUCTILE IRON PIPE ESTALLCD SOUTH or SUNSET 000LCYARD I P.R. 57 yy C G, RENTON DEPT.OF PUBLIC WORKS. COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE B.MfmE WAY,SR 900)AND WEST Or SR 167(EAST VALLEY IRECWAYI F.U. 21 ORE SOILS OF MPH RESISTIVITY SHALL DC POLYETHYLENE WRAPPED M Is COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND PER AN'a/AWWAC1Gs- EWES rSTANDARDS. R" O N 6. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW F' _ THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPT.OF PUBLIC WORKS CONDITIONS THAT MAY BE CREATED BY 1115 ACTIVITIES AND TO 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL DE CEMENT LINED, 'Z, W CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM PRESSURE RATED AS NOTED ON PLANS,AND IN ACCORDANCE WITH 'ANSI/AV/WA/ C110/A31.I0 W O-S2- CEMENT LINING SHALL DE 1N N REQUIRE WRITTEN APPROVAL FROM THE PROPER•AGENCY,CURRENTLY REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT ACCORDANCE WITH ANSI/AV/WA C104/A21.6-SJ. IF FITTINGS ARE 1 a - THE CITY OF RENTON DEPT.OF PUBLIC WORKS. PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE I.1 C FITTINGS CHES TO IS iSHALES BC IN ACCIN ERDANNCC AD VIA.WRH•LTHER A1LIJAWWA SYSTEM. CIIIIOO1.1O-32 OR ANS HAWWA CISJ/A31.3.1. 1 INCH TO 12 INCH - 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR • CONSTRUCTION IS IN PROGRESS. 4. APPROVAL OF THIS PLAN 15 FOR EROSION/SEDIMENTATION CONTROL FLANGED IOINTS SHALL BF IN ACCORDANC1 WITH AN'SUAWCA ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE CHO/A21-1os2 OR A COMOIXATION OF ANSI/AW WA C110/A21.1012 AND 8. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY THE CITY OF DESIGN,SIZE NOR LOCATION OF PIPES,RESTILICTORS,CHANNELS OR ANRIIAW0n CI3SM21.53I"SUCH THAT THE PORTION Or THE FITTING WITH A MECHANICAL JOINTS),MAY DE IN ACCORDANCE WITH W • RENTON DEPT.OF PUBLIC WORKS DEVELOPMENT INSPECTION SELECTION DETENTION FACILITIES. AISI1000A C151/A21.513T AND THAT PORTION OF THE FITTING WITH W MUST BE CONTACTED (PHONE NO. 235-2540)FOR A PRE-CONSTRUCTION FLANGED ZOINTD)SHALL BE IN ACCORDANCE WITH A5SUAV/Wn MEETING. 5- IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE c110/A2.1E-s2. ACCEPTANCE TESTING IN ACCORDANCE WITH NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OIL SECTION 514.3 or ANSI/AV.C IIIA2L1Jt4 DR WITH SECTION 10-4-1 N W 9. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED MORE,ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH CO nIAATOO A C11ANS ITTE 0 THEALL BE OBTAINED BY THE 'LAIN( GI W CONTRACTOR AND TRANSMITTED TO THE.OWNER. 1-� TO THE STORM DRAINAGE SYSTEM,UNLESS OTHERWISE APPROVED BY THE MULCHING,GRASS PLANTING OR OTHER APPROVED EROSION CONTROL •V. 1�-1 05 DEPT-OF PUBLIC WORKS. TREATMENT.APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS GATE VALvo SHALL CONFORM TO A Wvn C3P0 AND SHALL DE IRON Q BODY,BRONZED-MOUNTED,DOUBLE DISC IT11 BRONZE EDGING r, O SEEDING ALONE AIRY SE ACCEPTABLE ONLY DURING THE MONTHS OF DEVICE AND o-IGHT STUFFING DON. VALVES SHALL DE DESIGNED 41 4 10. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCOR- APRIL THRU SEPTE.MIBER.INCLUSIVE. SEEDING MAY PROCEED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE DING TO WASH.STATE SPEC.7-02.3(1). THIS SHALL INCLUDE NECESSARY WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE,BUT MUST BE vALYCS SHALL BE CLOW LIST 14,MUELLER COMPANY NO.AD50,OR Al (7 • LEVELING OF THE TRENCH BOTTOM Oli THE TOP OF THE POUND,\PION AUGMENTED R'ITH MULCHING, NETTING, OR OTHER TREATMENT I T. E I SALVES Ir IN DIAMETER AND LETALI,SHALL DE _ MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIREDVALVE ASS IN A VAULT.SEE WATER STANDARD TION. DA 11•core [.( N O Q APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT OUTSIDE VALVE ASSEMBLY VAULT AND{•BYPASS INSTALLAHON. _I BEDDING MATERIAL TO UNIFORM GRADE 50 THAT TIRE ENTIRE LENGTH OF THE SPECIFIED TIME PERIOD. 2 (7( a H THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. NEC HYDRANTS SHALL BE COREY TYP WITH A E(OPENING WITH THE IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS.THE PRESSURE)CONFORMINGOESEGTOAWWn.-JM-SEAO0OLE INCH BATIONAL �H 3 W RE UIREMENTS FOR"GRAVEL BACKFILL FOR PIPE BEDDING',THE FIRST 6• SOIL ALL E EPTH E C EEDS 0 I C CONTROL PONDS A HERE TUM OF S A LLA•ARD 1 NCH[S,TT0 EES V.TH NOS,0.0.TH WILD NATIONAL Q STORAGE DEPTH EXCEEDS 4 INCHES,A FENCE AT A MINIMUM OF J 000 STANDARD T INCH,M)DEGREES V.THREADS,O.O.THREAD 45r1 AND Q a LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE FEET HIGH 15 REQUIRED. OOT DIAMIETER44263,I.1/r PENTAGON OPERATING NUT OPENED DY BOTTOM OF THE TRENCH IS LOOSENED,REGRADED AND COMPACTED TO Q TURNING COUNTER CLOCKIVISE ESTn CJ FORMA DENSE UNYIELDING BASE. 7. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE S. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A M AIN IS DI I REQUIRED,SHALL BE OF SOUND QUARRY ROCIE TO A DEPTH OF I COVER.Or 16 INCHES BELOW FINISH GRADE.. ALL WATER MAIN 12 U/ F FOOT.ROCK AGGREGATE TO BE AS FOLLOWS: INCHES AND LARGER HULL BE AT A MINIMUM of 45 INCHES UELOW 10 II. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,Wn2ER BRAINS PAVEMENT LEVEL ARE TO DC LOWERED TO CLEAR- r, N 0 l/2" 2' .n 10^v-20 9. ALL WATER MAINS SHALL BE PRESSUaL TESTED AND OSINFLCRED 4'TH 12. STORM DRAINAGE PIPE SHALL CONFORM TO THE FOLLOWING: "N G: Y'-4^20 -40% ACCORDANCE WI THE SPECIFICATIONS OF THE CITY OF RENTON 1'•"rT, I Z W 4"-S"40%-70% AND THE WASHINGTON STATE HEALTH DEPARTMENT.ALL PRESSURE �FY,// .� W A. GALVANIZED CORRUGATED STEEL PIPE(SEC.60-3.011 APWA);.064"MIN. - TESTING SHALL DL DONE EN THE PRESENCE OP A REPRESENTATIVE OF }1y - m ] THICKNESS TREATMENT PROTECTION(SEC.60-3.011 APWA). THE CITY Or RENTON. • l%7 r, F• OS 2 2 B. CORRUGATED ALUMINUM ALLOY PIPE(SEC.60-3.013 APWA)MIN.16 GA. IBA A PRECONSTUURION COSP000NCA IS CQNISO PRIOR:O ANY .Q V W DETENTION FACILITY WILL REQUIRE HEAVIER GAUGE PIPE. CONSTRUCTION.A 50NIAIUAI OF)(THREE)WORKING DAYS NOTICE IS N IS REQUIRED roll SCHEDULING. PRIOR TO SCHEDULE. THE 13. GALVANIZED STEEL PIPE UTILIZED AS DETENTION FACILITIES SHALL HAVE PRECONSSRUCTION CONFERENCE A PERMIT INFORMATION SHEET F 1�, y = ,a • MUST DC SUPPLIED TO THE UTILITY ENGINEERS OFFICE. TWENTY- 14' W ASPHALT TREATMENT El OR BETTER INSIDE AND OUTSIDE. FOUR HOUR NOTICE WILL DE REQUIRED PRIOR To STARTING NEW .. ,l H V HO Z ��VT CONSTRUCTION. V W y Q 0 Q Ill. EXCESS WATER-SHOULD WATER BE ENCOUNTERED DURING CONSTC.UC- SANITARY SEWER NOTES IR- IT SHALL DE SI. CONTRACTORS RESPONSIBILITY TO SECURE ALL TION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REWRITER NECESSARY PEI.AIT3 PRIOR TO STARTING CONSTRUCTION. w a a v BEFORE CONSTRUCTION CONTINUES. -U C cc . z • I. ALL WORK AND MATERIALS SHALL CONFORM TO APWA/WSDOT 1984 12. INSTALLATION OF CORPORATE STOPS,WATER SERVICES,LINES AND y,�( IS. WHERE MATERIAL EXCAVATED.FROM THE TRENCH IS UNSUITABLE FOR STANDARD SPECFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL ETER APPLICATIONS•coOSTauTTION rutLUT.,AND ISAYSID7 of METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, a W FL' 0 i Q P CI BACKFILL,THE CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL. CONSTRUCTION. FEES HAYS OWN MADE TO THE CITY of RENTON. EA W 16. ALL TRENCH BACKFILL,STRUCTURAL FILL,AND EARTHWORK IN GENERAL 2. TEST OBSERVATION AND INSPECTION BY CITY OF RENTON. O. ALL CONNECTION TO EXISTUG MAINS TO IX ACCOMPLISHED BY THE CITY OF RENTON,EXCEPT WCT TAM WHICH MAY DE MADE DY APPROVED= SHALL BE COMPACTED 70 90% OF MAXIMUM DENSITY AS TESTED IN CITY WCT TAP CONTRACTORS WITH PRIOR APPROVAL of FROM ACCORDANCE WITH ASTM D-1557, EXCEPT IN PAVED AREAS WHERE 3. PRIOR TO BEGINNING WORK,ARONSTRUCNTS SHALL BE MADE WITH THE CITY Of RENTON. ALL NECESSARY EXCAVATION AND BACkFIL.SHALL BE THE 6"COMPACTED TO 906E OF MAXIMUM DENSITY UP TO 6" CITY OF RENTON FOR A PRE-CONSTRUCTION CONFERENCE TO BE 14 MATERIALS TO De SUPPLIED BY THE CONTRACTOR AND BE ON-SITE _ PROJECT NO BELOW SUBCRADE. THE 6"BELOW SUBGRADE IN PAVED AREAS SHALL BE ATTENDED BY THE CONTRACTOR,DISTRICT REPRESENTATIVES AND PRIOR TO CITY NOTIFICATIONS. COMPACTED TO 95%OF MAXIMUM DENSITY AS TESTED IN ACCORDANCE OTHER REPRESENTATIVES OF INTERESTED UTILITIES. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE 66-70 • WITH ASTM D-I537. CITY OF RENTON.IT SHALL DC T.CONTRACTORS RESPONSIBILITY e 7.0 6/a/a 4. LOCATION SHOWN OF EXISTING UTILITIES ARE APPROXIMATE ONLY 7O NOTIFY THE UTILITY DEPARTMENT 14 VOLTS IN ADVANCE OF AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BOCKFlLLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS CITY OF RDIR:t1 psj jO 1f5 DRECTOR DOT{ DRAWN BY 17. ALL PARKING AREA SUBGRADE CONSTRUCTION SHALL CONFORM TO THE ENGINEERS SHALL KEEP AS-BUILT DRAWINGS. SECTION(5-02)OF THE APWA STANDARD SPECIFICATIONS. CERTIFY THE CORRECT LOCATIONS 50 AS TO AVOID DAMAGE OR DGS DISTURBANCE. 15. CONTRACTOR TO now. PLUGS AND TESIPOIARY BLOW-Orr ' IS. CRUSHED ROCK USED FOR BASE AND/OR TOP COARSE MATERIAL SHALL ASSEMBLIES ron TESTED AND PURITY ACCEPTANCE PRIOR TO SEAL CONFORM TO SECTION(9-03.91 OF THE APWA STANDARD SPECIFICATIONS. 5. SIDE SEWER LOCATIONS TO BE VERIFIED IN THE FIELD PRIOR TO TIE.1N ISSUE DATE1XII CONSTRUCTION. IE. ALL JOINT RESTRAINT SL'ST000 SHACKLE RODS,NUTS.DOLTS,ETC.) 12-I Z-y1p 19. ALL PARKING AREAS SHALL BE PAVED WITH CLASS B ASPHALT CONCRETE SHALL DC AS MANUFACTURED BY THE STAR MANUFACTURING CONFORMING TO SECTION(5-04)OF THE APWA STANDARD SPECS. b. PRIOR TO CONSTRUCTING SEWER LINES, THE NECESSARY LOT COMPANY or COLUMBUS 0010 OR CQUAL•ADPROVCD IN WRITING DY CORNERS MUST BE SET. THE CITY OF RENTON. LATEST REV - 17. ASPHALT AND CONCRETE STREET PAVING SHALL DC SAE'CUT TO A • S-IZ-67 7. SIDE SEWERS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF MINIMUM DEPTH Of TOO INCHES.OR MAT STREETS MAY BE SPADE CITY OF RENTON. ALL SIDE SEWER SHALE BE A MINIMUM 6" CUT. ALL SURFACE CONCRETE,PAVEMENT,SIDEWALKS,COOS, DIAMETER PIPE AT A MLNIMUAI SLOPE OF 2%. CUTTERS.AND DRIVEWAY APPROACHES SHALL DC SAWCUT TO A. MINIMUM DEPTH OF T.INCHES OR REMOVED TO AN EXISTING EXPANSION 1131.72. 8. ALL MANHOLES NOT IN PAVED R/W TO HAVE LOCKING LIDS. ) IS. A TEMPORARY COLD MIX ASPHALT PATCH SHALL DE PLACED ex THE ' DAY OF INITIAL EXCAVATION WITH A PERMANENT,SCALED PATCH TO 9. SANITARY SEWER PIPE TO BE P.V.C.CONFORMING WITH ASTM D-3034 BE PLACED,TO CITY OF RENTON POLICY,WITHIN TEN DAYS. CALL , OR SDR 35. PIPE BEDDING SHALL CONSIST OF COMPACTED FOP. BGFAD1.SU INSPECTION PRIOR TO PLACEMENT Of FINAL PATCH. GRANULAR MATERIAL(PEA GRAVEL)A MINIMUM OF 6"BELOW THE TRENCHES ENCHES WILL NOT DC LEFT OPEN OVER NIGHT WITHOUT PRIOR BOTTOM OF THE PIPE BELL AND A MINIMUM OF 6"ABOVE THE TOP OF AMITIES]APPROVAL OF THE A INSPECTOR. .J C �/THE PIPE BELL. 19. FOR CITY LB E SCHE SUCH0 I TELEMETRY D AREAS A THE CHE PILE /u/// - --- - USCO SHALL DE SCHEDULE 601E UNIMPROVED ARCS AND SCHEDULE • 10. P.V.C.SEWER PIPES SHALL BE TESTED FOR DEFLECTION AS SPECIFIED 5O UNDER IMPROVED AREAS.ALL CH0AOCAL PROCESS LEGS SHALL OC IN SECTION(7-17.3(4)H). CHE0ULE.0 PVC PIPE. (W-9o3) (S-446) ( rifCIFIC ENGINEERING COMPANY CIVIL P ANNINGICONSULTANTS ,,..3� • • REVISIONS ,REVISED DETAILS NI,549 5-12-57 LEL REVISED DETRR.49 3-30•D8DJI1 - WIDTH OP hEIL CF34Ef1T ',lit• -- U(TRUDEO EQUAL HEIGHT OF ROLK2PLY I�/�/Jb� f Fv•: CAfCJ;F-TE CURB A� } 2°AC. PA1tEF1EfIT /f -. .-'1114�I' • 2+I MAXIMUM"..LOPE FOR WHERE REQUIRED BY SOILS fNUTE: LTYP.J �gpl t I- ; �',-•�-°.'.�.' DENSE UNDISTURBED Z ENGINEER COMPACT THE ACTIVE u7ks'9 •.•Fri -.'�i`. SOILS ON_Y Ivy= WEDGE(45°FROM BOTTOM OF FILTER ROCK BEHIND ROCKERY SHALL CONSIST OF CRUSHED ANGULAR ROCK WITH 3°MAXIMUM •---777---rrr • if JtCA1+LMb: , , RI ROCNERY)TD 95%,ASTM-D-iS57-TO SIZE. FILTER LAYER SHOULD BE NO GREATER THAN 12•IN THICKNESS. 4°NIN.PERF. 7 - sJ'-: C.,ripALTED a y ---LELA1•7-•----DCYR� 1.2 � � WITHGRANULAR PI7 RUN MATERIAL I P r, I , �--- SOIL cerienrR�Kf11Y-DCTpQJI,e,1 H()Tlf EelII1(MAXI ✓." PY[BEHIND ROCKERY. E '`''1 J I- _I (iCyIP1JeD(ltlbp pRGHP1SP9Y pPPfiWm.GRpdt .Y6Jy, DEFINIT_ON r vb //v pct`1� /) r ATYP-b°4FFOJ 5HZCT5 C•3 T C•4 H4 Y0 1 71 R17 D a)ID y� / s FILTER ROCK(SEE NOTE RIGHT) • - ,32 7 , w --"9 I LAYPJ�L moo To 00 BI 0000ACQMCC LJF1 THE m • .�0 4 MAN ROCK°3000F-34007 , I - -- 500x MIRAFI O `r°Q• 6 MAN ROCK=420D,-4E00. -//fir `L' ►AVE PII.rER Rcr.K G� nKAL.REPORT CORD C,DFLCMEERBIa Z J c:•�•.+_ 4"OIA.PERFORATED P.V.C.PIPE FULL • ' N / • Lr LENGTH OF ROCKERY(ALTERNATE. E A(11 �i--- I"� 1 CAO API'ROVP� co y k - = 8y 501Lh E11C.11CtRJ -1 W ,1,_. DAYLIGHT TO FlNISHED GRADE) Jm I W - U - ' c..• eli1_ THE FACE OF THE ROCKERY WALL SHALL BE INSTALLED WITH A SMOOTH FACE. R_ t""- Tj' W W O,r¢ ! 4= / 2. THE LONG DIMENSION OF THE ROCKS SFUILL E%TEIID IN70 THE F11RTH TD PROVIDE �q '0 4171�'�I�ai �{p H y sz. , / MAXIMUM STABILITY. C7 04 6 ��, / •'', Ela1�4�ry+,' 6.OIA.PERFORATED Pte PIPE .2+ Nip aBI / 3. THE ROCK SHALL BE PUKED SO AS TO LOCK INTO 2 ROCKS IN THE COMER T1R. 3fai .f- , .PPULL[.EIYGTH OP RtXKFRY 43° 4. CALL FOR INSPECTION PP.IDR TO EASE COURSE REINS PLACED(FOR YERFICATION OF _ • a ,,,,a,"/�� .:1-/ ROCKERY HEIGHT,FOUNDATION MATERIAL.AND ROCK SIZE). •"`"//11.1:' r PIL7GER ORA.11-MIRAPI'WRAFPCD n . 1T - 5.' THE ROCKS SHALL BE HARD,SOUND.DURABLE,FREE OF SEAMS AND CRACKS AND CUT IN F`. ',-0 cf�+y^.=.ZT FRCE-PRA)f111Y6 FILTER ROCK d CUBICAL SHAPES. ROCK DENSITY SHOULD BE MINIMUM OF 1659/[F5. f? A A " ' r. aN I /' ,1- I`. i. E, t9' PPA1115 TO(SE II HIGH, Lr WIOC . -f. U�jis 71GNTLINE TO STORM a'I��Ojno GV�8 TO PX16 C ak)IDTH GeOTPf}{CO(ZUl7at1t5(Td7-51°Ib) Q N . N- SYSTEM AS REQUIRED EEL- E.. N Pa* 1.5.MIN. AT If1TLRevi OP p' rzZ 4 on GPlITCR a N ROCKERY IN CUT ROCKERY NOTES ROCKERY IN FILL L31 • °MVELLER° CENTURION(BRONZESUBSEAT) m OR DRESSER MNH STYLE 129 6"FIRE NYC: :hTfA_ 163�5711RE0 II VV=WEI m !1 PUMPERHOSE-4°SEATTLE STD.THREAD. wNux YTTIE, CEMENT COLLAR 1� g° PORTS-21/2°(N5T): • ID DWI. ',MID D • :!iRD6 _ -1 E"I m m WIDTH VARIES (`s .'1p_m ...;�.•.�4'. 'u:,,C' Z _ ct . FINISHED GRADE L TO BE DETERMINED IN FIELD CAST IRON VALVE BOX - :.I:,B • 9 W O WITH IB'UPPEA CASTING T[VST COCK a•conacre ••'ll -- I. tfT1O1R F.• 7L'O�NL_ I- I. -�d FOR GRADE ADJUSTMENT E, - �.� �� •.• CCAwly - ' O N I= = E l,a MEMO an moo :=a.....;,..sl„�, 1, ARE, z 0 x 0 -W -I IYFlCAL 5ECTIUI RYE SDuc'90'E vhiry 'T�' QI w ::::::::::::i_252r4"3211- 2 rl f, ,=ALL YITTIRG9 ARC TO WAVG TNINUST DL000MG. • = fI - N�1L IHILPOURED IN PLACE • ARG'T05C 1'dU�D 1 RACE. C4'IiTQE ADC. ¢ _ I/= I 7 NTH _ • NLPLACEOCK UR�i LLBDT.H'SIOESDS - 44 4 • T _ j1� 1_I�, 17 v► •t�til LAFECTNE OP.ARIIIG ARfA RP.3'UIRGD i,� y ]D -,1 I' �W a Ie"al9".4°CONC. ' L PIPE S¢C 90'ELL 4W EIL SOC Cu. TEC A5 SHOWN -.. I 1. 1 BLOCK OR SUITABLE T E B' T SUM _4°A.FE 2R1.TT. Y50.JT. c4 4.4 m IN PLANS a 1 a'' • 1 6"GATE VALVE,FL MJ - - - T U ,U P, a° EXCAVATE TO INDICATED IT" V.5favT. 9 WE 457,f1. 115OfF. /�.4./ Z t- w L_1. e••o�DIMENSIONS(2%2+44.44) K." 26'S2PE 553.D. 6°05IT. 2081.R. ►y 5 . 3 40"SQUA AND FILL WITH I°TO3 GRAVEL T IA e �_ RE� BOIL WW1 fa WOE B WW1 WA PSI BCARH18 5?L11GTH . V 7 Z m Q V DITCH FIRE HYDRANT i-. TYPICAL THRUST-BLOCK INSTALLATION • W ai l o 2 IIOTE:PAVEMEPif PATCH DETAIL TYPICAL TO ALL.OTIUTY TRET1CHE3 ACK055 1 H8N+DIJE.I1E. ''j LL d =', cQ MANHOLES MAY BE COVERED WITH E - O id Ti EITHER A FLAT SLAB OR REDUCING CONES,ECCENTRIC.AS DRAWN OR III - • CDt CONCENTRIC. -A • ASPHALTIC mem OR woman W 0 1O a 0 _� 9 S00GUT EIISTIRI,AC.OVERLAYS— PLANT MIX REPLACEMENTPATCH. SMALL ADJUSTMENTS i0 GRADE 4'DECK PROM ME 0 TACI1CH SRWCUT EDl,GS ARE NAO.WITH 4"M.H.BLOCK 1� 8tl8BB OR 2'x4 ze"GONG BRICK y4 RCHOVE IXRfOA.ASPHaLi. TAR Seal 11LOMy SaWCUTS PROJECT NO. �P�- AREA 70 De I,00)111f)DOWN AS SHOWN WNW.WIDTH) 86-70 HOLES IN PRECAST PIPE Ir-f 50 THAT JOBITS ON THE P(ITCI7 -REteftr soma APPROVED: • ARE 4'LARGT ASER DIRECTEDEB STRAIGHT SECTIONS ARE 3 33�4 MIN. 51zE A B C D E I L an BC�P SEi.L27.a.. • .... - ��`="�DYEP�LaY(2`p.L`)aa DRAWN BY.. ARE 4'LARGER THAN ; AVAILABLE IN HEIGHTS OF PIPE O.D. . THRU 4 I 5.4 MAX. t +, 2 4'�i 4 V4 6 2 3t4 6 Y4 2'V2 ��.�------- JFT 49 MANHOLES WILL maawaaaaaaaa aaa .a _ • : 'u..�:_-1- ACCEPT PIPE TO 2I" I D05L A.C.PAIL a R I_, e:• '..,. P- i-+i ISSUE GATE 1.11.4.-0, 3 fi 5 t2 7 3 7 Y2 3 Y2 � _ '�:T .: �1.a-,.�ti..� EXI$TI('Hf Z°a.C.a 4 6 Yz fi TVz a e a _ ••�., EXISTIN,Df15G CRY OP tiFJ'ITCfI PUBLIC WORKS DATE._ Jl y V 6•aSEVALTTREATED mecfaID) ..:i. DIP:fC(OR .... . �_ D -5 B,z a 91a a Io fi ll::•"::�•y CAMPACTD)TRENCH DACKPILL. LATEST REV HAND FORMED CHANNEL 6 8^4 e 9 ka 4 10 fi a CONCRETE FILLER t 1%a"E),DR; C-)CRUSHEDECK. • SIZE'I MOTE THIS DLTRIL APPLIES O()LY FOR MOTE+ALL TRENCHES TO DE BfYJCPILLED ZINC HATCH EXISTIM11 NVEI1aITT SECTION - I---C CLP11IIOUTs III PBVED AREAS. LATH CRUSHED ROCK AND C'(1)PIE)ED OR USE THE PaLLOwe1L,PY¢III•WMS+ I tt]55%HAXIPIlIH unary. (L)2'IMAMS CLASS D RC.,- b"DEEM AM,CRUSH ROCK CJACEtEL. SANITARY SEWER MANHOLE'- 45• 7� - SANITARY SEWER SIDE SERVICE CLEANOUTI 8) PAVEMENT PATCH (9J ff- O (CW I eDACIFIC I NGINEERING COMPANY �:1L1N4 DE NG IcoNsu��,N�-S . I LEA—ME He•€T —1 Gig b ,,z . 3;. -awns,' T V6ID EIER2L.3,ADDED DETAA.'I. 5-IZ-01 LL7. - . EL-EV ELEV. f5 ' L� • DRIVE wqC _AfGTLIYa {�— SPIRT R CARPORT Qz0_ i� flnKwev GRADE RHYMED' ive TN GRADE WORRY I —EXITING GRADe . AVl.n.e. _ I co 1Q7—GRCCR P- 6, qOa I .. '- �s N c, CO 17- CC W MO _ ----- J 1' Is. Exnnn4 4R.AoeJ a 4 r�— • a ma' TAM( n C n O N a za 40 La $0 loa 120 0 20 40 4o 60 100 120 140 I(.0 • E4 S • DiST. DI•sT. W N X-SECTION A-A X-SECTION B-B • (i� a •CAR. BLDG SL0.4. in eLEV 'FORT D ELEV. F1 DRIVEN ORME 0 URPoRT G n'RI Z Q EXISTII4 ' 440 • 440— GRADE W O 3 — I o a „I< I- 420 / FIn SHED 420— ✓Jb TM /I/ FIn SFIED W EX 4RADE suE nG GRAM OR < Q GRADE �y_- —a-•y Q . 400 M.DIAI'1 400_ y I y I-DETerMOR All 7 TARR h�1 0 c-c 0-0 W a 0 • APPROVED: W z 19 • a 7 m 3 a zo 40 60 e,o ioo 120 o zo 40 60 CO 100 120 140 ILO U h.m a W 015T PIT 2 3 a ' X-SECTION C-C [3 X-SECTION D-D (a` , ��,�! /�,, >+ y W ^ . COY CP RULTaT PIIBLJL�'L1DRY5 DATE Z w i o Z BLP,. SQL TIDINGS PER ALDIVIDUAL RUM Or.PIPE DQiFLTOR Z 0: - U Q U. - Ai 2 eLev I - UPON TCSTINL1 CorraTIon •I•ADAPTOR-MJ(TO '' O ° V . PROUIDCZnIruu(T1T)(LCnym . I-C.LPWC,-MJ(TV)) ►�1i a a . TO FIE) 1-z"W/COric.OLOCKInA1 _ n O • 1-C.I.501.ID 5LECVC(TYP) I-2"BLOW-OFF A95Y M �^ PROJECT NO 44o EXISTING GRADE I-C.I.PLUG(TYP) _„�FInI5RED GRADE �'W/ConC.BLOCKIn4 08,-7Q I/" i/',/i/ii»ii'i 'ii/,//I TEMP Z.6LOW-Orr -0 20 1' I'DP FREEBOARD DJHiRDW ELEVAfron . WN BY I Z PUbLIC ROADWAY • JFT . . • iM-d r 138"OR 5R 90o �' i'�ii.11 , -" IUD DP5Gn DEpM A5 APPLICABLE ISSUE GATE 4Cb a &1v° u- -s't- '_.* ft71D�� _ VERTICAL SCALE: T-20' 12-12-85 -.-Tz,, • HORIZONTAL SCALE: T-20' LATEST REV. ..e 'MOTE: 5-IZ-84 -e— B'Ctir POND I 10 WAND ROCK CIATALL (1%'MAfUS) CONTRACTOR OP MOUE STREETS TO OPEN CUT ALL WATER CRO5511•145(3 TOTAL). AFTER IN5TALLINL4 WATER MAIN AC151155 ROADWAY, TI.II5 SECTION OP MAIN TO OE 0 20 40 CO CO 100 zo 0°PERFORATED b'.9D'CRP PRESSURE AND PURITY TESTED. PROVIDE TEMPORARY E.OLOW-OPP (OR ELU5UINy 1 Dror CMP RSCR ELBOW 111 O MUHL,. 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