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Home My WebLink AboutzS-0509SetII Q V N m I o- N I N 0 0 0 0 5 T ONA TACOMA F ® KING CO. LOCATION MAP '� St SE BOM 5! PMY F J�ViI�LI // wT QEUC g yM y� pm I wY O67t Pxx � n 78M nj6 xv g 276 =r PROJECT L01 W MM n If zm sr '� x ❑� L5tl .: IF 2NO SE, Y,OOMP. 1d4t K lid R11 and K lid Sr ING GGUxIY �� r�YTa+ an uYlts �Y 1aA x1 If 'x[,Pn Sf a IIIf11uII�I!II O "" I (� a I uL n J `� LLLIII ,� g m,>" =0i til vuM I nn st L p XE IOM ®rt iqn Cf �(�` —+U QIdR Y 1L1IIM K IOM H4A �� ,OM St sE I,SM Sr m g nan sr D . x[ CM1 5f Gm I g �� rtYn is IE ]M 0. �k IE dMft �� a xs dm sr Q F R 0- Z, VICINITY MAP SCALE: 1' =1600' :ATION INDEX OF DRAWINGS REVIEWED FOR COMPLIANCE WITH CITY STANDARDS PLAN REVIEW 'W_/_/ `a 4. � DATE 10181513 WASTEWATER UTILITY SHEET NO. DRAWING TITLE SHEET NO. DRAWING TITLE 1 LOCATION, VICINITY AND KEY MAPS — INDEX OF DRAWINGS 11 PLAN AND PROFILE — NE 21ST ST 2 ABBREVIATIONS 12 PLAN AND PROFILE — NE 21ST ST 3 SYMBOLS AND DESIGNATIONS — SURVEY CONTROL 1; PLAN AND PROFILE — QUEEN AVE NE 4 MANHOLE AND TRENCH SECTION DETAILS 14 PLAN AND PROFILE — NE 22ND PL 5 TYPICAL SECTIONS AND DETAILS 15 PLAN AND PROFILE — NE 22ND PL 6 MISCELLANEOUS DETAILS 16 PLAN AND PROFILE — REDMOND AVE NE 7 PLAN AND PROFILE — HONEY CREEK RAVINE 17 PLAN AND PROFILE — NE 22ND ST REVIEWED FOR COMPLIANCE WITH CITY STANDARDS PLAN REVIEW 'W_/_/ `a 4. � DATE 10181513 WASTEWATER UTILITY DATE UTILITY SYSTEMS MANAGER DATE MAINTENANCE SERVICES MANAGER DATE ITON ES Y ES 8 PLAN AND PROFILE — HONEY CREEK RAVINE 18 PLAN AND PROFILE — NE 22ND ST — CITY OF RENTON 9 PLAN AND PROFILE — NE 21ST ST 19 PLAN AND PROFILE — REDMOND AVE NE DIEPARTMk ^,NT OF PLJHL.IC WORKS 10 PLAN AND PROFILE — NE 21ST ST SIERRA HEIGHTS LOCATION, \ACINITY AND KEY MAPS INDEX OF DRAWINGS Q�p o UU r Caldwell 1 GEN. REV. RBG MVO 2 92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137G001 AS —BUILT INFORfoATION PROVIDED Consultants DRAWN: CADD TEAM SCALE: AS NOTED FIELD BOOK: PAGE: BY INCA ENGINEERS, INC. CHECKED: B. GATZ ROBERT S. CUSTER 1111WJM Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: SHEET: 1 OF: 19 0 a N M I a N 01 O 3 O N 0 0 u n iG A AMPERE CND CONDUIT F FAHRENHEIR, FACE, FUSE(D), FAN iCN INCINERATOR OA OVERALL RO ROUGH OPENINGS UG UNDERGROUND AB ANCHOR BOLT CNTL CONTROL FA FOUL AIR ID INSIDE DIAMETER OAI OUTSIDE AIR INTAKE RP RADIUS POINT UH UNIT HEATER AC ASPHALTIC CONCRETE, ACQUST:C CO CLEANOUT FAB FABRICATE(D), FABRICATION IF INSIDE FACE OB OPPOSED BLADE RPM REVOLUTIONS PER MINUTE UL ULTIMATE LOAD A/C AIR CONDITIONING CO2 CARBON DIOXIDE FAI FRESH AIR INTAKE IL INDICATING LAMP OC ON CENTERS RR RAILROAD UN UNION ACC AREA CONTROL CENTER COD CHEMICAL OXYGEN DEMAND FB FLAT BAR, FLOOR BEAM IN INCH OD OUTSIDE AIR DIAMETER RT RIGHT U/P UTILITY POLE ACOU ACOUSTIC COF COOLING AIR FAN FC FAIL CLOSED INF INFLUENT OF OUTSIDE FACE RTRP REINFORCED THERMOSET PLASTIC UPS UNINTERRUPTIBLE POWER SUPPLY ACP ASBESTOS CEMENT PIPE COL COLUMN, COLLECTION FCL FREE CHLORINE INSUL INSULATE(D), INSULATION OH OVERHEAD RTU REMOTE TERMINAL UNIT US UTILITY STATION ADD ADDITION(AL) COM COMMINUTOR FCO FLOOR CLEANOUT INST INSTANTANEOUS OL OVERLOAD RV RELIEF VALVE U/S UNDERSIDE ADJ ADJUSTABLE COMPT COMPARTMENT FCR FINE CRUSHED ROCK INT INTERIOR 0/0 OUT TO OUT R/W RIGHT OF WAY USS UNIT SUBSTATION ADPT ADAPTER CON CONVEYOR FD FLOOR DRAIN INTER iNTERMEDIATE OPNG OPENING RWL RAINWATER LEADER AF AIR FILTER CONC CONCRETE, CONCENTRIC FDC FLEXIBLE DUCT CONNECTOR INTLK INTERLOCK ORF ODOR REMOVAL FILTER RWP RAINWATER PIPE AHU AIR HANDLING UNIT COND CONDUCTOR, CONDENSATE FDR FEEDER INV INVERT, INVERT ELEVATION ORP OXIDATION REDUCTION POTENTIAL V VALVE,VENT, VOLTS, VERTICAL AL ALUMINUM, ALUM CONF CONFERENCE FE FLOWMETER INV EL INVERT ELEVATION ORT ODOR REDUCTION TOWER VAC VACUUM, VOLTS ALTERNATING ALT ALTERNATE CONN CONNECTION FF FLAT FA.CAE IT INSTRUMENT TAP OSA OUTSIDE AIR CURRENT ALUM ALUMINUM SULFATE, ALUMINUM CONT CONTINUOUS F/F FACE TO FACE OSC ODOR SCRUBBER S SOUTH, SOLENOID VALVE SLOPE VAR VARIES, VARIABLE AMB AMBIENT CONTD CONTINUED FH FIRE HYDRANT, FLATHEAD SA SUPPLY AIR VB VALVE BOX AMD AIR MONITORING DEVICE CONST CONSTRUCTION FHD FLATHEAD SB SIGNAL BOX VC VERTICAL CURVE ANC ANCHOR CP COMPRESSOR, CENTER POINT FIN FINISHED JB JUNCTION BOX P PUMP, PAVEMENT ELEVATION SCD SCRUBBER DRAIN VCP VITRIFIED CLAY PIPE APPX APPROXIMATELY) CPLG COUPLING FL FLOOR, FLOW LINE JCT JUNCTION PAR PARALLEL, PARAGRAPH SCFM STANDARD CUBIC FEET PER MINUTE VD VOLUME DAMPER AR AIR RETURN CPVC CHLORINATED POLYVINYL CHLORIDE FLC FLOCCULATOR JST JOIST PBE PLAIN BOTH ENDS SCH SCHEDULE VDC VOLTS DIRECT CURRENT ARCH ARCHITECTURAL CR CONDUIT RACK FLEX FLEXIBLE JT JOINT PC PIPE COUPLING, PRECAST, PIECE SCR'D SCREWED VERT(S) VERTICAL(S) AS AIR SUPPLY CRF CHEMICAL FEEDER FLG('D) FLANGE(D), FLAP GATE POINT OF CURVATURE SD SPUTTER DAMPER, SMOKE DETECTOR, VFT VACUUM FILTER ASSY ASSEMBLY CRN CRANE FLP FLUID POWER UNIT P/C PLAIN CONCRETE (NO SANITARY DRAIN, STORM DRAIN VP VAPOR PRESSURE, VACUUM PUMP ATM ATMOSPHERE CREJ CORRUGATED RUBBER EXPANSION FLR FLOOR K KIP (1,000 POUNDS) REINFORCING STEEL) SE SOUTHEAST VPL VERTICAL POINT OF INTERSECTION AUTO AUTOMATIC JOINT FLT FILTER KV KLOVOLT PCC PLANT CONTROL CENTER SEC SECOND VSC VARIABLE SPEED COUPLING AUX AUXILIARY CSD CEILING SUPPLY DIFFUSER FM FORCE MAIN KVA KILOVOLT AMPERE PCHV PINCH VALVE SECT SECTION VTR VENT THROUGH ROOF AV ANGLE VALVE CT CERAMIC TILE FMH FLEXIBLE METAL HOSE KVAR KILOVAR PCP PLAIN CONCRETE PIPE SEL SELECTOR VV VARIABLE VOLUME BOX AVE AVENUE CTF CENTRIFUGE FMX FLASH MIXER KW KILOWATT PCs PIECES SEP SEPARATOR CTR CENTER FND FOUNDATION PC -T PIPE COUPLING TO TAKE TENSION SG SUPPLY GRILLE, SLUICE GATE CU CONTROL UNIT, COPPER FO FAIL OPEN PCU PHOTOELECTRIC CONTROL SHT SHEET W WEXT, WIDE, WOOD, WOMENS, CV CONTROL VALVE FOB FLAT ON BOTTOM PE PLAIN END SI SPEED INCREASER WASHER, WEST C/W COMPLETE WITH FOT FLAT ON TOP LAM LAMINATE(D) P/E PNEUMATIC /ELECTRIC SIM SIMILAR W/ WI11H CYL CYLINDER FP FILTER PRESS EAT LEAVING AIR TEMPERATURE PEN PENETRATION SL SLOPE WC WATER COLUMN FPC FLEXIBLE PIPE COUPLING LATERAL, LATITUDE PERF PERFORATED SLG SLIDE GATE WCO WALL CLEANOUT BAC BACTERIOLOGICAL FPC -T FPC TO TAKE TENSION LB POUND(S) PF POWER FACTOR SN SCREEN WD WOOD BBE BEVEL BOTH ENDS FPM FEET PER MINUTE LEL LOWER EXPLOSIVE LIMIT PG PRESSURE GAGE S02. SULFUR DIOXIDE WEG WALL EXHAUST GRILLE 8C BEGINNING OF CURVE FPS FEET PER SECOND LEV LEVEL PH PHASE SOL SP SOCKOLET WER WALL EXHAUST REGISTER BCOP BARE COPPER FR FRAME LFBR LINEAR FEET BASEBOARD P01 PROPORTIONAL PLUS INTEGRAL SPACE, SET POINT, STATIC '4F n r :!7D€ FLANGE BCR BEGINNING OF CURVE CENTER D DRYER, DEEP FRP FIBERGLASS REINFORCED PIPE LG LONG CONTROL, PRESSURE INDICATOR, PRESSURE, STOP WG WASTE GAS BD BOARD DB DUCT BANK FRS FREEZESTAT LH LEFT HAND POINT OF INTERSECTION SO SLIP -ON YVI WROUGHT IRON BF BOND FLANGE DE DENSITY METER FS FAR SIDE, FLOW SWITCH, FIRESTAT LJ LAP JOINT PID PROPORTIONAL PLUS INTEGRAL SPCS SPACES W/0 WITHOUT BGAT BOOLEAN GATE DEC DECREASING FT FLASH TANK, FEET LLV LONG LEG VERTICAL PLUS DERIVATIVE CONTROL SPEC SPECIFICATIONS ^v WOL WELDOLET BHP BFZAICE i iORStPOWtx DET DETAIL rTG FURRG FOOTING FURRING LO LUBRICATING OIL PK PL PEAK PLATE, PIPELINE, PROPERLY LINE SPG SPL SPACIN SPLICE WP WORKING POINT BKR BREAKER DF DRINKING FOUNTAIN FLIT FUTURE LOS LOCKOUT STOP PLAM PLASTIC LAMINATE SPT SOUND POWERED TELEPHONE WPJ WEAKENED PLANE JOINT BLE BEVEL LARGE END DFD DUCT FIRE DAMPER LP LOW PRESSURE PLCS PLACES SQ SQUARE WN `:R WELD NECK BLDG BUILDING DG DOOR GRILLE LS LIMIT SWITCH PLE PLAIN LARGE END SR SPEED REDUCER WASHROOM BLK BLOCK DI DUCTILE IRON LTG LIGHTING PLY PLYWOOD SRG SPLIT- RANGING WS WATER SURFACE BM BEAM, BENCHMARK DIA DIAMETER LV LOW VOLTAGE PLWD PLYWOOD SRV SAFETY RELIEF VALVE WSP WELDED STEEL PIPE 60 BLOW OFF DIAG DIAGRAM LVR LOUVER PNEU PNEUMATIC SS STAINLESS STEEL, SANITARY WSR WALL SUPPLY REGISTER, WASHER BOD BIOCHEMICAL OXYGEN DEMAND DIFF DIFFERENTIAL G POWER ACTUATED GATE, GUTTER LWR LOWER PNL PANEL PANELBOARD SEWER SPEED SELECTOR ATP WATERSTOP BOP BOTTOM OF PIPE, BACK OF PIPE DIM DIMENSION ELEVATION PNT , PAINT , , SUSPENDED SOLIDS WT WATERTIGHT, WEIGHT 19RE BOT BOTTOM DIP DUICTILE IRON PIPE GA GAGE PO4 PHOSPHATE SSC SOLID STATE CONTROLLER WWF WELDED FABRIC, BRDG BRIDGING DIR DIRECTION GALV GALVANIZED POE PLAIN ONE END SSFH STAINLESS STEEL FLAT HEAD WET WEATHER FLOW BRG BEARING DIS DISPENSER GBV GLOBE VALVE M MENS POP PNEUMATIC OPERATOR SSK SERVICE SINK BRK BRZ BREAK BRONZE DISCH DM DISCHARGE DAMPER MOTOR GD GDR GUARD GRINDER MA MILLIAMPERE PP POWER POLE SST STAINLESS STEEL X SPARE CONDUIT (SLIP FlX LETTER) BSN BAR SCREEN DN DOWN GEN GENERAL MAINT MAINTENANCE PRO PRESSURE RELIEF DAMPER ST STA START, STREET STATION, STARTING XLP CROSS LINKED POLYETHYENE BTU BRITISH THERMAL UNIT DNR DEPARTMENT OF NATURAL RESOURCES GFI GROUND FAULT INTERRUPTER MAN MAT'L MANUAL MATERIAL PRES PREFIN PRESSURE PREFINISHED STD AIR STANDARD, STORM DRAIN, STUD XP EXPLOSIONPROOF BULKHDS BULKHEADS DO DISSOLVED OXYGEN, DITTO GI GALVANIZED IRON MAX MAXIMUM PRS PRESSURE REDUCING STATION STGA STARTING AIR BUV BUTTERFLY VALVE DR DRAIN ROCK, DRAINAGE, DOOR GL GLASS MBH THOUSAND BTUs PER HOUR PRV PRESSURE REGULATING (REDUCING) STL STEEL 9V BALL VALVE DT DRIP TRAP GPD GALLONS PER DAY MCC MOTOR CONTROL CENTER (RELIEF) VALVE STOR STORAGE DWF DRY WEATHER FLOW GIRD GALLONS PER MINUTE GRADE MCM THOUSAND CIRCULAR MILLS PS PRESSURE SWITCH, PRESSURE STIR STRONG YCO YARD CLEANOUT DWG(S) DWL DRAWING S) DOWEL GRDR GRINDER MCU MASTER CONTROL UNIT SENSOR STRUCT STRUCTURAL YR YEAR GRT GROUT MD MOTORIZED DAMPER PSE PLAIN SMALL END SUB SUBSTITUTE GRTG GRATING ME MISCELLANEOUS MECHANICAL PSF POUNDS PER SQUARE FOOT SUPERV SUPERVISOR GSKT GASKET EQUIPMENT PSH PRESSURE SWITCH HIGH SUPT SUPPORT ZS POSITION SWITCH GSP GALVANIZED STEEL PIPE MECH MECHANICAL PSIA POUNDS PER SQUARE INCH ABSOLUTE SURF SURFACE CAB DIRECT BURIAL CABLE, CABINET GV GATE VALVE MEE MISCELLANEOUS ELECTRICAL PSIG POUNDS PER SQUARE INCH GAGE SUSP SUSPENDED CAF COMBUSTION AIR FAN GYP GYPSUM EQUIPMENT PSL PIPE SLEEVE, PRESSURE SWITCH SV SOLENOID VALVE CAP CB CAPACITY CATCH BASIN E EAST MFR MG MANUFACTURER MILLION GALLONS PT LOW POINT, POINT OF TANGENCY SW SWB SOUTHWEST, SOCKEIINELD SWITCHBOARD # PLUMBER, POUNDS CC COOLING COIL EA EXHAUST AIR, EACH MGD MILLION GALLONS PER DAY PV PLUG VALVE, PROCESS VARIABLE SWGR SWITCHGEAR, SWAGE & AND C/C CENTER TO CENTER EAT ENTERING AIR TEMPERATURE MG/L MILLIGRAMS PER LITER PVC POLYVINYL CHLORIDE SYM SYMMETRICAL ® AT CCP CONCRETE CYLINDER PIPE EAU ENGINE ALTERNATOR UNIT MGR MANAGER PV; POINT OF VERTICAL INTERSECTION Q DIAMETER, PHASE CCSP CONCRETE LINED AND COATED STEEL PIPE EC ECC END OF CURVE ECCENTRIC H HIGH, HORIZONTAL MH MHHW MANHOLE MEAN HIGH HIGH WATER PVL PVT PRESSURE VESSEL PAVEMENT T TRAP, TOP CD CEILING DIFFUSER ED EXTRACTOR DAMPER, H/A HAND AUTO MI MALLEABLE IORN TB TERMINAL BOX, TOP AND BOTTOM CDR CONDUCTOR EQUIPMENT DRAIN HARDBD HARDBOARD MIE MISCELLANEOUS INSTRUMENTATION T B TOP OF BANK CDU CONDENSING UNIT EE EACH END HC HEATING COIL EQU4 MENT Q RATE OF FLOW TBN T C / TURBINE TOP IN CURB CED CEILING EXHAUST DIFFUSER EF EACH FACE HD HEAVY DUTY MILSPEC MILITARY SPECIFICATION QCPL QUICK COUPLING TCL TOTALLY CLOSED NOTES: CEM CER CEMENT CEILING EXHAUST REGISTER EFF EG EFFLUENT EXHAUST GRILLE HDOT HDPE HEAVY DUTY OILTIGHT HIGH DENSITY POLYETHYLENE MIN MJ MINIMUM, MINUTE MECHANICAL JOINT TCP TEMPERATURE CONTROL PANEL 1. ADDITIONAL ABBREVIATIONS ARE DEFINED CF CUBIC FEET EJ EXPANSION JOINT HDR HEADER ML MILLILITER R RADIUS, RISER TD TIME DELAY RELAY, TANK DRAIN V IN ANSI Y1.1 -1972. CFH CUBIC FEET PER HOUR EL ELEVATION (ELEV) HDWR HARDWARE MLLW MEAN LOWER LOW WATER AIR TE TEMPER, ENCLOSED CFM CUBIC FEET PER MINUTE ELECT ELECTRICAL HEX HEXAGONAL MLW MEAN LOW WATER RAD RADIUS TEMP TEMPERED 2. THE MATERIAL PRESENTED ON THIS DRAWING IS FOR CFR CODE OF FEDERAL REGULATIONS ELL ELBOW HIS MERCURY, HAND GRADE MO MOTOR OPERATOR, MASONRY OPENING RAF ROLL TYPE AIR FILTER TERR TERRAZZO REFERENCE USE. SOME THE DETAILS OR INFORMATION CFS CUBIC FEET PER SECOND EMBD EMBEDDED HHV HEAT HOSE VALVE MOD MODULUS R C / REINFORCED CONCRETE TFR TRANSFORMER WI PRESENTED ON THIS DRAWING MAY NOT BE REQUIRED AS CH CHANNEL EMER EMERGENCY HM HOLLOW METAL MPH MILES PER HOUR RCDR RECORDER T&G TONGUE AND GROOVE PART OF THIS CONTRACT. CHR CHILLER EOL LE EL90LET HOA HAND - OFF -AUTO MTL METAL RCP REINFORCED CONCRETE PIPE THD'D THERMOMETER THREADED CI CAST IRON EOP END PIPE HOR HORIZONTAL MTR MOTOR RCR RECORDER CIP CAST IRON PIPE E/P ELECTRIC /PNEUMATIC HP HIGH PRESSURE, HIGH POINT, MUL /DIV MULTIPLY /DIVIDE RD ROOF DRAIN, ROAD THRESH THRESHOLD CJ CONSTRUCTION JOINT EPDM ETHYLENE PROPYLENE HORSEPOWER MV MUD VALVE, MILLIVOLT RF RAISED FACE THROUGH CK CHECKER(ED) DIENE MONOMER HR HANDRAIL, HEAT RESERVOIR MX MIXER REC RECEIVER, RECESSED TLE TLE THREAD LARGE END CKPL CKT CHECKER PLATE CIRCUIT EPR EPS EVAPORATOR EXPANDED POLYSTYRENE HSS HT HIGH SIGNAL SELECT RECD RECEIVED TOA TEST - OFF -AUTO CENTERLINE EQ POLYSTYRENE EQUAL HTL HEIGHT HALF TIDE LEVEL RECEPT RECEPTIONIST TOE TOP OF CONCRETE RE VIEWED FOR COMPLIANCE WITH CITY STANDARDS CL CLEAR, CLEARANCE EQUIP EQUIPMENT HTR HEATER N NEUTRAL, NORTH RECIRC RECP RECIRCULATION RECEPTACLE TOE TTHREDOLE ONE END CL2 CHLORINE EQUIV EQUIVALENT HTV HIGH TEMPERATURE VENT NA NONAUTOMATIC RED REDUCER () TOP TOP THREDOLPI TOP OF PIPE CLG CEILING ES EXISTING SURFACE HV HAND VALVE NaOH SODIUM HYDROXIDE REF REFERENCE TOS TOP OF STEEL PLAN REVIEW DATE CLK CLO CLOCK CHLORINE EW EWEF EACH WAY EACH WAY EACH FACE H/V HEATING AND VENTILATING NC NORMALLY CLOSED REG REGULATOR TP TANGENT POINT, TRAP PRIMER CLR CLEAR EWT ENTERING WATER TEMPERATURE HVAC HEATING, VENTILATING, AND AIR CONDITIONING NE NEG NORTHEAST NEGATIVE REINF REL REINFORCED RELAY TPG TOPPING / 4 CM MANUAL CONTROL STATION EX EXTRA HW HOT WATER NF NONFUSED REM REMOVABLE TPLX TRIPLEXED WASTEWATER UTILITY DATE CMA MANUAL -AUTO CONTROL STATION EXIST EXISTING HWTR HIGH WATER NIC NOT !N CONTRACT REQ'D REQUIRED TR TIMING RELAY, STAIR TREAD CIVIC CEMENT MORTAR COATED EXP EXPANSION, EXPOSED EXTERIOR HYD HYDRAULIC NO NORMALLY OPEN, NUMBER RESIL RESILIENT TRANS TRANSFORMER CML CEMENT MORTAR LINED EXT EXTERIOR HYDT HYDRANT NOM NOMINAL RE -Slt REINFORCING STEE TRM TRN TRANSMITTER TRANSDUCER CER CMP CORRUGATED METAL PIPE HZ HERTZ (CYCLES PER SECOND) NP NAMEPLATE RG RETURN GRILLE TRS TRANS SWITCH CMPA ASBESTOS PROTECTED CORRUGATED NPSH NET POSITIVE SUCTION HEAD RGS RIGID GALVANIZED STEEL TS TEMPERATURE SWITCH CMU METAL PIPE CONCRETE MASONRY UNIT NRS NONRISING STEM PH RIGHT HAND TSE THREADED SMALL END NS NEAR SIDE RL REDUCED LEVEL TV THERMOSTATIC VALVE NTS NOT TO SCALE RM ROOM TW THERMOWELL NW NORTHWEST TYP TYPICAL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SIERRA HEIGHTS ABBREMATIONS Q�p o r® d al well 1 GEN. REV. RBG MVO 2/92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137G002 AS -BUILT INFORMATION PROVIDED DRAWN: CADD TEAM BY INCA ROBERT ENGINEERS, INC. S. GLISTER Consultants Washington Seattle, tnn CHECKED: B. cATZ SCALE: NONE FIELD BOGK� PAGE, REVISION BY APPR. DATE APPROVED: SHEET; 2 OF: 19 g1,ECTM eP PUdJC MCN(5 II a U I N 0 3 0 0 0 n GENERAL SYMBOLS TYPICAL SECTION AND DETAIL NUMBERING SYSTEM NATURAL GROUND OR GRADE ETZ= JOINT FILLER EDGE OF AC PAVEMENT (PLAN) (1) SECTION CUT ON DWG M151 ROCK OR H*H PVC WATER STOP - -- 110 - -- EXISTING GRADE CONTOURS SECTION NUMBER —110 -- FINISH GRADE CONTOURS 2 CONCRETE O SLIDE GATE OPENING .. M152 AND DESIGNATION ------ - - - - -- CONTOUR (HIDDEN) DRA NG ON WHICH SECTION APPEARS EXISTING CONCRETE =F= HOSE RACK .. :: :;,,.. EDGE OF GRAVEL AREA (PLAN) SECTION CUTTING PLANE 101 DOOR NUMBER �� SWALE, DITCH OR DEPRESSION (2) ON DWG M152 THIS SECTION IS IDENTIFIED PRECAST CONCRETE 101 ROOM NUMBER - -- EDGE OF WATER OR FLOWLINE 2 SECTION NUMBER MORTAR, GROUT CUT FILL M151 OR PLASTER ® UTILI I Y STAT10N T EMBANKMENT DRAWING ON WHICH r SECTION WAS CUT HOISTING HOOK - AC PAVEMENT (SECTION) EXIST 3 O p CONCRETE BLOCK ETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER. EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN FIRE EXTINGUISHER AC PAVEMENT (SECTION) NEW BY NUMBER. BRICK OR CAST IRON - � 0FH HYDRANT -- ^ —^-- -- GRANULAR SURFACING (SECTION) TERRAZZO OR BUIRED VALVE 3:1 SLOPE (3 HORIZ. TO 1 VERT.) PROJECT RELATED SYMBOLS ARTIFICIAL STONE ® WM WATER METER x125'0 EXISTING SPOT ELEVATION OUT ELECT., TEL., TV OR WATER METER } � ' TILE MH --�- MANHOLE r .FI N! SH GRADE SPOT ELEVATION. OPV ELECT. VAULT GRATING COVER _ * 89 SOIL BORING 112.5 ❑T TELEPHONE VAULT AND DESIGNATION � TOP OF CURB ELEVATION GUTTER ELEVATION CHECKER PLATE OS SIGN *B1 PERMANENT BENCH MARK ❑TV TV VAULT � \ \ OBH 4 SOIL BORING LOCATION - REFER TO SURVEY TRIANGULATION POINT PROJECT GEOTECHICAL REPORT FOR STEEL OR GUARD RAIL SUBSURFACE CONDITIONS STAINLESS STEEL + SECTION CORNER OR 0 TREE OVM VALVE MARKER ALUMINUM p_ QUARTER CORNER Q BUSH OR HEDGE TBM TEMPORARY BENCH MARK ® SURVEY MONUMENT N 0000.000 COORDINATES INV INVERT ELEVATION ® WOOD E 0000.000 A199 TYPICAL HORIZONTAL AND VERTICAL 4 UTILITY POLE --- - -8 "S— SANITARY SEWER CONTROL REFERENCE POINT LLLLLLLJ� RIGID INSULATION 00 STREET LIGHT - - -- — 18 "SD- STORM DRAIN D/W DRIVEWAY NEOPRENE RUBBER C --O UTILITY POLE W /ANCHOR 0 OR GASKET ------ 48 "CS- COMBINED SEWER - EXISTING UTILITY, ❑CB CATCH BASIN OR INLET I SHOWN IN PROFILE, OPENING OR DEPRESSION 48 "CSO- COMBINED SEWER OUTFACE DEPTH UNKNOWN. IN SLAB OR WALL OCB CATCH BASIN TO BE DETERMINED -----T— TELEPHONE BY CONTRACTOR. OPENING WITH ❑MB MAILBOX GRATING COVER ---- -P ELECTRICITY RAILROAD OPENING WITH -- - -4 "G— GAS N CHECKER PLATE COVER _ _ _ _ _ EXISTING EXISTING UTILi T Y — - -- —8 "W— WATER ( DEPTH, SHOWN IN EXISTING EQUIPMENT OR PROFILE, FROM - - -- MATCH LINE OR PROPERTY LINE � UTILITY AS- BUILTS. MATERIALS TO BE REMOVED --------- - - - - -- PAVEMENT MARKING TO BE VERIFIED BY CONTRACTOR. TO BE BUILT FOR CENTER LINE TRAFFIC LIGHT FUTURE REMOVAL " - - - - - - - HIDDEN LINE OR FUTURE Q - - - - - - - - - - EASEMENT BOUNDARY REINFORCEMENT "''"" IN SECTION — -- FENCE >_ 18" SD - < CULVERT -4-J J_ REINFORCEMENT HANDRAIL PLAN OR ELEVATION -- CITY LIMITS -t-t°fit CONCRETE CURB AND GUTTER PROPERTY LINES BATT INSULATION CONCRETE VALLEY GUTTER METAL STUD WITH LATH RETAINING WALL AND PLASTER PARTITION SURVEY CONTROL DATA THE LOCATION OF THE WORK SHOWN IN THE CONTRACT DOCUMENTS HAS BEEN ESTABLISHED WITH RESPECT TO THE FOLLOWING CONTROL REFERENCE POINTS. IN SECTION 4, TOWNSHIP 23 N, RANGE 5 E. DWG NO. POINT COORDINATE POSITION ELEVATION DESCRIPTION 12 1 N 188,998.020 442.03 BM NORTH RIM OF E 1,671,281.880 MONUMENT CASE 13 2 N 189,336.057 128TH AVE SE & E 1,669,984.653 SE 103RD ST 13 3 N 189,297.894 447.61 BM NORTH RIM OF E 1,671,292.009 MONUMENT CASE 15 4 N 189,600.857 130TH AVE SE & E 1,670,681.890 SE 102ND ST 15 5 451.10 132ND AVE SE & SE 102ND ST 7 6 272.72 NORTH RIM OF SANITARY SEWER MH ILD 'Brown and Caldwell AS -BUILT INFORMATION PROVIDED C o n s u l to n tS BY INCA ENGINEERS, INC. ROBERT S. CUSTER IICPFJM Seattle, Washington GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE RELOCATION WITH UTILITY OWNER IF REQUIRED. 2. HORIZONTAL DATUM - WASHINGTON STATE COORDINATE SYSTEM VERTICAL DATUM - NGVD (MSL) 3. THE MATERIAL PRESENTED ON THIS DRAWING IS FOR REFERENCE USE. SOME OF THE DETAILS OR INFORMATION PRESENTED ON THIS DRAWING MAY NOT BE REQUIRED AS PART OF THIS CONTRACT. 4. EXACT LOCATION OF SIDE SEWERS WILL BE DETERMINED BY THE ENGINEER IN THE FIELD PRIOR TO CONSTRUCTION. 5. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY. 6. FIELD VERIFY ALL MANHOLE RIM ELEVATIONS PRIOR TO MANUFACTURE AND INSTALLATION. ELEVATIONS PROVIDED ARE t 1.0' IN ACCURACY. GEN. REV. I RBG REVISION REVIEWED FOR COMPLIANCE WITH CITY STANDARDS PLAN REVIEW DATE �� 4• �rha� /0 6 4J WASTEWATER UTILITY DATE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SIERRA HEIGHTS SYMBOLS AND DESIGNATIONS, SURVEY CONTROL DATA 92 DESIGNED: L. MILLER �D.TE; JAN 1992 FILE NAME: 6137G003 DRAWN: CADD TEAM CHECKED: 6. GATZ NONE FIELD BOOK: PAGE: DATE APPROVED: SHEET: 3 OF: 19 dwecmw v wwuc wonws 4 II J v n rn N U 0 0 n MANHOLE FRAME AND COVER N - CONC ADJUSTING BLOCKS AS REO'D 0 a I 2.. ) EOW ITRIC REDUCING CONE H AC PAVEMENT STRUCTURAL ZONE MANHOLE JOINT LRERE NEAT SAW CUT UNE -\� + UNPAVED SURFACES AL CONDITION GASKET (TYP) - - r t 1 1 I / - A -LOK GASKET OR EQUAL (TYP) AS NOTED ON MEETING APWA 9- 03.12(3) / Il PLAN AND PROFILE SHEETS i VARIES m CHANNEL WITH SAME I j _ - RADIUS AS OUTLET Bd (TYP) / / N SEWER WITH WALLS SLOPING SIDES ALT O °0 VERTICAL ABOVE �co° SPi'1NGUNE r I o °� 00 I p°O PRECAST CONCRETE I ti MP.NHOLLE STEPS SHALL. rn BE INSTALLED UNDER / BE DETERMINED MANHOLE TYPE A I THE MANHOLE COVER. DETAIL G4 FIRST STEP 18" BELOW I - -� -- RIM, OTHERS 12. O.C. I AS REO'D _ CROWN ELe-rTIONS A -LC" GASKET GR EvaiAL (T`IP) TO BE EQUAL W MIN, Bd MAX, Bt MIN, UNLESS OTHERYASE SHO` 0 < NN; MORTAR SHwC C W INCHES I� SLOPE 1" IN 12" (TYP) ^� 4 z Bd _ JIy m�= <IW FV Z Z cr �O a 0- N CONCRETE BEDDING DETAIL G4 NTS AS NOTED ON MANHOLE FRAME AND COVER CONC ADJUSTING BLOCKS AS REQ'D CONCRETE REDUCING SLAB MANHOLE JOINT GASKET (TYP) MANHOLE STEPS SHALL BE INSTALLED UNDER THE MANHOLE COVER. FIRST STEP 18" BELOW RIM, OTHERS 12" O.C. lAnp TAR Rm F SLOPE 1' IN 12" (TYP) TYPICAL VERTICAL TRENCH TYPICAL UNRESTRICTED TRENCH AC PAVEMENT STRUCTURAL ZONE 6" L B/5 LRERE NEAT SAW CUT UNE -\� + UNPAVED SURFACES AL CONDITION _ - - r t 1 1 I / - A -LOK GASKET OR EQUAL (TYP) / MEETING APWA 9- 03.12(3) / Il - CONSTRUCT BOTTOM OF i VARIES m CHANNEL WITH SAME I j _ - RADIUS AS OUTLET Bd (TYP) / / N SEWER WITH WALLS SLOPING SIDES ALT O °0 VERTICAL ABOVE �co° SPi'1NGUNE r I o °� 00 I p°O PRECAST CONCRETE I ti BASE SIDE) SLOPES TO FILL PER NOTE 2 / BE DETERMINED MANHOLE TYPE A / BY CONTRACTOR DETAIL G4 NTS I Bd _ JIy m�= <IW FV Z Z cr �O a 0- N CONCRETE BEDDING DETAIL G4 NTS AS NOTED ON MANHOLE FRAME AND COVER CONC ADJUSTING BLOCKS AS REQ'D CONCRETE REDUCING SLAB MANHOLE JOINT GASKET (TYP) MANHOLE STEPS SHALL BE INSTALLED UNDER THE MANHOLE COVER. FIRST STEP 18" BELOW RIM, OTHERS 12" O.C. lAnp TAR Rm F SLOPE 1' IN 12" (TYP) TYPICAL VERTICAL TRENCH TYPICAL UNRESTRICTED TRENCH AC PAVEMENT STRUCTURAL ZONE 6" L B/5 LRERE NEAT SAW CUT UNE -\� + UNPAVED SURFACES AL CONDITION AC PAVEMENT BEDDING STRU CTURAL ZONE m TRENCH BACKFILL MEETING APWA 9- 03.12(3) / i VARIES m . I j F- z W Bd (TYP) / / N SLOPING SIDES ALT m / CONSTRUCTION TOE PENETRATION W (TYP) Be (TYP) / ti SIDE) SLOPES TO / BE DETERMINED / BY CONTRACTOR I - -� -- U I M Q x Ii i to W z i�� 1 BEDDING m . r TOE PENETRATION SHEETING OR SHORING AS REQ'D OF SHEETING I - -� -- i I AS REO'D I A -LC" GASKET GR EvaiAL (T`IP) D. W MIN, Bd MAX, Bt MIN, / INCHES INCHES INCHES INCHES CONSTRUCT BOTTOM OF CHANNEL WITH SAME 0 -6 fi Bc +24 3 RADIUS AS OUTLET `o SEWER WITH WALLS 8 -24 8 Bc +24 6 z Go° O o 0 0 VERTICAL ABOVE SPRINGUNE Q> 0 0 c Op C� v O 0o C PRECAST CONCRETE BASE FILL PER NOTE 2 MANHOLE TYPE B TYPICAL TRENCH SECTION DETAIL B DETAIL 4 NTS NTS NOTES: 1. MANHOLE FRAME AND COVER SHALL BE OLYMPIC FOUNDRY NO. MH 30 OR IF NOTED "LOCKING COVER% NO. MH 30DIT SHALL BE USED. THE WORD "SEWER" IN 3" RAISED LETTERS SHALL BE ON THE COVER OR EQUAL 2. PROVIDE 12" MIN GRAVEL BEDDING (MEETING APWA 9.03.12(3)) UNDER ALL MANHOLES. COMPACT TO 90% 3. TOP WILL BE SET FLUSH WITH FINISHED GRADE. 4. COAL TAR EPDXY 16 MILS INSIDE AND OUTSIDE OF MANHOLE. GURCT Brown and 0aldwail AS -BUILT INFORMATION PROVIDED O n S U l t Ci n t S BY INCA ENGINEERS, INC. 0c ROBERT S. CUSTER S ittle, Washington 57- so ci REV. RBG h REVISION BY I REVIEWED FOR COMPLIANCE WITH CITY STANDARDS I PLAN REVIEW DATE --;e "014143 WASTEWATER UTILITY DATE CITY OF RENTON DEPARTMENT OF PUB€.TC WORKS SIERRA HEIGHTS MANHOLE AND TRENCH SECTION DETAILS 92 DESIGNED: L. MILLER PATE: .IAN 1992 FILE NAME: 6137GO04 DRAWN: CADD TEAM CHECKED: B. GATZ SCALE: NONE �D.c aoac: PAGE: DATE APPROVED: SHEET: 4 OF: 19 w "cc,ma ar euc acs II J i� rn N I 0 3 0 0 0 c� M PROPERTY LINE SIDE SEWER STUB BUILDING SEWER TO PROPERTY LINE o z � I � � i� J rTEE- 2 "x4" STUD SERVICE MARKER wI PAINT UPPER PORTION WHITE zI AND STENCIL WITH 3" HIGH -' BLACK LETTERS WORDING 'SEWER" AND AS -BUILT DEPTH OF STUB OUTLET TO NEAREST TENTH 0' -CAP SIDE SEWER STUB a 6" SIDE SEWER AND BUILDING SEWER PLAN 25' MAX ANGLE WITHOUT CONCRETE BLOCKING / - 2. MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION TYPICAL SIDE SEWER DETAIL g SCALE: 3/4 " =1' -0 NOTE: SIDE SEWERS SHALL BE LOCATED IN THE FIELD BY THE CITY OF RENTON SECTION WHERE OVERLAY REQ'D SECTION WHERE OVERLAY NOT REQUIRED NEW AC PAVEMENT CL "B" AC PATCH 3 "MIN 1" CL "B" AC MIN OR 1" GREATER THAN EXIST MATCH ORIGINAL raenr Alin cl nor /f-SEAL SAW CUT LINE EXISTING AC 6" PAVEMENT MIN TYP AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER -- I I E I 1 I I Y / I 6" OF 5/8" CRUSHED ROCK LIMITS OF TRENCH AC PAVEMENT RESTORATION DETAIL B SCALE: 1 1/2"=1 _0 o 60' ALLOWABLE MAX FOR DUCTILE IRON PIPE CONCRETE / TYPICAL TRENCH SECTION BLOCKING CITY OF STD 1:3:5 5 MIX MIX N� / f z i� a HORIZONTAL NOTE: UNI ESS OTHERWISE SHOWN ON PLAN, SIDE SEWER 6" 6' SIDE OUTLET TEE SHALL BE BUILT SO THE INVERT ELEV AT THE CENTER OF THE BACK OF THE HOUSE CONC BLOCKING ANGLE IS 5.5 FT BELOW HOUSE ELEV OF TEE AT MAIN OVER 25' ELEVATION 25' MAX ANGLE WITHOUT CONCRETE BLOCKING / - 2. MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION TYPICAL SIDE SEWER DETAIL g SCALE: 3/4 " =1' -0 NOTE: SIDE SEWERS SHALL BE LOCATED IN THE FIELD BY THE CITY OF RENTON SECTION WHERE OVERLAY REQ'D SECTION WHERE OVERLAY NOT REQUIRED NEW AC PAVEMENT CL "B" AC PATCH 3 "MIN 1" CL "B" AC MIN OR 1" GREATER THAN EXIST MATCH ORIGINAL raenr Alin cl nor /f-SEAL SAW CUT LINE EXISTING AC 6" PAVEMENT MIN TYP AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER -- I I E I 1 I I Y / I 6" OF 5/8" CRUSHED ROCK LIMITS OF TRENCH AC PAVEMENT RESTORATION DETAIL B SCALE: 1 1/2"=1 _0 o TYPICAL TRENCH SECTION TYPICAL TRENCH i� a SECTION io z 12 i I CONCRETE CUTOFF it it III I �y g MIN I I i DAM CL "C" CONC H — FILTER FABRIC MATERIAL I 12* MIRAFI 10OX BIDUM OR y y L -9�-44 J MIN I I EQUIVALENT I fl " iV II `o III III STAPLES OR WIRE H 8 "S DRAIN RINGS (TYPICAL) 1.1 4" PIPE " x 2" x 14GA PLAN SEE NOTE 10 SECTION I ! //I / 12 WELDED WIRE H FABRIC 2" x 4" 4' oc OR EQ CONCRETE CUTOFF DAM iW DETAIL 5 II II II 16 II II 0 NO SCALE !I II /BURY II II II II II I! BOTTOM OF FILTER If II m 11 WASHED 11 i i14 DUCTILE IRON TEE I FABRIC MATERIAL ON I ! GRAVEL I I MJxMJxMJ II 8" x 8" TRENCH 3/4' -1 1/2" it TRANSITION I I I I MINUS DUTILE IRON PIPE ON COUPLING SEWER U U U UNDISTURBED SOIL TO FIT LINE PLUG MJ WITH GASKET SILT FENCE BOTH CUT IN HALF ELEVATION SILT FENCE 18" DETAIL 5 MANHOLE WALL SCALE: 3/4 " =1' -0 ° CLASS C CONCRETE REVIEWED FOR COMPLIANCE WITH CITY STANDARDS DUCTILE IRON 90' BEND MAPE PLAN REVIEW NOTE: DATE DROP PIPING TO BE SAME TM_ per %pA E!� SIZE AS INTERCEPTED SEWER. DROP PIPING WITH BLOCKING PER WASTEWATER COMPACTED COMPACTED MATERIAL AS CITY OF RENTON STANDARDS DIRECTEDBY ENGINEER. CEM CONC CLASS B 1 1 � - � (- /2) CITY OF RENTOP t DEPARTMENT OF PUBLIC W SIERRA HEIGHTS DROP STRUCTURE TYPICAL SECTIONS AND DETAI ___ - TI)--- DETAIL Brown �Y� ®�! O� Caldwell Vfi■ 1 GEN. REV. RBG MVO _2 92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NA! " Consultants DRAWN: CADD TEAM SCALE: SCALE: 3 /8 =I' -D Seattle, VVOSITlfI(jtOfl APPR. CHECKED: DATE APPROVED: AS NOTED B. GATZ m,.ec.w. v wmic "wcx FIELD 90C SHEET: NO. REVISION BY n m M w a N I 0 n FINISH GRADE - HYDROSEED 6' 6' , I m NATIVE BACKFILL NATIVE BACKFILt I COMPACTED IMPORTED CLASS B COARSE AGGREGATE Z DETECTOR TAPE (SEE SPEC) N � REVIEWED' FOR COMPLIANCE WITH CITY STANDARDS } PIPE ZONE MATERIAL LU . LL a© a off_ PIPE BASE MATERIAL PLAN_ REVIEW DATE FOUNDATION STABILIZATION L -IF WASTEWATER UTILITY DATE _ MAT' DIRECTED BY ENGINEER THICKNESS AS DIRECTED BY MIN TRENCH ENGINEER WIDTH ODT36" INSIDE SHEETING NOTE: TRENCH SIDE LINES SHOW MINIMUM TRENCH CITY OF RENT01 WIDTH. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING SAFE EXCAVA710N SLOPES. DEPARTMENT OF PUBLIC V4 SIERRA HEIGHT'S NATIVE BP.CKFlLL /DRIVABLE SURFACE MISCELLANEOUS DETAIL` R TYPICAL TRENCH DETAIL 6 �� a ��g Caldwell 1 GEN. REV. RBG MVO 2 Q2 DESIGNED: B. GATZ DATE: 110%92 FILE NA NOT TO SCALE AS -BUILT INFORMATION PROVIDED DRAWN: CADD TEAM BY INCA ENGINEERS, INC. Consultants CHECKED: B. GATZ SCALE: AS NOTED FIFLO ea ROBERT S. CUSTER 1111PW Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: w�ctuw � vum,c wonKS SHEET: LOCATION OF B.M NO. 6— EXISTING MANHOLE APPROXIMATELY 130' DOWNSTREAM OF NEW CONNECTION b x"11% °ems STEEL i / 9q / / TJ COM RETivcUT 4 / / 9U Rky P' L MmT �7� °< ' ' / I 4 "1 t� err / f f 041 . ./ E 0 / � ��•,� IvorES: PIPE SHALL BE D.I.P. CL 52 WITH T.R. JOIN R EQUAL. FLEX BETWEEN MH 1 AND MH 2. 2. CONTOUR INTERVAL FOR THIS SHEET IS 2 FEET. / '11 3. PRIOR TO CONSTRUCTING 8" DUCTILE IRON SEWER AND CLEANOUT MANHOLE, FIELD VERIFY EXISTING 12" H.D.P.E. ELEVATION. WITH APPROVAL OF THE / / / ,� / °•�q ENGINEER ADJUST GRADE AND DEPTH ACCORDINGLY. 4. CLEAR AND GRUB PERMANENT EASEMENT. 5. TREES OVER 12" DIAMETER ARE SHOWN ON PLANS. SHE PNG r', j I r ! 1 I ' "I I I �/, (/ /`/ 08s� / / ' ' '"{sEF1/�lVEtIfT ASE EN \ q �% TREES UNDER 12" DIAMETER ARE NOT SHOWN FOR ! I SEE��Iy 1 I II I I __ I I �/i l / — , —? CLARITY REASONS. E ? 3 �� / ^ H / 6. MAXIMUM JOINT DEFLECTION SHALL BE 2.5. / / / f P<F� 0' TEM . CXNS CTI SEid9'�T E 1 669 249.7 � ' N ! ' ' / � EE O '°a2'� 7. THE SUBSEQUENT BACKFILL BETWEEN MH 1 A D N ( , ? f ,!I1 / y'Oa \\ ' / STA 0 +20 SHALL BE 4 " -8" QUARRY SHALL. I 7 I � 1 /-I -! � � � R - I I I I. _ I i I i I ►; I I I I I/ y/ RR� ��/q l a� 111 I! l l l l S / / / / / / 1 ' I I ' T 'q '�' ��\ II i+ � ,I� ±,I'•��{I �Ilil �, �� \ °q ,I,,II q q \ I IW �o LA `` \ \q�� 0 \ \\ ' q 8. THE BEDDING BETWEEN STA 0 +20 AND STA 1 +35 SHALL BE "TOP COURSE" PER WSDOT 9 -03.9 (3). ,� 9. STAKED EXCELSIOR MAT SHALL BE PLACED BETWEEN M MH 1 AND MH 2. 10. 4" CPEP SMOOTH INTERIOR SHALL BE CONSTRUCTED PARALLEL WITH 8 "S. PIPE SHALL DAYLIGHT AT APPROX. STA 0 +12 AND END AT STA 1 +35 WITH °o CAP. SEE DET C /5. .' 11. STEEL SHEETING SHALL BE INSTALLED TO PROTECT THE BANK AT HONEY REEK. THE CONTRACTOR / SHALL DETERMINE THE QUANITY OF SHEETING REQUIRED. ' 12. TREES LOCATED IN THE TEMPORARY CONSTRUCTION EASEMENT SHALL NOT BE REMOVED WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. 13. UPON COMPLETION OF CONSTRUCTION CUT AND REMOVE STEEL SHEETING 2' -0" BELOW GRADE AND RESTORE TO PRE EXISTING CONDITION. ° REVIEWED FOR COMPLIANCE WITH CITY STANDARDS TI w < PLAN REVIEW DATE U WASTEWATER UTILITY DATE DATE c� DATE L� 0 0 L) DATE n M SCALE: HORIZ. 1 " =20' VERT. 1' =10' AS —BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER Brown and Caldwell Consultants Seattle, Washington GEN. REV. PLAN & PROFILE IR13G MV( REVISION CITY OF RENTON DEPARTME.'4T OF PUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE HONEY CREEK RAVINE DRAWN: DATE I APPROVED: DATE: JAN 1992 1 FILE NAME: 6137CO07 SCALE: AS NOTED I RELD BOOK: PAGE: SHEET: 7 OF: 19 a Ci rn n rn I N 1 0 3 0 0 0 C) n co 360 / � � /— jam- ��- ,•BS9� � '� ,�� -- _ ,/ ;,� / I I i 380 12 FlR / / l8• FlR 12 "FlR24'Fl \� // i6• M RONfy / J/ 24" RR/ �/ / ` ` — BAC FILL REQUAED, 16• HEMLOCK. NO / /{{�F__ 5 30• FIR / / / / / 14• FlR / �_ / / �2 / _ _ 24 � � / / --- 1- ------------------ °------ - - - 24• FlR / � —\ -- __-- -'.� -- —. - -�— —�J —_ / / 15' ERMANEN 26• FlR / 40' 8 "S (DIP CL 50) I STUB CAPPED SEE MH 3 l N 185918 74 E 1,669,,185.67 — — — — — — — — — — — — — — - I CBCCA.ICN TI � �� Ld Z 18 MAPLE 390 RR A�FlR / ^i 18• FIR /� V 22• RR �24• RR / ---- - - -._— I i_. \-A,* - 14,,FR 12 FIR T I *12- RR 16 Fl" RV j/ 20' TEMP. CONSTRUCTI EASEMENT r ` / SEE NOTE 4 16• 22• FlR _� / / / - _ -------------------- {----- - - - - -f - 4 24• FlR__---- . ° - - - -` — .------- .---- - - - - -- -- - - - - -- � — -- HEAL _ 1a FIR / ----°----------- N1 /`— 12" FIR 18• FIR ' -- — Jam_— `�'IA,�j / ' //�2 R>•( 14• FlR /— �, `24' FIR /�-�_. // 24" FIR � � vlfN` - I/ `1 16• FIR / `Ir RR _1 20• RR / - - -_ —_� (f- L //Y 16" FlR I u 1 ii I � I 00 1z o CO w N o ' LLI � z \ E 1.669.200 - 5'' I NOTES: L CONTOUR INTERVAL FOR THIS SHEET IS 2 FEET. 2. CLEAR AND GRUB PERMANENT EASEMENT. 3. TREES OVER 12" DIAMETER ARE SHOWN ON PLANS. TREES UNDER 12" DIAMETER ARE NOT SHOWN FOR CLARITY REASONS. 4. TREES LOCATED IN THE TEMPORARY CONSTRUCTION EASEMENT SHALL NOT BE REMOVED WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. 5. BACKFILL IS REQUIRED BETWEEN MrHOLE 2 AND 3, SEE DETAIL B /6. -j- .......................... .............:................. ............... 420:' ..:.:.:.:.:.:.:.:..:...........:.:.:......:.:.:.:.......:.:.:.....:.:.:.:.:..:........................:.:.:.:.:.:..:.:.:.:..:.:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:..:.:...............:...................:.................:..:...............:..:...............:..:...............:..:...............:.:.:............:..:..:...............:..:...............:........................................................:..:.:.:.:.........:.................................:::.:......................... ............ ......... .............. ............... ............... :.........:....�....:...... .... ......... .. .... ............... ............. ........... ............... ...... ........... ....... ......... ............... :........ .............. ............... ............... ........:.:.:..........:....:.. ?....,....:........ ............... ............... ..:.:... 4 ::........ 20 .. .....:....... .:.........: ..... :.. .. ...: :.. :.. ..: ......:.. ......:.........:.........:.........:. ........:.........:.........:.. ..... _.. .... .... :. .......: ........:. ........:.........:.........:.. 410 ......... ..........:.................... ............................. .............................. :. :. :. ... :. :. :. :. :. :.:I::.....:........ .... :� :,....i............... :. .....: ........:.. ... ..:....... .:... .. :..... ...:. < .....: ....... ......: RIM EL 400:3 .. : . .W : .. .. . .. .. .. .. ..-:: .. . .. . . . . ..:.. .. .. .. .. .. ..::.. . ... . .. :..................................................................................................................................... .. .. .. : -. .. .. . - - . . . W400. ::: .. 4 .. .. .. .. . . . . .�.� :.. . .............................. ....... ....... .......... . . . . . 7 . : .Z. '' :' : ...................... . . .. . . . . . .. ... .:: . . . . . . . . . _ . . . . . . .. l J . . . . . . . . . � . . INb:392 08 E . . . 390. ::. . - ............................... ........ - - -- ........... .. . . . . . . . : : . . - ...........:.................:, .......................... ..........:..............3 CAPPED . ... 380: .:.:.:.:.:.:....... .:.:........ .:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:..:.:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.: .:..:.:.:.:.:.:.:.:.:..:.:.::.. ..:.. :........ ...... . :......... ......... 380 ... :.. .. :.. :. :.... ... :.. .. .. ..... 86 LF. 352... _ 8 5 (111P'CL 50) S 0004tltl Ii�t�f 379.89 S IN x380 ....... :.........:... :..- ......:. . .-- ...:.........:.........:.... ... :.... ....: :. ... ... 380 Ofi W ....... .. . .... .. ...... .... . V 379 97 f :. :: v. -. .........: ..... 370 ........ ...........:................... ............:.........:....... .:.........: ....... :. .:. I :...................:................. .:. :. :. .....................:......... ..... ....... ...... ..... .. .._ ...... ........... ..............:. 3 :. .. .. .:.........:........ :.. .... .: :. :.. :. :.. . I .. .. ::.. ... a .. ...... .. :. . .: 380 .......... ............................... :... :. :. ....... :...................:...................:......................................:...................:...................:...................:...... I ...... ... :. : . . .... ...... ...... .. ... .. :. .:. .............:................. ................... 0 ............:..:............... .............. .. 360 . ..... .... .. ... .. :.. .... .: ... ... ....: :.. . . . . . . . . . .. .. .. .. . .. .. .. ...... .. LJ Y U . .... . . . . ... . . . . . .. .. .. .. . . :. . - . . . .:: . . . ::.. . . . ..: z . . . ............................................................................................................ 2 +00 . ..................................................................................................................................... 3 +00 ............:...................:.......................................:...................:...................:...................:...................:.. .......... . .........� ... ............. ................. ..... ...... ...........................:..................... 4 +00 5 +00 6 +00 .. ............. ............. .......................... .......i. WITH PLAN REVIEW DATE WASTEWATER UTILITY DATE SCALE: HORIZ. 1 " =20' VERT. 1 " =10' AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER Brown and Caldwell Consultants Seattle, Washington sa r PLAN & PROFILE I RBG W REVISION CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE HUNEY CREEK PROFILE DESIGNED: L. MILLER DATE: .JAN 1992 FILE NAME: 6137CO08 DRAWN: CADD TEAM DATE I APPROVED: SCALE: AS NOTED SHEET: 8 OF: 19 0 N Q N M A a N O 3 a 0 M HOUSE 12504 SE 704th i o �,� I \ , \ \ \ ' y �i / HOUSE LE-4112,56 1 ( 1 1 .j0 \ 10n330 - 12691 SE N7 ,0 1 HOUSE N 1B9,100-µ- ' y \ \ \\ 10325 - 726th SE 43S 19 TYPE 1 \ 1� - --435- ��(., 789,100 /I'lll 1 ASPH , \ NE 21 st ST ' .M11b. J D/'" � 10 SEPARATION - ^_ \ MIN TYPICAL \ \ FENCE NE (SE 104th ST) t R LIMI S OF ,t CO TYPE 1 __ _`` - __ __ -7--__ __ __ __ __•--- ..•.�' ._, ly- KERY \\ \\ eo 1 T APH LT ASPH 2'0 _ _ _ � - - _\ �� coN __� VE LAY -- -- - \ D� •`-/ 4' DECO/ \ �`\ _ _ _ _ � 10"PINE -._ .�LJ�—Ulwi� - -X_ _ _ _ _ \`GAS UNE (PER MAR 6W V - Q� _ D� _ 8� $ OMB 1 CUNC RB BE NS 12"SD _ 12 SD _ 6' GRAVEL RD S =O.C(f 00 ; _ _ _ , w..C:.' �� - \ I I \ I CAPPE �— ` r CGJC CURB ENDS — 1 ( I I M4 5 ' - - - - - - I MH 4 i i o \ ( , N'189 052.74 _ _ \ i E 1.669.608. ' >n1 -- _ 5 W _ 1 _ IY Sp A811 TO ASPH X X - I -�_- \ /`'� \ NCE UN X X X X 6•W 1 NMI A T \ o �.\ - -. - \- \� - �--�-� - _ _ _ 1 / D CON 0 � / k / / 1 ® ROCKERY v \ \ - SSff�� \ --(��I �j �\ \\ OVERLAY \ ; ��\ �'I / �4jS \R`� °\ cB TwE i / -- - -f -- -- -�- -- - -- -- ~ Z \ \ Z r I HOSE I - 10403 - 12bth SE , 1 1 - a1.35�� }�vD 1 -_ LIMITS OF 1 UN� T"� \ iw HOSE I 12511 SE i0 {fh SIDE SC:CR- 1 5nb- �\ 10503 SE 104HK I SEE DET A/5 (TYP) J ASPHALT I Y \ p'U OVERLAY HOUSE i 2' CONTOUR 1' CONTOUR ; , t 12603 SE 104th I I t \ A° REVIEWED FOR COMPLIANCE WITH CITY STANDARDS PLAN REVIEW DATE 'm-" �- � toilIa3 WASTEWATER UTILITY DATE SCALE: HORiZ. 1 " =20' VERT. 1 " =10' Brown and Caldwell AS -BUILT INFORMATION PROVIDED Consultants BY INCA ENGINEERS, INC. ROBERT S. CUSTER Seattle, Wcahinatan S• SO 9 NU I t: CONTOUR INTERVALS ARE 2 FEET FROM STATION 6.30 TO APPROXIMATELY STATION 7 +70. CONTOUR INTERVALS ARE 1 FOOT FROM APPROXIMATELY STATION 7 +70 TO STATION 11 +90. .....:...............................:.:........:......:.:.......:.........:.....:............:.....:............:.......:.......:...:.....:..:.........:.............:...:.:...................:......:.............................:...:............:..........................:..........:......:.:...:.:.:.:.....:.........:..............:................:.:.:.:...:.:.....................:.:.:.....:....................................:.:.............:...:.:.:...:...:.......:.........:.......:.:.......:.:.:.:.....:.....:.:...:.....:.:.:.....: ....:..........:.:...........: f. . 440 ................... . ...... ..:.........:.........:........ ...... .............:...................;...................:..................:...................:...................:...................:...................:..............,....:...................:... :.........:......... .........: .........:.........:...... ...:. .......:..:.....::........ ............................... ....... ... ..... i .. � -}- ...... . 440 :.. :.........:.. .... .:.. ..... :..... ...:.........:.........:.. ............................ .... 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CUSTER Seattle, Wcahinatan S• SO 9 n 1 a n I n m 0 3 0 0 n I 1 , I ' i ' % 1 T I C9 TYPE I 1 CB T fy 1 P GAS PER MARKER$ -- __ UNI l _ r ---- z'c - - -- -/ CONC(X1R8 z�_— - - - 5.�- - - - -- J � 1 -X g , - s }II y# /1 \Ifr I-N ' \ \ I �N D 189,100 ' / / / - w I /A. LyI W REDMO N OUSE / I / I 1 \ / / Q 2101 REDMOND AVE NE z w _ W W 100 ' ` -- ' CD TYPE I ASPH/ / / \ / / \ C8 TYPE I \ _! 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CUSTER Brown and Caldwell Consultants Seattle, Washington S_ s N 11 w U N T I N I 0 3 0 n io 1 I I2100 REDMOND AVE HE —I— N 189,100 1 I , HOUSE I 1 c ' , 3906 HE 2111 ST HOUSE HOUSE A HOUSE 50 3918 NE 21st ST g9 HOUSE 3ye5 3912 NE 21at ST G.y 4'�° q, a }a' HOUSE Se, 3820 HE 21st ST 431°0 3900 NE 21st ST A3 - - -- I 3814 HE 21at ST ®\�\ ,� SE 104TH � �, SIDE NE 21ST T SEWER __ - SEE 2'G ER - -- ASPN -- — _-- -___ -- _— M6 D JA\ EE H IW DSPH / -_ - -� -- -- - _ _ -- \ L=-REL ASP � - -- -- W I - -- i I1 _— — !' �O/W D/W 0 MH 11 PLAN PLR ° � \ � -- \ ASrN D/W -- _ ' + +N 189.000 I II I I , e 2006 REDMOND AVE HE I I CONTOUR INTERVAL FOR THIS SHEET, IS 1 FOOT. 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PLAN AND PROFILE NE 21ST ST Brown and Caldwell 1 GEN. REV. PLAN do PROFILE RBG MVO 2/92 DESIGNED: L. MILLER DATE: JAN 1992 Fll.c NAME: 6137COT1 DRAWN: CADD TEAM AS -BUILT INFORMATION PROVIDED Rc Consultants SCALE: AS NOTED FIELD BOOK: PAGE BY INCA ENGINEERS, INC. CHECKED: B. GATZ ROBERT S. CUSTER ECWJO Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: SHEET: 11 OF: 19 a"eclo" or wauc wol�s I. I 1 II 1 ` I I If 1 ,T 1. -!. 9 .1 f.. Y. N II a U N M O) I N T 0 3 0 N 0 n �o HOUSE 1 1 21st ST 09 HOUSE ; 4002 NE 21at ST I 1 �zs HOUSE h'�5,� J924 NE 21at ST 5, 1 CARPGRT I HOUSE + (SE 104TH ST )— JA NE 21 ST T \_ ' _e__ _ _ _ __ _ _ ASPH _ _ _ bY2AVEL — ____________ EDGE PVMT TYP)___ HOUSE 4014 NE 211t ST hPH N 189,000 \ — — R 5J: ~ MH 12 1 8 SEE DET A /5; (TYP) 1 1 1 I i 11 I 1 1 I 1 1 ► i it �i i l � �I I II ►� ix7 li HOUSE kS99 4020 NEE 21 at ST I II ' ► ' f I X z I 3969 \ I I 3 C8 TYPE I MH 13 ► I N 189 005.31 I ' E 1 671,203.77 / I ► 1 ' TYPE I i t X O a9 Y HOUSE 2015 NE 21s1 ST LIMITS OF ASPHALT I - -- OVERLAY °� .9 IC E i/4 CDR r 8" SD 1 SEC 4- 23- 3 -5�1 LI 1 it II \ \ ASPH ' D/W 1 II MH I j II UJI I— Z Q� Z Z 04 v z J I N 189,000 Y REVIEWED FOR COMPLIANCE PLAN REVIEW DATE 'M' A--A— us13�i3 WASTEWATER UTILITY DATE CITY OF RRNTOIV DEPARTMENT OF PIUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE ftj NE 21ST ST Brown Caldwell 1 GEN. REV. PLAN & PROFILE RBG MVO 2/92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137CO12 N: CADD TEAM AS —BUILT INFORMATION PROVIDED DRAW BY INCA ENGINEERS, INC. Consultants CHECKED: B. GATZ SCALE: AS NOTED FIELD BOOK: PAGE: ROBERT S. CUSTER 111CO&O Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 19 DIIIECiO" OF "Ua:IC vcnr<a NOTE: ............... ............... ............... ............... ......... ............... ............... ............ .......... ............ ............... 1. CONTOUR INTERVALS ARE 1 FOOT THIS SHEET. 450 .................................................. :. .........................i...:. :.. 1 .......... .............. .............. ............... ..... 50 :.........:......... ..........:.........�. .........:....... ............... ....: :. .. ............... ............................... .... ... ... ... ....... � ........:....: R1M:EL:43:8.98::::::..... .....: .........:.........:.........:. ........:........ ....................... ... ............ . . _ : . :..................:................ 40 ...:........................................ ..................:............ .......O ....... .440............ EL433.51. ................ . . . : . _ --- . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . —. . . . . . -- I :50 N :. :. .. Ni/. 427 ... ... 430: .. ............................... ................................................................................................................................................................................................................................. :. :. ............................... ......... .............. 30 8.77; LE — . :. S- 0 01060 .... .,.;.. :. :........ .. .. 1 V 7.36 W N .2 :.... .....:...... 420:...................:..............,,.,................................................... 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N1 : Q . .......... 1 ...................................................................................:...................................................................................................:...................:................. . : . : . :a...... ..:...................:........ :.............:............:..............:............................ ............................... 23 +00 24 +00 25 +00 26 +00 SCALE: HORIZ. 1 " =20' VERT. 1 " =10' REVIEWED FOR COMPLIANCE PLAN REVIEW DATE 'M' A--A— us13�i3 WASTEWATER UTILITY DATE CITY OF RRNTOIV DEPARTMENT OF PIUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE ftj NE 21ST ST Brown Caldwell 1 GEN. REV. PLAN & PROFILE RBG MVO 2/92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137CO12 N: CADD TEAM AS —BUILT INFORMATION PROVIDED DRAW BY INCA ENGINEERS, INC. Consultants CHECKED: B. GATZ SCALE: AS NOTED FIELD BOOK: PAGE: ROBERT S. CUSTER 111CO&O Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 19 DIIIECiO" OF "Ua:IC vcnr<a 0 n w a v n I a m 0 3 0 n �E1.669.900 i I f 1 fi i 1 I 1 1 1 1 I V I I I I 1 i 1 1 t HW5E I I ,ow3"- °U1�siN SE I ( HOUSE 103,s - 126tH sE 1 HOUSE I I I HOUSE 1 I 10215 - ,28tH SE ! 1 10308 - 12111H SE 1 I i 1022 - 128TH SE , HOU SE , ' ' HOUSE 1 y � 10221 - 5287N SE ! � ' 10209 - 1281H SE 1 j11'1E , I� S� O\ i � I J 3 � SIDE SEWER, SEE € / x DETAIL A/5 ;TYP) " - PL it i! ® I I I' -- x —®( I c DIINI AS i ! I I �_ _ -- _ MB GU f - RAIL N; 139 043.56 / �_ J / MH 14 (� f E1 1,669,981.51 �, / / / 1__2 I� -� -- - -f-- - -1 - - -- - - - - - - -- --��= - - - - - - - - - - - - ---4 - - - - - - - - - -- - - I = w j ! \ E 1870000 - Z 1 __ -__ - ___ - ___ _ _ ___ - -__- ___ _ ___ - gW p- - -- i ® - 1.0 n ® � ® �. U 0 ASPWAL – T— - – CITY OF RENTON �- 1W \ OUEEN AVE N. E. -- --�- -- -- -- -- -- - M DVE 1 I I 1 r / }— (18th AVE S.E.) 8' ORAIN 0 2102 ouEEN Ali NE HOUSE ' °° ! ! I o NI I N0t1ff I / I \ Q N I I 7100 QUEEN AVE NE ° I y HOUSE O 2106 QUEEN AVE K ° i�- �� J 3701 NE 22nd PL f 1 1 I !A HOUSE J I� I 1 I O° HOUSE 1 1 1 1 1 2114 OVEEN AVE NE ° I 1 _ I ° 2206 QUEEN AVE NE 1 \� 1 Z REVIEWED I"OR O OMPUANCE WITH OTY STANDARDS l I. PLAN REVIEW DATE j %Aa f- -- s N 3 If� WASTEWATER UTILITY DATE CITY OF RENTON DEPARTMENT OF PUBLIC WORK SIERRA HEIGHTS PLAN AND PROFILE QUEEN AVENUE NE L@_ _ Rm u Brown and Caldwell 1 GEN. REV. PLAN & PROFILE BRIG MVO 2L92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137CO13 DRAWN: CADD TEAM AS -BUILT INFORMATION PROVIDED Consultants SCALE: AS NOTED �eLD 80GK: PAGE: BY INCA ENGINEERS, INC. CHECKED: B. GATZ ROBERT S. CUSTER Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: - - „v _ I SHEET: 13 OF: 19 NOTE: �. .. . -.. :... ..... ................... ............. ............... .:.... ............... ............... .............. ............... ......."-• ... ... ... .. .. - - 1. CONTOUR --.. ............... ..: - ... INTERVALS ARE 1 FOOT THIS ............... ... ..... ... :. SHEET. . 460: ... ..................... o , ..... :...................:................... ........... ............. . ..... 1 ; . .:. :......, ...................... . : A ...........:.:... ................:...,.......... .... .... .............. ............. NI .... . .............. .............. ...... .:: .. . 0 _ .. - - - .: ...... ...... ...... ..... ....... .. - T�TV :...... ............. .. .......... :... ......................:... ..... ................. ............. ................... :.............. - . :. ...... �i ;_. .. ...... ......... IM R EL .43906 - .... I ... . . at40.......................................:...............:...............'-'-------- c i................... '--- '------- ...:....... -• -' = - - - -' -' -' = :.. .. :.. 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' ... :. . ...........–:........ ..........;...... . . . . . . . . : . ................ ....... : :..... .............: ........... ...... .la..... ..... ...... ... ............. .............. .... ............ ............... ............... . .... 00 , .... . -................ 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 SCALE: HORQ. 1 " =20' VERT. 1 " =10' REVIEWED I"OR O OMPUANCE WITH OTY STANDARDS l I. PLAN REVIEW DATE j %Aa f- -- s N 3 If� WASTEWATER UTILITY DATE CITY OF RENTON DEPARTMENT OF PUBLIC WORK SIERRA HEIGHTS PLAN AND PROFILE QUEEN AVENUE NE L@_ _ Rm u Brown and Caldwell 1 GEN. REV. PLAN & PROFILE BRIG MVO 2L92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137CO13 DRAWN: CADD TEAM AS -BUILT INFORMATION PROVIDED Consultants SCALE: AS NOTED �eLD 80GK: PAGE: BY INCA ENGINEERS, INC. CHECKED: B. GATZ ROBERT S. CUSTER Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: - - „v _ I SHEET: 13 OF: 19 N II a U e N 0 0 3 a a 0 n n 65 HOUSE { I ank 12822 SE 102ND gp I 1 ay6 O I ' s39y HOUSE j i V 12834 SE 10211D ! f 1 g iI 1 II I1 ! 12804i0U5102ND a�ry� !1 HOUSE ep6 I 959 HWSE p� I I / a�9,j6 HOUSE 'l0 \! \ 1 12842 SE 102ND 1 a} I a} 12850 SE 702ND a1P I R7 I� I / I 12812 SE E ND a}9 (SE 102ND `T\ f !I _ 120 — -- LIMITS O ASPHAL I 1 GIYLf J J 10126 - 728TH SE I 3' ON WA ' MITz' 1 Ca r1PE I / ! / 1 /�p1, ® ^L \ Y 1 / 1 I LL 16./ \ I I I C CB TYPE I ! -- CB TYPE I I � I W W � 1�-� -� - _ _ I II Z ' !"Ill c4i -- --'1 I —1—N 189,700 1 -- ® I 1 -- y L+.I PR VID KNO UT y -x -- ® -- -- -- -- -- -- ASPH �.V06 ASPH TO OR T,,,sssHccl,��YF C - D ® I 7YP I V_ INT27. J' MB ��X tCE LUIS —/ °/W E_ -O- D /YH ® i D/W D/W $ ASPN -_ -- -- _- ASPH Q Q M µN69 12 ^�- -1-___ ____._12-' SQ____ ____ —___ H® ®� O D/W _ _ ___ ---12- _ -� 6•W— _ _ _ __ _ 12' SD iE c W j 0 -- — - -- --- -- ------ -- - - - - -- -� ca TYPE I ' �•- --- - - _ Lj HousE ;- i MH 16 5' Z oz03 - 126TH SE i* i - -- - - - -- I-- \ - -- 3 ONC WA� ---- - - -2 ^c -- — --- — - -- - - - -- ' I 440 —. / AsPH - - - - - - - = 1 C ® KING COUNTY �\ D/W EE CE uNE ___ ®� °° ® \\W I N ASPH 0/W !, DL�RC -- CITY OF RENTON -- - _ __ ® °/W - - V \ _ / �SPH I ! - -• •_ ! \\ CB TYPE I \ _ _ __ _ a�ticp 1 !W 5` ! SIDE SEWER -- iI SEE DET A/5 (TYP) �� I I R ABPH D/W _4 HW I 'I HOUSE a}9an 3707 NE HOUSE PL 61 HOUSE \ HOUSE x•7061 i a }0:y1 12851 SE02ND MA 3701 NE 2nd PL N 169,8 a� I + y1 3721 NE 22nd PL 6` HOUSE 10209 128TH SE i ! LI i� E SSA ;+ 6 N 189 665.82 1 I 3715 NES 2nd PL I a x'11 �! 12843 SE 02ND 1 P ' E 1,669,998. CON WA REVIEWED FOR COMPLIANCE WITH CITY STANDARDS PLAN REVIEW DATE OKA —t—F c_ a1%3 WASTEWATER UTILITY DATE SCALE: HORIZ. 1" =20' VERT. 1' =10' Lri�@® o IV_ AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER Mmmft Brown Caldwell OW Consultants Seattle, Washington NOTE: ................. ....... .... 1. CONTOUR INTERVALS ARE 1 FOOT THIS SHEET. :............. :. ........... ............. ............... .............. j: . 4 0 ... 460 ............................................................:......................................:.......... .........:.................... • .........:....... :..........:�-:...... -.:.:I:'. . . . . : �0':.......... .......... ...........:.......:�-:........ -V 3. .... 1 :. ..... ........ :.. .. ...:.........: ........:....... ..................:::::.::.... .. 4 ................ 450 ..................... .............................. .......................... .....................:...................:...................:...................:...................:...................:...................:. f I_ .... ............... ..................:............ :.. ..... ..... ............... ............... ............... ............... ............... :.. :.. :........: .. .............. : �':.......: .......:..: .... .... :. .... ..:.... ....:. ...... :.........I.........:... RIM EL 4 0.43. . . ; .I . . . . . . . . . . . . .. RIM EL 43 . . . .. ' . .. .. :. :. :. : : 1 . : : . . . . . . . . . . . :440 440. ............... : : : . ..... .. _. ... . . . ._._._. - a -. - - -. . . . - . . . — ... -— .................................:........ ..........:................... - -- ......... .............. . -- — -- .. I .. ... j� :. .... .... .... .... ..... ... .. .. ... 430 ...................:...................:...................:....................................................................................... ... . .... . :. .........:..................... . 30 .... .. ... .... ... :.... S 262.85. LF SG :0.00985 INV. 42.13 W:: V47.25:': IN 2....E ::... 0 J .:: INV 424.39:5 :: .... .......:.. ......:.... INV 424,54 E. :. ... :: ... .. - .. . 20 ....... ...................:........ 420 ........................................................................................................................... J. .............................. :. .. . ............:...................:...................:...................:...................:...................:............... ....:...................:...... :.....I:...........:4 ........... ....... :.........: .... :....... ....... i .. (�....... ':':. ..... :...... ...:.........:.........:..... ... .. .........:.........:....... .. ........... .........:....... ..... .. .. .... .:.... ..... .. . .... ...... I- :. .....: ............ 410 .......................................:...................:..............................................................................................................................................................:.........................................................:.............................. ....... :.� ..... :.........: ........:...................:.. ... ........ ....... . ....... ............... ............... :........':........:.j........ ...... . ...:410 400 ...................:........................................................... ..... ::..:.. I :. :. .:. L......:...........:........... ..:.:... .. . .. :. :. :. ....:�. .:............ ...... ... ....... .... ............... :'j" i 40 :. ..:.... :.........: :...... ............ :.........:....... ...... ..... ...:.. ....... .... .:g .. - - -.. -. ....... .... - ...- .... ............................... �Iw .... .. -... .. ...... ..... ....... ... .... .... .... .... .. ...... :...................:...................:...................:......................................:...................:...................:...................:..... 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 REVIEWED FOR COMPLIANCE WITH CITY STANDARDS PLAN REVIEW DATE OKA —t—F c_ a1%3 WASTEWATER UTILITY DATE SCALE: HORIZ. 1" =20' VERT. 1' =10' Lri�@® o IV_ AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER Mmmft Brown Caldwell OW Consultants Seattle, Washington C, I J U N M Q1 I a N O 3 0 n m I oaf' e e I I 0 12850 0 SE SE 102ND I O I I � p�'L 12856 SE�102ND p0:1�" I \' p I 1 1 , HWSE .� I ' " 1 1 I 12864 SE 102ND I Ld N 189,7'.10 I �\�___ i + (SE 102ND ST) NE 22ND PL -� \�� > ASPH -- -- I D/14 ® DPH -- -�� MB O �� Moe FLAGPOLE 7� �- - — 6 w NE ASPH D/W MB Ak 5, M - \\ / N 189 650.40 �\ - 6 W /GRAVEL . �B TYPE I E 1,670,525.78 - --� - - - - - -- I DCON/wG CONC - - - - - - - - L1 OFF ASPHALT D/W � DASPH /W OVERLAY EEI \ ' -SIDE SEWER SEE \��- \ CONC \ ce E 69 DET A/5 (TYP) `�/ D/W \ i IF-0 MH ` 4 ry P / I t N 169.600 p5�• \ i I SS Ig 1 ' CB TYPE HOUSE \ - 12843 SE 102ND "W SE , w 1265:' SE 102ND ! -- \�-�` DAMN' IN, 6 -- -- - - -- NOTE: 1. CONTOUR INTERVAL FOR THIS SHEET IS 1 FOOT. ................................................... :. .. .. ...............:.... ............................... ............... ........ .............. .... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... :. :. ... ....:.........:..... ...:... .. .....................:....... ......... :..................:.......... ............... ... ......... ............... ............... .............. ............... ............... ........... ............... . .......... ....... ........... 60 :. .. ....:. 450:: ............. :......... ... .. .:................ .... ..: :.. ......:... ............:..................:...................:...................:...................:...................:...................:...................:......... L.... ....... ........:.........:..... ...:.........:.........:.... :. .....:... .....:.........:.........:. .....:... ... .:.... ... ............................... ........... ............... ............... ............... ............... ............... ............... :..... :......._. _....... ....... ....... ............... ............... ............... ............... ............... ............... 50 ....... ....... ....... ....... :.... ....: ....0 :...... :..... ...:... .....: .. ?....... ::....RIM EL: 439.34 :.. .. .+ .................. ...... � 440. .: ........: - -: _ - - _ -- - - - J -�---- 40 j--- - -- -- - -- -- - -- 430 ..................... :. .............W................. :. .. :. .... ... ....:. ...... ... ........................... .......:......................................:...................:.................:.':.................:..:...............:..:.... .............:................. ............... .............. .... :.4 30 ......Z .........:.... 264.26: LF ... ...::: g. "5::: S =0:00935 :: ; .. . . � 420 ......... ..........:..............G..?.. :........ ... ..... W .. V :429.72: :.........: :. ..... N... . ................:. ..................: I V4 i 3S N . 29.8 . .: :. ..............:...................................:...... � ..................: .... ... ..... ..... .. ..... .... .... ...............:............... .............. .............. :.4 20 • _ .. ... .. ... . :. .... .......... ....... .. :.. ..... .. .. .. .. .. ....... 1 :.. :. .........:...... ;.. ..... :.. ..:.........:...... ..:...... ..:.. :. .. :. :.. ... :.. ... ..: . :..... .... :. :... .................:.................. .:.................:.:......... :. .... ..:.. ......:.........:........ .. ... ....... ...: .. .. ... .. .... 10 .. .. .. .. ... .. ..... .. ..... :.......:. 400 ........................................ I........................................................:. . .:. .:: .. .: :. .:.....:... :. .. ...... ..... ...4. .. ..... .. .. - -.. .... .... ... ..............:.... ... ....:........ ...:....... ... .:.............:... ...........: ............... .................._............ ...•... .. •.. .... .. � .. .......•. ........ .. .. .. .... . ..4 00 . .... :................ .: ....... I. .... ..:. ........ .............. .................... .. .: �Q. .w x. :....................... .................. .............................................................................. :...... .... .................................................................................................... ................ ................................................................... ............................................. :................... :................... :................... :....... ............ :................... :.......... ......... :................... :................ ...:................... : 10 +00 11+00 12 +00 WITH CITY I PLAN REMEEW DATE t Im-U c- - to(St4 WASTEWATER UTILITY DATE SCALE: HORIZ. 1 " =20' VERT. 1 " =10' La @° o MD1v Brown and Caldwell AS -BUILT INFORMATION PROVIDED Consultants BY INCA ENGINEERS, INC. ROBERT S. CUSTER 111CPW Seattle, Washington s -so9 r r r r I A I 1 It I r r r I T I x ! 1 1, 1 a 1 1 3 ; ➢ ➢ 1 Z HOUSE \ + I 2115 REDMOND AVE NE +, + 1+• + 1 i HOUSE ' HOUSE AVE NE ' 2107 REDMOND SIDE SEWER, SEE w TYPE I + \ DETAIL A/5 Ar , Z - - GRAVEL ASPH CS TYPE 11 -- -- — --- — -- - -- — - -- — - -- \ ,z•15D , MH N 189 033.58 e \ 4 CB Type 1 E 1,670,251.28 —�5 - -- MH 19 \ $o �/ \ �, , ,, ` �,`• +, � .✓ \ ` N 189 - 319.96 ,' \ \ \ 1 N $ 1 +� E 1,670,365.11 CS TYPE I \ - - - - - -- — --- - -- - -- - - -- -- - - - - -- '6 \ V V7. � ASFIH ® 2 -14' PINE ASPH / IN 1.6 _ -� ,11 ASPH 11 " i ca,YPE, �/ ice— ��_�g cer&E, i , 'A O/W ikll �� REDM�D AVE`NE -- / ASPH 4 CB TYPE , _ / (12 th AV�SE) / GRAVEL ` \ NOTE: ... ......... ..... ..... .......... ............... ...... ..... ....... .. .... ............... ... ............................... 1. CONTOUR INTERVALS ARE 1 FOOT THIS SHEET. ................ ................. ............... ............... ............... .................... 450......:.. �.... ......:.: ......... ....:.... ........ ....... ....... ..:.... .. :.. ;. .. ... .. .... ... ....... ... .... . .. .. :. ...�.:.:.:.. ... ............ ;. .. ... :... :.. ...... :. = :.. IrD'CCCII000US 12"FIR /�'/ � ' V 1/ /'��` SE �� 21 REDMOND AVE NE HOLOM _\` 1/ : \ \ \N 2100 REDMOND AVE NE 2112 REDMOND AVE HE A + \ I (y fiNEVE -3 FOR COMPIJANCE VATH CITY STANDARDS PLAN n�REVII/E��W DATE hM1r-is— � , 4 t.,_,-. � — tts WASTEWATER UTILITY DATE 22@_ o T v Brown and Caldwell AS —BUILT INFORMATION PROVIDED Consultants BY INCA ENGINEERS, INC. ROBERT S. CUSTER Seattle, Washington swso 9 NOTE: ... ......... ..... ..... .......... ............... ...... ..... ....... .. .... ............... ... ............................... 1. CONTOUR INTERVALS ARE 1 FOOT THIS SHEET. ................ ................. ............... ............... ............... .................... 450......:.. �.... ......:.: ......... ....:.... ........ ....... ....... ..:.... .. :.. ;. .. ... .. .... ... ....... ... .... . .. .. :. ...�.:.:.:.. ... ............ ;. .. ... :... :.. ...... :. = :.. .. . ...... ........... ..._ 50 ... .... .. ..4 : . .... 440 ...:.:.:..... .....:... ........ ........... _ : ... ... ... ..... ........... . . .....: .... 40 . . .. . . . . . . . _. . RIM : EL 4286 9 . .... . - . RIM: E� 426.04 + : LL I 430: ...............................................................................................................:.:.................:..:...............:...:..............:... ;- , ................:...:.......... , �: , - 1 .. . -.... - _ _ _ : ..................: .................:.:........... ......................:... _ ..... ..... .... .......... .............. .....--- -• - - -- ------ ... - - - -- ....................................... 430 ...... - --- - - - -- - -- -- - - -: 1 : .. _--T — .. :: .. . .. .. 420 : .....:...:.............:..... .. .. . . :.:.:.:..:.::.::.:.:. :.:..:.:..:.......:..:. ......:.....:.:........:.:.:.:. .... ....:.:.: 4 i INV:412.37 N _ _ _ :.. ... S= 0.01856 .. - :. INV 418.63:W . .. ..... p+lV 418.09 S• 308.17 LF qJ V 418 41 E .. 410- . ......, .... : . ............. ................ ......... .............. .... ......... ,...........:.:........ ................... :.4 ...... .... ....................................... ............... ............... 10 INV 412.25 W INV 412.31E : i i ... ..... 4U 0 .:.....:..:..:.. : _ ................ ................... . :. : :.............. _...... �.: ...... ... . 390: ............... ......... ............:.................. ................... .................. ........ Lj �I . ................ ......... ...:..... .......... ..:. .. . _ .. .... 0 +00 1+00 2 +00 3 +00 SCALE: HORIZ. 1' =20' VERT. 1' =10' (y fiNEVE -3 FOR COMPIJANCE VATH CITY STANDARDS PLAN n�REVII/E��W DATE hM1r-is— � , 4 t.,_,-. � — tts WASTEWATER UTILITY DATE 22@_ o T v Brown and Caldwell AS —BUILT INFORMATION PROVIDED Consultants BY INCA ENGINEERS, INC. ROBERT S. CUSTER Seattle, Washington swso 9 N II M m I a N I m �y I 3 0 0 U M 0 I HOUSE 3708 NE 2 ntl ST I —�—N 789,400 I — J_ I 1 + HOUSE + I 1 + HOU Sf � —HOUSE 1 b320 _ ` 3800 NE 22nd ST IpS 1 1 4305 HOUSE , I �ny^.r 5 3824 NE 22nd ST 43't�q 1 43' 3774 H SE ST 3812 NE 22nd ST I &3 1 Ij �6 3 HWSE2nd 5T 42q q6 \\ ,5,40 HOUSE * I 1 3902NEE22nd ST _ 1 \ 3818 NE 22nd ST �a I CB TYPE I '\ Ce TYPE I \�\ `X ( E 103RD ST) `�--- - - CB TYPE 1 N 22ND ST 1-- i i > , — -- -- 1 ADS —� �� o C GRAVEL v v J!_ t FENCE LINER_ — 1 / I �' /W �_ ASPH n — D� b yo /W ASPH CONC — --- _ ASPH /W DSP i• ° ASPH ® _ LIMITS OF ASPH LT - - - - -'- - -- __ ___ ❑❑ {� ASPH OVERLAY - -- —�- -- — -- — -- �� } -- --i� / MH N' / E1 i � 5' o MS me CB TYPE I a2q•� HOUSE 2115 REDMOND AVE NE / 1 I - - -� _ MH 20 \ MH N 189 319.96 E__1,670,365.11 ,\ 5' / / --- - -- - - -- -- - - - - -- ___ — _ _ ASPH MB o MB _ o ASPH GRAVEL ® o DIW GRAVEL D/W DIW SIDE SEWER, SEE DETAIL A/5 (TYP) 1 / � C8 T1PE 1 1 4i 42g 88 — �— HOUSE / X26 h"A'� HOUSE 4 / 2112 REDMOND AVE NE HOUSE 3821 NE 22nd ST 3815 NE 22nd ST iL - / s 3901 NE 22nd ST REVIEWED FOR COMPLIANCE WTH CITY STANDARDS PLAN REVIEW DATE %_u _ d.. � 10(8(153 WASTEWATER UTILITY DATE f 1 r e A c t SCALE: HORIZ. 1 " =20' VEPT. 1 "=10' Z % @_1B DMf rown and Caldwell AS —BUILT INFORMATION PROVIDED Consultants BY INCA ENGINEERS, INC, ROBERT S. CUSTER Seattle, Washington CITY OF R ENTON DEPARTMENT OF PUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE NE 22ND ST GEN. REV. PLAN dt PROFILE RBG MVO 2 92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137C017 DRAWN: CADD TEAM CHECKED: B. GATZ SCALE: AS NOTED P-. BOOK: PAGE: REVISION BY APPR. DATE APPROVED: SPEET: 17 OF: 19 n "ccraw ae a c wan,cs NOTE: ................................................................................................ I.......................................................................................................................................................................................................................................................................................................................................................................................................................................................:.................... 1. CONTOUR INTERVAL IS 1 FOOT THIS ............................... SHEET. .- . 450 :.:...............::.: :...................:...................:...................:.......................................:...................:..................:...................:...................:...................:...................:..................:.........:...:...:..........................................................:...................:...................:...................:...................:...................:.................:................:.:..................:......... , I .�' .3 - ...............:.... .... o :. ...... :....... .:.........:.........:..! :.... :.. ..... :.. .. :.. ..... :. .::. ..... ....... :. .. - ....... ..................:.........:.I :.:.:.: .. . . L. 50 ...... :...... ... .................:.....:..... 440 ...................:...................:............... :.......: :I:.... .......:.. :... ...: .......::.......::.......::. ..... :.........:.........:.. ........ :.........:..... ...:.... :.. �.......:........... :. .......:. ....: :. :. ....... :: ..... ... . .. ....:...................:...... i 40 :.... ....:.........:....::: RIM EL: 432:8& ::::::::: :::::::::......::::::.... :::::::::: :::::.. :.. ....:. .. . . .................: .4 . ....... .... ...... i - -- �_ - - - - . L :428 96 6 :RIM: EE z37 430:: ............... .. ............................... :-. :. :. :. : . ........ ... . . . . . . . .............. ......... :. . . ....... .. ............... :.. ... ...... . ................. ::. : . . . . . ............... ............... .......... .777 7 : :. . 1' .188.63 - LF ... ..... ...:. - 420 ......... ............ ..........:..:.:.:.:........... . . ............... :.. ; ::8as ....:::. ... . ... ...:...................:....... :..... ...:.. ......:..... :..... .. .. ... 4TfV ":4 "24:58..E .:...... ......:...:.................... • ......... ... ..............:................ :......= ....... R 03154 ... 8S : =:0 "00933....._.. ...I:Lf.: ........... .... 420 :..... :.........:..... :.. :.. :.. ......: :.. - .....: .....: :.......: ....- ........ ......... :. `: INV: 418.83 W .: ...... 264.87 LF.. : ' fNV 420.88 'W ....: :..... :.. ......:.. ..... .:.. . -.. :.. .. ......: ..... INV 418:09 S INV 4i 8.41 E :. . INV 411 07 E :. .:........ .:.........:... 410 :...................:...................:...................:...................:...................:...... ...: ... ......:... .....:....... ..: ...... L............:...................:...................:............ .::: ..... . .. .. .... .....:...................:..... :...................:............................................ ............................... ............. ............... .............. ............... ............... ............... .............. .1..................:.� .....:.......410 . . I:.: .: I.:....... :: . :: ... .. ...... :.. Q... ...: .... ... 400:: ..................:...................:...................:............... . ....: : .. . I: ....:...................:...... .................:......................................................................................................................................................................................................................................................................................................................................................................:...................: ......... .... ............................... ...........................400 .. . .: :................... :.............. : ! ............. ........ . ....: . ....... ....... . .........:....... . . . . . . . . . . . . . . . . ............ ..............:...................:................. .: ............:. . .............. .............39 jI ..:.... .. :. . . . . . . . . :: . . . . . . .. . . .. : : : . '.66. . . . . . . . ::. w a : .......................................: ................ :................... ............... ....:..:....,�.;.�: Im OU�.. ..... .. ... . .........;:... .. . . ::. . . . ..1. ................................................... . . . . : ....................... :...... � . . . :. . :. . . . ... .� iu . " . . . I 0 +00 1 +00 ................... ............. ..... ... . .............. 2 +0 ........ 3 +00 4 +00 5 +00 ..... ...... I ....... REVIEWED FOR COMPLIANCE WTH CITY STANDARDS PLAN REVIEW DATE %_u _ d.. � 10(8(153 WASTEWATER UTILITY DATE f 1 r e A c t SCALE: HORIZ. 1 " =20' VEPT. 1 "=10' Z % @_1B DMf rown and Caldwell AS —BUILT INFORMATION PROVIDED Consultants BY INCA ENGINEERS, INC, ROBERT S. CUSTER Seattle, Washington CITY OF R ENTON DEPARTMENT OF PUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE NE 22ND ST GEN. REV. PLAN dt PROFILE RBG MVO 2 92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137C017 DRAWN: CADD TEAM CHECKED: B. GATZ SCALE: AS NOTED P-. BOOK: PAGE: REVISION BY APPR. DATE APPROVED: SPEET: 17 OF: 19 n "ccraw ae a c wan,cs O HOUSE b } }' 3908 NE 22nd ST HOUSE OI b'r��9 3920 NE 22nd ST b }6 }0 , 39112 NE 22nd ST b �L1. ti9 I p HOUSE \ I� I '1' HOUSE I g HOUSE 4008 NE 22nd IST �--� p }� 3974 NE 22nd ST Jb'}3+� \ 9 1 I b }� 4000 NE 22nd ST g3i HOUSE 392 HE 22 1 1 I 1 8 d ST NE nd ST SIDE SE R, SEE (SE 103rd Sf)� I I' 1 ' 1 \ ' FEPjCE . _ -- DETAIL A (TYP) \ CB TYPE I 9+ I ' I I \ �\ \\ 2201 UNION AVE NE I ASPH D ASPH ASPH ® ` It ASPH 1 0/W D/W \ { D/W \\ ® 114 ASPH ` GARAGE SP _ 7W \ ASPH �1 D i -- CB TYPE I / - -- _- _-- 6'W- D/W CB TYPE I u`i(� -�- °o a - -�- _��'_� \ _ -- 1 - -' -- -- -- i -- - - -_ -- -- - - -- -- -- - - - - -- -- -- -- - --' -- f` _ 1 / I S _ __ B'W� - W- R-T89�oo► - — - - - — - - - — - + —�— MH 21 ____4__ --- 35' MA - - ----� - - _ - - - - -- _ - - i - - -M® - - ___.�__ __- ___ 12.50 -____ ' 1 AVE L U �� D/W D/W ___' ------ -�'-- M W I- C ASPH \ - /W ® ® D/W ASPH '7" _ _ _ - --- --- _ _ _ ® O/W D� aS ue - -- -- CB TYPE I - - _ _ 1 _ _ _ _ IB 0 � / = II/W qa�� .. G E 1,671,201.72 LIMITS O SPHALT OVERLAY i ° I F i HOUSE I/ ti9 i f bS59, d`i / _ �s �} db 3907 NE 22nd ST I / - - -___ bbd• ' f HOUSE I II All HOUSE I 3913 NE 22nd ST I 3907 NE 22nd ST I HOUSE � 101 3919 NE 22nd ST HOUSE HOUSE HOUSE HOUSE 3925 NE 22nd ST 4001 NE 22nd ST 4007 NE 22nd ST HOUSE 4017 NE 22nd ST 4011 NE 22nd ST CITY STANDARDS PLAN REVIEW DATE WASTEWATER r • UTILITY DATE %, @_TU011UL AS —BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER 8 Brown l ell Consultants Seattle, 'Washington -Oft AM 0 REV. PLAN & PROFILE RBG MVO 2/92 DESIGNED: REV. PLAN & PROFILE RBG MVO 2/93 DRAWN: CHEOKF_D: REVISION BY APPR. DATE APPROVED: CITY OF RENTON "LRTMENT OF PUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE NE 22nd STREET _ MILLER DATE: JAN 1992 FILE NAME: 6137CO18 )D TEAM GATZ SCALE: AS NOTED FIELD BOOK: PAGE: SHEET: 16 OF: 19 wnecro" a vu"uc aoro:s 1 I I I I I I Lj I I I I AL q yy e NOTE: ............... .......... ............................................... ............. ................. ....................... ............. ........................... .................... ............ ........ ....... ................................. .................. :......:............. ........ .......... ...................... .................... .................... .................... 1. CONTOUR INTERVALS ARE .................... .................... .................... .................... .............. ...... .................... ....... ............. ................ ................ 1 FOOT THIS SHEET. ........................... . 450: ....... .............:.:.:.:.:.:....... ..: ._: : ... .... ....... ............... ............... ..... . ..... ....... :............. :.........:.........:.........:.........:.........:.........:.........:.... I ........:.........:... ......:.........:..... . ...... .....:::.. ....... ...... .... . .. R M EL 444:47 I. _ 440:: :... .....:...... .................. ............................... .:.. ....:.... I.......... .....:......................... . . . ::.. • RIM: EL 435.24 ' ' .:.. :.........:..... ...:.........:........ __.. .. - — T.....:....... . — -... ................... .........:..................... ..................:...................:...................:...................:...................:.......... .........:...................:. __: - — .... . 4 .. O...... — - -- -- -- ----.. 430: ... lip _ - - -- _...: ._._._. _._._. -- .:- . -...— — .- .- .- ...— . -. -.. :. .... ................. .......... ............................... ..... - - -.. - - -- ,......;...................:.......... .........:................. ....... ... ........... ...... ..... .. ... _ 8 . . .. .... ...... ............... ......... .....:II!1V•435.22.w........... INV.435,06:.N430 . :. ... .... ...... .: . �.I :.. ....... ... ..... S -0 41 4821NY . ......... 420:: ......................... .S .... ....:....... .:.......292108 LF ...:. ...... .. :......... :. 425.40 INV 425.57 E .... ...... .... . .............:................. :.................. :.. .....:.... ........................:. ........... ............................... .............:. :. ... N :. .: 5 ..:............:.................:. ' -i 25 9 S i.................:....................:................... ....... ....... ...... . i.................................................. .......:...................:... ........... .............. .............. ...... . 20 ::: ... ::::: ..... ...... ...... ... ..... ... . ... ... I... ....... ;. .. .. ... ...... ... .... :. ....... ........ 410 .... .. .. .. . ... ............. � ...................:...................:.......... ............................... .................................... :...................:.......... . .. ... ... .. ....... ... ... ............. ... .. .. .... ............... ............... ...... . ..... ............... ............... .............. ............... ....:::., .......:...................410 :. ......... 400:.:.: ....... `.:.:.............. :.......... ................... :................... ................... :................... ...................:..................:............. .......................:....... :. .......... ............... ....... ..... :.. .: :. : ' : .. 0 390 ......................................:...................:......... :. ........:: .. .. .. ..... . . ..........:.................... :......................................:...................:.......... .........:...................:. lt6 .. ............... ...... ........ - ....... ............... ............ .... . 17.....:...................:39 :- . .......... .......... . :. - :. ... -- ......... .................................................. .................... .................... :......................................................... ..:..................:..... : CVi . LV - - - - - - ... . .. .. ..... N�� .. .zl 6 +00 7 +00 ..............................................................................:...................:................................. 5 +00 9 +00 ......:...................:.... _:.............:...................:...................:........................:,.............:......... 1 ® +OC9 11 +00 ..1.......:...................: SCALE: HORIZ. 1"=20' VERT. 1"=10' CITY STANDARDS PLAN REVIEW DATE WASTEWATER r • UTILITY DATE %, @_TU011UL AS —BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER 8 Brown l ell Consultants Seattle, 'Washington -Oft AM 0 REV. PLAN & PROFILE RBG MVO 2/92 DESIGNED: REV. PLAN & PROFILE RBG MVO 2/93 DRAWN: CHEOKF_D: REVISION BY APPR. DATE APPROVED: CITY OF RENTON "LRTMENT OF PUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE NE 22nd STREET _ MILLER DATE: JAN 1992 FILE NAME: 6137CO18 )D TEAM GATZ SCALE: AS NOTED FIELD BOOK: PAGE: SHEET: 16 OF: 19 wnecro" a vu"uc aoro:s 1 I I I I I I Lj I I I I AL q yy e I i 1 -- a- �F- Wi 7 i o C-4 / ' I, + (n LLJ u v W z/ I I vi / I I II I 1 i CB TYPE I 1 1 ' 0 if SD I \ I II / 1' 1; t +E 6`0,400 .. :........: . :. ...................:................:.............. .....:...................:..... ...........;....._......L..... .,............................. .. ............... .:.......:..:. 50 :::::::::::::::::: ...:.... :. ..:...� .:..:...:.....:..:;....:.... .......:.:. ..:...:::.:......:.........:.........: ::::::::::::::::::: ::::::::: .......:.:......:..:.........:. ::::::::: ::::::::: ::::::::: ::::::::: :::::::: ..... ...... :. .....: :.....::: :..... :: :..:;...: :........:................... ::::::::� ::::::::: ::::::::: ::::::::: .. ......::: 440 :.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.......................................:...................:...................:......... pro o � . ........:......... ..........:.................:.. .....:.........:.........:.... ...............:.... :...................:...................:...........:..:............................................................:.:.:...............:..:...............:.:.:...............:.:.:...............:..:.... ..... . .... . ...........:.'.:............... ... ............... AS -BUILT INFORMATION PROVIDED 440 .......:: RIM:EL:425.82.::.: / HOUSE 2006 REDMOND AVE NE RIM EL 425:57 i HOUSE 2000 REDMOND AVE HE APPROVED: SHEET: 19 OF: 19 q "CC Id. OF MV,,,t3 ri I __j. 430 ...................:............................................................................:.......................................:...................:.............. :.... I , �8 �Q5 I 416' 9 �4� ......... ..........:...................i ... ...::...... .....:...................:..... I ............... .............:.........:...... ...:.............................:.. HOUSE.. RED. VE 14E 1922 41 � HOUSE 415 y5 7976 REDMOND AVE NE ... - ..... ............... ............... ............... ..... RIM EL 423.7 ;....;... 415' ® _ _— --- I{ -�! (129TH AVE SE) 420 ' CB TYPE I 3" PLASTIC PIPE I.E. "425.48 . . . . . . . . . . . . . . . . . . . . : . . . . . . . : .. .. .. . . .. ` . . . . :................... . . . . . . . . . . . .:. . . . . . .:. . . . . . . . . . . . . . . .:. . : REDMOND AVE N•E_ ............... ............ / -- '--2 "0 - ___ _C _ __ D/W _- D'H I' ASPH __ _ __ D -_ __ _ /// AXH___ ASPH CON .......: 410 :...................:....... - .:: .:::: .. ........................... ..I. ...:.. .....,...........:............. .....:...................:...................:...................:......................................:...... . .. .............:................. . :.... ....:....... ........: - -- _ _ 77 R INV 412.66 5 ...:............ ...... ............................... .. .....; ... ......:... INV 413.65 N :........ .:. .......:. ..................:............ INV 413.80 S :. :,. ..... .. .. .. .. .. :. .... pp . . . . f 400 ...:.......:........:.:.:.......:..:..:.....:. ::.. :. .............:...............:. :... .....i....... ;... ................... :. :... ::.... .......... ...... .......... .... :. ............... . :... .:. .::: ..... ... .::::: I 1 I NWSE i424� 1910 REDMOND AVE NE I I414�4_ 37' 6 "S STUB CAPPED tI DD / ^ I BORDER �- - 2'G K7m� CB TYPE i ASP 425- --- _ --- -- MBC �` ^ _ MBC _ MH 10 -- 1 -- - N 189031.32 72 "FIR E 1.670.314.71 16'DECIWWS 10'A ER MH 25 / N 188,540.73 / E 1,670,305.47 PROVIDE KNOCKOUT FOR FLI TORE PIPE INV 414.85 - I HOUSE 3802 NE 19th ST C8 TYPE I .� Iz E 1,670,300 -}- Wy 011-t.9 0 MINI- ...................:...................:................... :. 450: .:.:.:.:.:.:.:.:.:......:.:.:.:.:.:.:.:.:.:...:...:.:.:.:. :.. ... 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I.:.:.:.:.:.:.:.:.:..:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.................... ::..:.:::.. ........ .:.........:.........:........: :. .. .....:... .....:.........:.........:.. ......:.................... .. :........: . :. ...................:................:.............. .....:...................:..... ...........;....._......L..... .,............................. .. ............... .:.......:..:. 50 :::::::::::::::::: ...:.... :. ..:...� .:..:...:.....:..:;....:.... .......:.:. ..:...:::.:......:.........:.........: ::::::::::::::::::: ::::::::: .......:.:......:..:.........:. ::::::::: ::::::::: ::::::::: ::::::::: :::::::: ..... ...... :. .....: :.....::: :..... :: :..:;...: :........:................... ::::::::� ::::::::: ::::::::: ::::::::: .. ......::: 440 :.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.......................................:...................:...................:......... pro o � . ........:......... ..........:.................:.. .....:.........:.........:.... ...............:.... :...................:...................:...........:..:............................................................:.:.:...............:..:...............:.:.:...............:.:.:...............:..:.... ..... . .... . ...........:.'.:............... ... ............... AS -BUILT INFORMATION PROVIDED 440 .......:: RIM:EL:425.82.::.: ....... ... .....: ........;........ RIM EL 425:57 i BY APPR. DATE APPROVED: SHEET: 19 OF: 19 q "CC Id. OF MV,,,t3 ri 430 ...................:............................................................................:.......................................:...................:.............. :.... . :. .. .. :....... .... .. I ......... ......... ..........:...................i ... ...::...... .....:...................:..... I ............... .............:.........:...... ...:.............................:.. ..... .. :. .... :... .. :. .......:....................... .... .:. :` ... ...........:................... ................... ................... ................... ................. :...... :. ... - ..... ............... ............... ............... ..... RIM EL 423.7 ;....;... ..... . ............ 4 30 420 :.:.:.:. ............. . . . . . . . . . . . . . . . ...................: .................: ...............:............ ............. ....... . . . . . . . .:. . . . . . . . . . . . . . .. .:. . . . . . . . . . . . . . : I . . .: . . . . . . . . . . . . . . . . . . . . . : . ... .. . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . : .. .. .. . . .. ` . . . . :................... . . . . . . . . . . . .:. . . . . . .:. . . . . . . . . . . . . . . .:. . : . . . . . . . . ...... ......... ......... ......... .... .... ............... ............ . .. 20 :. ... .... INV. 412.76: E:::. i ' i 245.01 :LF... i ... ' :: i 8 5 .: .. S= OA0404.... ... 255'72 ..... 8 "S. ..... . 00373 . .. . . . . . . .. . . . . . INV 4i A•.85 • .......: 410 :...................:....... - .:: .:::: .. ........................... ..I. ...:.. .....,...........:............. .....:...................:...................:...................:......................................:...... . .. .............:................. . :.... ....:....... ........: .: :.........�.. INV 412.66 5 ...:............ ...... ............................... .. .....; ... ......:... INV 413.65 N :........ .:. .......:. ..................:............ INV 413.80 S :. :,. ..... .. .. .. .. .. :. .... pp . . . . f 400 ...:.......:........:.:.:.......:..:..:.....:. ::.. :. .............:...............:. :... .....i....... ;... ................... :. :... ::.... .......... ...... .......... .... :. ............... . :... .:. .::: ..... ... .::::: ....... . ..... . .... . .. 00 390 :......... ..... ....... .:. :. . :. :. ..........:.................... :..... ..... ....... ....:.....................:. : ...........:............:...................:...................:...................:...................:......................................:...................:...................:....................................:...................:.....................................:.:.:..................:......................... � .............:...............:. � .:...............:.:...:...............:..:................................. ..................:............ .......:...................390 �a:':: b o ..... .. .... . ......... �Q.. :. :..................... IUj :. • ............ ...................`. I.................:.:...........................................................:...................: ...........................:..: ........... ............................... a ; F-. : : 0 +00 1 +00 2 +00 3 +00 4 +00 +00 SCALE: HORIZ. 1 " =20' VERT. 1 " =10' REVIEWED FOR COMPLIANCE WITH CITY STANDARDS PLAN REVIEW iDATE rM1.C.l Lot5Au WASTEWATER UTILITY DATE AL I I T I CITY OF RENTON DEPARTMENT OF PUBTAC WORKS SIERRA HEIGHTS PLAN AND PROFILE REDMOND AVE NE pro o � Brown and Caldwell. 1 GEN. REV. PLAN & PROFILE RBG MVO 2t92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137CO19 Y AS -BUILT INFORMATION PROVIDED 2 GEN. REV. PLAN & PROFILE Consultants RBG MVO 11/92 CHECKED: H. GATZ SCALE: AS NOTED FELD &00V_- PAQ& BY INCA ENGINEERS, INC. ROBERT S. CUSTER Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: SHEET: 19 OF: 19 q "CC Id. OF MV,,,t3 AL I I T I