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20140275 AsBuilt Plans 10032017EASTHAVEN VILLA MEMORY CARE NEIGHBORHOOD SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. "YELM ", WASHINGTON "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" ABBREVIATIONS SYMBOLS PROJECT SPECIFICATIONS CONTRACTOR RECORD DRAWINGS VICINITY MAP AC ASPHALT CONCRETE PI POINT OF INTERSECTION EXISTING PROPOSED THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN RB ENGINEERING 15 REQUIRED BY THE CITY TO PROVIDE N.T.S. BOP BEGIN CURB RETURN BM BENCH MARK PL POE PROPERTY LINE POINT OF BEGINNING ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MOST CURRENT RECORD DRAWING CERTIFICATION PRIOR TO FINAL CITY ACCEPTANCE. RB ENGINEERING WILL NOT CERTIFY RECORD SITE a° BVC BEGIN VERTICAL CURVE POD POINT OF CONNECTION -BO • BLOWOFF ASSEMBLY VERSION OF WASHINGTON STATE DEPARTMENT OF DRAWINGS UNLESS WE HAVE INSPECTED ACTUAL NSTALLATION CB CATCH BASIN CIP CAST IRON PIPE PRO POINT OF REVERSE CURVATURE o ■ FIRE HYDRANT TRANSPORTATION (WSDOL) (HEREAFTER "STANDARD SPECIFICATIONS'). OF THE PAVING, WATER, SEWER, AND STORM FACILITIES PRIOR TO BACKFILLING. CL CENTERLINE CMP CORRUGATED METAL PIPE PT PVC POINT OF TANGENCY POLY -VINYL CHLORIDE Da 4y N GATE VALVE ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BY CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACT - co CO CLEANOUT CATV CARL E TELEVISION R RCP RADIUS REINFORCED CONCRETE AIR RELIEF VALVE REFERENCE ARE DRAWINGS THAT SHALL INCLUDE, CLEARLY AND LEGIBLY MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND 9`S o DEGREE PIPE A) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT, DIAMETER R/W RIGHT OF WAY ► REDUCER STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, WITH AND ANY ALTERATIONS MADE TO THE IMPROVEMENTS BEING "RECORD DIP DUCTILE IRON PIPE EE ELECTRICAL RD 55 ROOF DRAIN SANITARY SEWER THRUST BLOCKING B) CIT MODIFICATIONS, IF ANY; B) CITY DEVELOPMENT GUIDELINES AND PUBLIC WORKS INSTALLED, SAID DRAWINGS SHALL BE MARKED DRAWING" AND SHALL BE SUBMITTED TO THE ENGINEER UPON EAR END CURE RETURN SD STORM SEWER STANDARDS CURRENT EDITION: PROJECT COMPLETION. EL ELEVATION EVC END VERTICAL CURVE 5TA STEP OF SEPTIC TANK EFFLUENT oW e WATER METER BOX C) THE INTERNATIONAL BUILDING CODE (IBC), CURRENT EX EXISTING PUMP MAIN DWELL DWELL WELL EDITION. FF FINISH FLOOR DLL STANDARD DETAIL THESE N�5~ FG FINISH GRADE FIT FIRE HYDRANT L LB TELEPHONE THRUST BLOCK GUARD POST (BOLLARD) CONTRACTOR SHALL OBTAIN COPIES OF PUBLICA71ONS AT CON7RAC70R'5 OWN EXPENSE. UTILITIES LOCATE NOTE o / Kq / FL FIT OWLINE /FLANGE FM FORCE MAIN LC LD TOP OF CURB TOP OF CONCRETE ® DOUBLE CHECK VALVE ASSEMBLY THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM THE FIELD AND N 9Gf. G GAS GM GAS METER LG lYP. LOP OF GRATE TYPICAL ] CAP /PLUG MATERIALS, 70OL5, EQUIPMENT, LRAN5PORTATI ON, SUPPLIES. AND INCIDENTALS REQUIRED LO COMPLETE ALL WORK SHOWN FROM RECORDS RB ENGINEERING ASSUMES NO RESPONSIBILITY FOR EXACT LOCATION OF EXISLING UTILITIES GB GRADE BREAK TOP UNDERGROUND POWER I] STORM DRAIN CATCH BASIN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE SHOWN OR NOL SHOWN HEREON. CONTRACTOR IS ADVISED TO HP HIGH LOIN W WATER CITY AND THE PROJECT OWNER. VERIFY THE EXACT SIZE, DEPTH, AND LOCATION OF EXISTING L CURVE LENGTH LF LINEAL FEET WM WV WALE METER WALE VALVE D STORM DRAIN MANHOLE THE INTENT OF THESE DRAWINGS IS LO PRESCRIBE A UTILITIES PRIOR TO CONSTRUCTION. CONLRACLOR SHALL CALL FOR UNDERGROUND LOCATE AT 1- 800- 424 -5555 PRIOR LO h� MIT MANHOLE MJ MECHANICAL JOINT + 9 APPROXIMATELY PERCENT NCO • CLEANOUT COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT START OF CON SLRUCLION PC POINT OF CURVATURE ®p, SOIL LEST PIT OF LHE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. LINETYPES OO#S INFILTRATION TEST PIT ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFEC71NG THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS GEOTECHNICAL NOTE PROJECT INFORMATION EXISLING PROPOSED J 11 SURFACE FLOW DIRECTION SHALL BE IN WRITING AND WILL REOUIRE APPROVAL OF THE A GE07ECHNICAL REPORT WAS PREPARED FOR THI5 PROJECT APPLICANT: A CARING PLACE SLOPE ENGINEER AND INSPECTOR. BY INSIGHT GEOLOGIC, INC. DATED MARCH 25, 2014, IN LIEU OF A REPORT, ALL RETAINING WALL CONSTRUCTION, FOUNDATION, MARVIN PRATT 4110 PACIFIC AVE J'200 I w • WATER MAIN EARTHWORK, 5UB -GRADE PREPARATION, AND PAVING ACTIVITIES FORE5L GROVE, OR 97115 M 0505 a SANITARY SEWER MAIN `M, RIPRAP CONTRACTOR LIABILITY NOTE SHALL COMPLY WITH THE PROJECT CE07ECHNICAL REPORT STANDARD SPECIFICATIONS AND THE IBC. (503) 3057 -3793 (503) 601 -5449 FAX artv STEP MAIN HAY BALE CONTRACTOR AGREES LNRT S /HE SHALL ASSUME SOLE AND PARCEL NOS: 21724140502, 21724140600 p�085 SPOT ELEVATION COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING —FD— n FORCE MAIN 'F ❑ SEWER MANHOLE OF CO S7R THE SAFETY OF of PERSONS CND of THIS PROJECT, REQUIREMENT SAFETY OF ALL PERSONS AND PROPERLY. THIS RE GUIRFMFNL DEWATERING SITE ADDRESS: 311 cuwNS ST SE YELM, WA 98597 I so n STORM MAIN S oC0 • SEWER CLEANOUL SHALL APPLY CONTINUOUSLY AND N07 BE LIMITED TO NORMAL WORKING HOURS AND THE CONTRACTOR SHALL FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION SITE SHALL BE DEWALERED AND KEPT ZONING: C -1 aD Im ROOF DRAIN �r AIR RELEASE VALVE DEFEND, INDEMNIFY AND HOLD RB ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN FREE S STANDING WATER AND MUDDY CONDITIONS LIONS AS NECESSARY FOR THE PROPER EXECUTION LHE WORK. LHE SITE AREA: 5 L4 ACRES /3.55 ACRES X SILT FENCING �T CONNECTION WITH LHE PERFORMANCE OF WORK ON THIS SHALL FURNISH, INSTALL, OPERATE. AND COINTAIN THRUST BLOCKING PROJECT, EXCEPTING FOR ERBILITY ARISING FROM THE SOLE NEGLIGENCE OF RB ENGINEERING AL MAINTAIN ALL DRAINS SUMPS, PUMPS, AND ALL OTHER AND L EQUIPMENT REQUIRED TO PROPERLY REGALE THE SITE AS GRADING: ±3500 Cy CUT ±1800 Cy FILL CLEARING LIMITS DRAINAGE BASIN BOUNDARY t REDUCER SPECIFIED. DE WATERING SYSTEMS THAT CAUSE A L055 OF SOIL FINES FROM FOUNDATION AREAS WILL NOL BE SOILS: SPANAWAY GRAVELY SANDY LOAM GRADING NOTE CAP /PLUG PERMITTED. > SWALE /DITCH CENTERLINE SANITARY SEWER: CITY OF YELM c c GAS LINE O PIG PORT CUT AND FILL LAN TI TIES IF SHOWN ON THIS SHEET ARE ESTIMATED IN PLACE VOLUMES CONTRACTOR /BIDDERS WATER: CITY OF YELM ucP um POWER LINE o STEP METER BOX RESPONSIBILITY TO VERIFY QUANTITIES, ESTIMATE AND APPLY SHRINK /SWELL FACTORS. FIRE DISTRICT: SE LHURSLON FIRE AND EMS CONDUIT N GATE VALVE BUILDING SETBACKS: IS' FRONT, 20' REAR, 10' SIDES 0 TERMINUS PIG LAUNCH PORT WELL /SEPTIC: NO EXISTING WELLS OR SEPTIC T TELEPHONE LINE STORM DRAINAGE CONSTRUCTION NOTE REMOVAL AND REPLACEMENT OF WERE (DENUDER WITHIN 200' OF �� �.Y CABLE Lv LINE OJ ® JUNCTION BOX To PROTECT DRAINAGE ON FACILITIES FROM UNSUITABLE MATERIALS THE PROJECT BOUNDARY. ❑SIG ® SERVICE DISCONNECT HALENTI SEDIMENTATION, THEY SHALL BE CONNECTED LO THE STORM ROADWAY CE NLERLINE O X YARD /PEDESTRIAN LIGHT CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, UTILITIES, PERMANENT EROSION CONTROL MEASURES AND LANDSCAPING WHENEVER EXCAVATING ACTIVITIES ON SITE EXPOSE PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION ---- - - - - -- ---- - - - - -- RIGHT -OF -WAY LINE A a-- STREET LIGHT ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY, AL, SUCH MATERIAL SHALL BE REMOVED TO THE BE DEP TIT DIRECTED B THE ENGINEER AND - - -- - - -- EASEMENT LINE FOUNDAIDAL BACKFILLED WITH SUITABLE ITABLE E FOUNDATION MATERIAL. ® O TRANSFORMER FRONT /BARK of CURB TOPOGRAPHIC NOTE UNSUITABLE MATERIAL SHALL BE BEHOVED FROM THE SITE WORK IN CITY RIGHT -OF -WAY Eoc[ of cwnv[L snou LD[H ❑P © POWER VAULT AND HAULED To R WASTE SITE OBTAINED By THE EDGE OF GRAVEL SHOULDER P POWER POLE TOPOGRAPHIC INFORMATION DEPICTED HEREON WAS PROVIDED BY AN DRE SEN SURVEYING. TOPOGRAPHIC INFORMATION WAS CONLRACLOR. THE CONTRACTOR SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE REOUIREMENTS OF THE CONTRACTOR TO OBTAIN RIGHT OF WAY PERMIT PRIOR TO ANY WORK WITHIN CITY RIGHT OF WAY. ALL WORK WITHIN CITY RIGHT OF WAY EDGE OF P—MENT EDGE OF PAVEMENT NOT FIELD VERIFIED BY RB ENGINEERING. STANDARD SPECIFICATIONS AND THE UBC. SHALL ADHERE TO CITY STANDARDS AS OUTLINED IN THE RIGHT OF E POLE ANCHOR WAY PERMIT. SAWCUL LINE IT I TELEPHONE VAULT GENERAL EROSION CONTROL NOTES LOP /TOE of SLOPE YET .L TELEPHONE RISER WELLAND BUFFER EROSION CONTROL MEASURES ARE N07 LIMITED TO THE ITEMS SURVEY INFORMATION GENERAL NOTES BUILDING ENVELOPE /SETBACK G CM GAS VALVE ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION ABBREVIATED LEGAL DESCRIPTION THE CONTRACTOR SHALL COORDINATE ALL CONSLRUCLION ACTIVITIES oG GAS METER CONTROL MEASURES. NO SILTATION OF EXISLING OR SECTION 24 LOWN SIT IP 17 RANGE IE QUARTER SE NE WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY ca cs ce —ire— GRADE BREAK d A=> BUSH /SHRUB PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE 5H ALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO BLA0281"YL TR B DOCUMENT 3497452: EXC PUN FOR KILL ON RD PER AFN:3946840. SERVICES LO REMAIN ACCESSIBLE AT ALL TIMES. xxx XXX CONTOUR LINE TREE (CONIFER) OFF -SIZE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTOR'S ACTIVITIES SHALL BE HYDROSEEDED. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 'PRE- FENCE ( TREE (DECIDUOUS) STABILIZATION OF ALL EXPOSED AREAS WILL REQUIRED VERTICAL DATUM 88 TO THEIR ORIGINAL CONSTRUCTION" STATE OR BETTER. SHEETINDEX u`nLwN 48 Houes AFTER REACHING FINISHED cRRDB. G BENCH MARK Is THUesTON couNTV CONTROL POINT i SIGN 253E 253 ELE V.= 342.56 AREAS OVER 5000 SQUARE FEET 70 BE PAVED MUST BE C01 CIVIL COVER SHEET ii BARRICADE PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS BASIS OF BEARING C1.1 EXISTING TOPOGRAPHY AND UTILITY PLAN C2.1 HORIZONTAL CONTROL PLAN AND DETAILS AFTER REACHING GRADE. BASIS OF BEARING IS THE SOUTH LINE OF 'HE BE '/> C31 SIZE GRADING, DRAINAGE PLAN AND DETAILS OF THE BE C3.2 COMMERCIAL DRIVEWAY PLAN AND PROFILE HYDROSEED A OR PROVIDE PLASTIC COVERING OVER ALL EXPOSED EXPOSED AREAS IMMEDIATELY AFTER CONSTRUCTION. C3.3 COATES ROAD EXTENSION PLAN AND PROFILE C3.4 CARTES ROAD STREET LIGHT DESIGN AND PAVEMENT MARKING PLAN C4.1 SEWER AND DRY UTILITY PLAN C4.2 CRATES ROAD WATER EXTENSION PLAN AND PROFILE C4.3 DOATES ROAD WATER EXTENSION PLAN AND PROFILE C4.4 WATER NOTES AND DETAILS C4.5 STEP SEWER NOTES AND DETAILS C5.1 T. E.5. C. PLAN AND DETAILS RECORD DRAWING 07/31/2017 0O 00 0� WO° go rca° M dU> > EEO W W > O O >wa� N U o M O Q a O W W N K 0 0 U U K I�o��'H0r _ �orvq e m d 2 c _ - o m o = f W - Djl�llll 11X ® u sm C0.1 I — EXISTING 1Y0 WATER MAIN-}` SEC 24, TWP 17 N, RGE 1 E, W.M. E%. 40' EXISTING CHAIN LINK FENCET / L IN OR- 4o'' TO BE RELOCATED \ EXISTING STEP AIR REL \ — — — — VALTE ASSEMBLY r PROPOSED INGEASENENRESSI _r�__ —_ - - — - - - S U B WA I W/BLO S F � e / � -- LF 1 NG SI �STCRM TEF / E EWSIINGPOHE TO O I � � � ^/ / / \ 3 EXISII!yLl DETENTION GALLERY / / \ AND mIL/WA_ SEPARATOR — -- EASING FIRE EXISTING PON£R TRANSF ..M AND TELEPrvOHE PEDESTAL _- EASTING,FIRE HYdRANT s_ EXISTING 8 "0 WATER t AIN `F / a s5" / G EXISTING MNDEAOROUND / LONER FOR PARKING / OT LIGHTING. NO /j h6VILLA FACILITY EXISTING UNDERGROUND PC— LINES c/ EXISTING STORM CATCH BASINS- „ AND STORM PIPING TO EXISTING DETENTION GALLERY "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" Y"4111e SCALE, 1 — FEET C zo ao ao 0 1NG CATCH BASIN ATV BOX TO BE c D. i/ y� GJ 5I RECORD DRAWING 01/31/2017 ee � e 3 w O %I rn go rca° m dU> >< zw N U o K O ¢ a O W z a I ° z a x a m 0 a O I w AF Es 4 ' r 1 DopOC a d c - o o J W - III N—El C1 -i FACE OE CURB �I E DETa1 ON,�� 1/h �G_F A TNI==NE� h R RO�wA. AT LIE 1— BARRIER CURB HANDICAPPED STALL DETAILLR PID PUM Alo� \ IresrvT aF ®nvam snu \ \ All 1E.1,1EE1 N ANRINIE " RE 11AN NLF TAs NoEwwK VA1J KRIrAE. "LL " % °7" WHEEL STOP/PARKING STALL ACCESSI61LITV SIGN INSTALLATION DETAIL �6� 25 � A — e. 2" CLEARANCE (TIP.) D MAx. "ALL IEE °sALL 8„ 'MIN, Tvro AS ewes PRECAST CEMENT CONRETE WHEELSTOP N.TS. FEE All A 111. —yIES {1 DETAIL THIS SHEET. 4 GONG. J a� \ \j j // I' 111S111 S11111 NI III wo 5 6� SEE NOME g3 —ANSI OON LGINT I EX IIN NDTSS. C III T-1 PIEB.LDEO .IOINT FILLER P'LL z EORM Iwo 11KAIDE 111PEITIN REOUIPED /a EODRE aoURINO — IYELE. oTNEre�sE DlreEOreO D. N F SIDEWALK DETAIL NTI CONSTRUCT ONSITE SDEWALKSJ PER PLAN. SEE DETAIL ON THIS SHEET. ` \ rI \ INSTALL 110 LF OF BARRIER R20 J CURBING PER BRAN "' \ DETAIL ON THIS SHEET. NEW BOUNDARY LINE. SEE BLA BY OTHERS `6 BE Y ID M1 C 9pOS BUILDING SETBACK 66' ti N - FAA KEPT ENPANSION JOINT GRADE BREAK GRADE BR CURB RAM RN(PC PEDESTRIPN CUB,P CFC`T 11N O — O GRADE BREAA WARNING SURFACING TABLE MIN, IoM MAX "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" C, INSTALL 110 LF OF BARRIER — — — — _ — — — CORDING PER PLAN. SEE 1 — DETAIL ON THIS SHEET. \ L \\ RS 11 T� PROVDE 2—W bE BECUTS— y( ) ® 18' O.C. FOR STORM WA T RUNOFF FLOW TO INSLTRATON \ Co- 1 1 POND (TVP. OF 4 LOCATONS). LI li GAZEBO DESIGN BY OTHERS. S II I 0 9? DES) U L O S ?WIDE �� INSTALL 14 \ GIRBINO P DETAIL ON P', INSTALL 14 LF OF BARRIER CURBING PER PLAN. SEE DETAIL EN THIS T SAWDUT A MINIMUM OF V OF (TVP.) EXISTING PAVEMENT AS SHOWN. USE EMULSIFIED ASPHALT TO 6' AES� _ o TT P I JOINT OINT BETWEEN NEW AND EXISTING ASPHALT. 2 `F RS / F O 9' P) FRB 15' ` LR15' j JINSTALL 98 LF OF BARRIER 120' CURBING PER PLAN. SEE .() DETAIL ON THIS SHEET, INSTALL 140 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. REMOVE EXISTING CURBING ALONG NORTH SIDE OF EXISTING DRIVELANE TO LIMITS SHOWN. INSTA LL IS LF OF BARRIER / \ CURBING PER PLAN. SEE DETAIL ON THIS SHEET. PAMNG NOTE: ALL PA No SHALL BE DONE PRIOR TO OCTOBER 1ST. PAMNG AFTER OCTOBER IST WILL REWIRE APPROVAL FROM THE OWNER AND PRO.ECT ENGINEER. SUB —GRADE THAT DOES NOT MEET COMPACTION OR IS SATURATED LL REpUIRE THE CONTRACTOR TO PROVIDE A WRITTEN 2 YEAR WARRANTY FOR THE PAMNG. ADA NOTE: ALL NEW SIDEWALKS SHALL NOT EXCEED 22 SIDE SLOPE GRADES PRIOR TO CONCRETE AND PAMNG WORK. ANY GRADES EXCEEDING THE ABOVE UNITS WILL BE RED VIED TO BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR. NOTE BUILDING COORDINATE POINTS PROVIDED REPRESENT FACE OF FWNDATON STEM WALL OR MONOLITHIC SLAB. PARKING LOT COORDINATE POINTS AND BIMENSIONS PROVIDED REPRESENT FACE OF BARRIER OR EXTRUDED CURBING. CONTRACTOR IS RESPONSIBLE TO COMPENSATE FOR AREITONAL PAVEMENT WI— TO ACCOMMODATE FOR EXTENSION UNDER EXTRUDED CURBING 108 LF OF BARRIER PER PLAN. SEE ON THIS SHEET. RECORD DRAWING 07/31/2017 ee 00 O ° w0° g0 rcaB m d0> > 0 Z LL O W W K 0 0 >wa� N U o K O W J f W O O Z Q a O Z O 0 F Z N 0 4 ' r s 1 °6;A04 of d c C - o .= o W - ® u sm C2.1 SEC 24, TWP 17 N, RGE 1 E, W.M. y B0' COMMERCIAL DRIVEWAY/ UTILITY EASEMENT — — INSTALL 28 LF OF BARRIER •T --- - - - - -- I _ _ —_ — — — — WRBING THIS SN. SEE ° � DETAIL ON THIS SHEET. — SCALE 1-20 FEET O I 2'.. I PROVDE WHEEL STOPS ON ALL PARKING STALLS ADJACENT TO THE SIDEWALK CONSTRUCT WEITE SIDEWALKS EE RETAIL ON THIS S SHEEL ° PER PLAN. SEE LANDSCAPE ER IGL DATUM V STON SO8 CORTAOL ELEV. =34256 I I -- PLANS FOR DETAILS. I� B III 9 81' 9 STALL 20' REAR YARD 1 ACC SS TYPE 2 AAA RAMP PER PSHIE BUILDING SETBACK EE DE I SEE DETAIL ON THIS SHEET. STRIPE PARKING ADA STALLS ACCESS ISLE AND TYPICAL PARKING STALLS 1 I PER PLAN. E PARKING SICHASE PROVID HANDICAPPED MOUNTED ON BUILDING EXTERIOR. SEE DETAIL ON THIS SHEE, D S4' I I B 1 I MEMORY CARE FACILITY 1 2]066 SF �� OB'NIOE \ -- - - \ CONSTRUCT ONSITE SDEWALKSJ PER PLAN. SEE DETAIL ON THIS SHEET. ` \ rI \ INSTALL 110 LF OF BARRIER R20 J CURBING PER BRAN "' \ DETAIL ON THIS SHEET. NEW BOUNDARY LINE. SEE BLA BY OTHERS `6 BE Y ID M1 C 9pOS BUILDING SETBACK 66' ti N - FAA KEPT ENPANSION JOINT GRADE BREAK GRADE BR CURB RAM RN(PC PEDESTRIPN CUB,P CFC`T 11N O — O GRADE BREAA WARNING SURFACING TABLE MIN, IoM MAX "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" C, INSTALL 110 LF OF BARRIER — — — — _ — — — CORDING PER PLAN. SEE 1 — DETAIL ON THIS SHEET. \ L \\ RS 11 T� PROVDE 2—W bE BECUTS— y( ) ® 18' O.C. FOR STORM WA T RUNOFF FLOW TO INSLTRATON \ Co- 1 1 POND (TVP. OF 4 LOCATONS). LI li GAZEBO DESIGN BY OTHERS. S II I 0 9? DES) U L O S ?WIDE �� INSTALL 14 \ GIRBINO P DETAIL ON P', INSTALL 14 LF OF BARRIER CURBING PER PLAN. SEE DETAIL EN THIS T SAWDUT A MINIMUM OF V OF (TVP.) EXISTING PAVEMENT AS SHOWN. USE EMULSIFIED ASPHALT TO 6' AES� _ o TT P I JOINT OINT BETWEEN NEW AND EXISTING ASPHALT. 2 `F RS / F O 9' P) FRB 15' ` LR15' j JINSTALL 98 LF OF BARRIER 120' CURBING PER PLAN. SEE .() DETAIL ON THIS SHEET, INSTALL 140 LF OF BARRIER CURBING PER PLAN. SEE DETAIL ON THIS SHEET. REMOVE EXISTING CURBING ALONG NORTH SIDE OF EXISTING DRIVELANE TO LIMITS SHOWN. INSTA LL IS LF OF BARRIER / \ CURBING PER PLAN. SEE DETAIL ON THIS SHEET. PAMNG NOTE: ALL PA No SHALL BE DONE PRIOR TO OCTOBER 1ST. PAMNG AFTER OCTOBER IST WILL REWIRE APPROVAL FROM THE OWNER AND PRO.ECT ENGINEER. SUB —GRADE THAT DOES NOT MEET COMPACTION OR IS SATURATED LL REpUIRE THE CONTRACTOR TO PROVIDE A WRITTEN 2 YEAR WARRANTY FOR THE PAMNG. ADA NOTE: ALL NEW SIDEWALKS SHALL NOT EXCEED 22 SIDE SLOPE GRADES PRIOR TO CONCRETE AND PAMNG WORK. ANY GRADES EXCEEDING THE ABOVE UNITS WILL BE RED VIED TO BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR. NOTE BUILDING COORDINATE POINTS PROVIDED REPRESENT FACE OF FWNDATON STEM WALL OR MONOLITHIC SLAB. PARKING LOT COORDINATE POINTS AND BIMENSIONS PROVIDED REPRESENT FACE OF BARRIER OR EXTRUDED CURBING. CONTRACTOR IS RESPONSIBLE TO COMPENSATE FOR AREITONAL PAVEMENT WI— TO ACCOMMODATE FOR EXTENSION UNDER EXTRUDED CURBING 108 LF OF BARRIER PER PLAN. SEE ON THIS SHEET. RECORD DRAWING 07/31/2017 ee 00 O ° w0° g0 rcaB m d0> > 0 Z LL O W W K 0 0 >wa� N U o K O W J f W O O Z Q a O Z O 0 F Z N 0 4 ' r s 1 °6;A04 of d c C - o .= o W - ® u sm C2.1 SEC 24, TWP 17 N, RGE 1 E, W.M. INSTALL TYPE 1 CB � —INSTALL - RIN - _ _ _ _ _ _ IF _ ]53.0 \ _ _ TTPETCH 53.0 30' LONG BY ]' N10E NCH. - ]0' LONG BY ]' H TI BY 2' \ IS - 353.0 — r DEEP INFILTRATION TRENCH. DEEP INFlLTRATON \1RiNCH. I of L 67 Pi OF 6 "0 INSTALL 60 LFIOF 6 "0 t -�j j OOF ORAIyiP PE INSTALL 60 LF OF 6 "0 ROOF DRNN PIPE i = 5 N ENORY CAPE FACILITY FF = 356.0 � sW / Af 140 OF OF INSi 6 "0 / F DRAIN PIPE. / 'Sz PROVIDE CLEANOUT AT / ENO OF LINE PND BENDS / N STALL 80 -PA, I a ROOF DRAIN PROMDE CL END OF LIN I \ I / INSTALL 63 LF OF 6" BRAIN OUT AT END _ z5 OF LINE. INSTALL 6 "9 FITTINGS TO / LONER PIPE BELOW FOUNDATION $ FOOTING. SEE DETAIL ON THIS SHEET. SEE ROOF DRAIN FOUND TRANSITOM DETAIL THIS ATION SHEET. - - - - -- -- 113 LF � / Ff j` - - - - - -- ROOF -_____ ROOF DRAIN E �. - - -- lSl TS is Es3.n ro INSTALL TYPE 1 CB RIM - 353.5 E -350.0 "I D FI aT 70' LONG BY 3' WOE BY 4' DEEP INFlLTRRSICN THENCH GRADE AREA PER PLAIN N RS. SEE LANDSCAPE INSTALL TYPE 1 CB ` \ PLAN FOR PLANING AND RI N = 353.] SEEDING DETNLS (T1P.). IF = 350.0 INS TPLL 40 LF ` GARAGE OF 6 "0 ROOF FF = 353. 0 DRAIN PIPE SOIL NOTE: CONTRACTOR TO USE NININUN 8" DEPTH OF TOPSOIL PER ­OE INSTALL tOB LL BMP 5.13 FOR ALL DISTURBED OF 6 "0 ROOF PERVIOUS AREAS. DRNN PIPE _ 2" NMA' zMISTED GRADE RACKFILL MATERIAL �ljVj�YljV' e ORMAPPROVEDAFILL SUBGRADE SEA DRAIN PIPE OF / ALL THICKNESSES ARE COMPACTED DEPTHS. FOUNDATION CPP DRAIN PIPE a i B TYPICAL PAVING SECTION N.S.S. FILER FABRIC DRAIN ROCK ED FIT DR NN P E PER e a TEE AD AN HE 'TH, DFROOF AE.TECHNCAL ENGINEERS N 01 COMPACT,A NAT, UBGRADE, DRAIN�OUNDATION TRANSITION TRANSITION FOUNDATION/ROOF DRAIN DETAIL INSTALL LF LL 105 � -� A OF 8 "0 R.OF ' ♦e Y. I � GRAIN PE � }I I l� MESA LF OF fi "0 PIPE. EANOUT AT E AND BE S. GRADE NEW PARKING AREAS PER PLAN AND PRONGED ELEVATIONS. S TR SUCTURAL BECTON THIS ,.}- SHEET ET. 13J LF -� s / /�•E�2�+ OFNN PPOECIF I /J - - -I Na STIX1M CATCH IAIII LINE DRAINS TO O P E% STING POND. h INFILTRATION GALLERY DJUST EXISTING STRUCTURE LIDS / AND RISER TO GRADE AND REPLACE WTH TRAFFIC BEARING RISER, FRAME AND LIG /GRATE. GRADE ASPHALT FLOWLINE PER PLAN ESFL AND PRONGED SPOT ELEVATONS. rNlAAIN A E T EX ENSURE POSITIVE E TO TO CATCH BASIN. N III -I- - -- - - CAN FINAL R .PLAN= DRDN oK. ogKO 6 oBKo DNIIAI LLI o V VH ,KPHVUEO EN— o o VH 1110 ED E411E 000 000 ° o Oo O Do QZ �" 2 WEAKER DRNN Roc �� O z wwsHFO DRNN eoc Do No � TRENCH SECTION D -D R TRENCH SECTION C -C (TW)R "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" SCALE, 1 " -20 FEET C 10 ®0 SOON CA RIORETENTION PLANT LIST SOIL NOTES NOTES: SO T I CIA STILL BE FREE OF STONES EMERGENT PLANT MIX. SEE LANDSCAPE PLANTING SOIL MIX: STUMPS. KRAFT AND OTTER sMILAR PLANS FOR PLANT SPECIFICATIONS. 50 -60% SAND (CLEAN SAND PER MASERAL GREATER THAN 2. ZASF50 LE AF OR CSSM C -33) PLACE SOIL IN 12 -15 LIFTS O SOIL TOP SOIL. B.RETENTION RASN ON COMPACT IN OF A' CONTENT SHALL BE LESS THAN 57. BE NOT V SAND' L (USDA AM' AND OR LOAM MULCH SURFACE USING WELL AGED (12 MO_ MIN.) SHREDDED HARDWOOD. C CURB CUT LOCATIONS —� AND HARD, CULT PLAN SURFACE IVA - ��IIHII IEII EII EIII- III - III -I I= �� II II II EII EII F "'���IIF ATER FLOW IIEII ��\ 441ikETSOP OF LAND IIP PPE RETENTION AND "c EoL 9151 =u ✓i ��yi� iyi /i%iy�iyi \i /�y�� \" li ly EsnPIPE ALL BE SCREENED LE \`\ \ \ PPE WITH FILTRATION ZONE II II II IIIIII IIIIII= PERFERA IN R BOSSOM IIEI EI6. WRAP N FABR C. ELE—A&S, C ON SIDES AND TOP OF ILL HW GRAVEL. FL ER FASRC SHALL FLOW A i-W EII �IHI II IIHIU MINIMUM OF T5 ARE A MINUSE Rii Liiil. II Illiio i. 3/4" SO 2" DRNN OCK PER SQUARE F005. BIORETENTION CELL SECTION A -A BIORETENTION PLANT UST SOIL NOTES NOTES: STONES, SOIL MINES SHALL BE FREE OF EMERGENT PLANT MIX. SEE LANDSCAPE PLANTING SOIL MIX: STUMPS, FOOT AND OTHER SIMILAR PLANS FOR PLANT SPECIFICATIONS 50 - A ASTS AND (CLEAN SAND PER AASHTD MATERL GREATER THAN 2. 33A$5 PLACE SOIL IN 12 -18 LIFTS. 20 -309 SOP S01L P HEAV' CLAI CONTENT SHALL BE LESS THAN 5%, " NOT "E TOP SOIL AAV NTION BASIN 0R COMPACT IN AN TESTURE (USDA EXTURE "TRIANGLE)M MD SURFACE USI G WELL AGED (12 . MIN.) SHREDDED HARDWOOD. STONE IPLLWAI AT CURB CUT L C SIGN IMPERVIOUS SURFACE �HARDV CULTIIVARS CTS A DRIVELANE ILyLLyLL -Or�- - - � _ _ III -III IIIII�U�I P I TOP OF LL MIx LV _300 TOP PIPE 5 STALL RE SCREENED. - 341 FILSRASION ZONE =E111 III =111�I STANDPIRE WITH 4 PER ERAP I N "FARRICO OM 511rw= _ III IL ill IFII FILER FABRIC ON ADE1 AND 'OR OF GRAVEL FILTER FA NS A MINUTE SHALL FLOW A 3/4- TO 2" DRAIN "Roc L II -- - PEaMSivaaETrooPeRRc BIORETENTION CELL SECTION B—B RECORD DRAWING 07/31/2017 ee � e 3 �o o =� wO �rn W as g0 a B� f > U O , -I lo w W - > N U o 0 O a °O > w J f W O O Z a a w w a z rc z 0 K Lu W N 4 ' 0 5 Vo;OC of d � — o C = o ® u sm C3G1 A OF 11 DCA E E BECN >d �E a I �I 375 370 365 360 355 350 345 340 SEC 24, TWP 17 N, RGE 1 E, W.M -U +20 0 +00 E­ FFT APV0E0A xDMnxluul_n5, 1 Xu Pn �"NC vANx h�LBI N T CPP� LN sRA— ens[ e... 4OTEU iO. 9 >z 41,2' cgtlsHw 1-1l z- a3.x�4yotiN r,11w.I TRH T[oCVEnLL oPa( ENOi4)C XE a 'e, rr ^IN M 1AI 11111T NPYa II TRANEVERSE —TRUV C iTION p NTP � S LI� I EAE1. PA ErvT. �" SD SEFFIN a EFD.3(IA3o TM PnV0.1ENi RaaKFa �J J As xeO. 1'21_. 2 o1.Y,1a)v uLTHOO 0 IYPL II T \ CEB- o SPy AbN4 UIILH a vA D $ C T' OF YELM CITY OF YELM DEIT. OF FUBLIC WORKS DEPT OF PUBLIC WORKS FM_LT C;QNCRFTF 1RENCH— PAVEMENT L _, AI' 'ZOACH RESTORATION DETAIL R[ FIG, 11 I�IFZF'T PYRNANCE FeOVED '" TI THE APPRDVED x6 NO. DN 99 FD YELM D YELDFMDST 9 D sTANDARDS As AUB—I BY 4-10 1tv C 5 C 02�2�9 ,EO 17 1 57 7G 16/3/9A "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" PROPOSEO COMMERCIAL DR-WAY 2° HMA- 2" D_. B' sBc naE SSES COMPACTED E cO.PAD DMPACTED DEPTHS. ROAD SECTION A - A i SCALE 1 -20 FEET C IS 20 4C 0 WIDE CSBC LEVEL SPREADER r PROMIDE BY DEPTH OE / AMENDED TOPSOIL AND SEED WTH BIORLTRADON SEED MIX. RECORD DRAWING 07/31/2017 ee AP 3 �O ❑O o� w O i rn 3o rca° >m ao> o zLLo N U o K O Q a O r w w O rc a O z Q z a a 3 rc O a U W 0 U 4 ' K _ _ 1 DOpOC d - o f W - III N111E1 G3R2P, T\ EMOME EWSTNG STREET TREE AND GRATE. GRAZE SHALL BE ISTING 50' RElt1RNE0 TO CITV. O STA. 0 14.5' I \ ` \ / Io IONN. +35.50, LT. INSTALL R1 -1 (STOP SIGN) STOP A ■ • PER MUTCD STANDARDS. SEE DETAIL L SHEET C13. STA. 0 +30.50 I / CONSTRUCT 24' N1DE�OOMNERCIAL \\ I = PRONOE STOP UNE A // A. / SEE SECiI�N AAA ON TH 5 511€k = _ _ / _ _ — — _— _?100 +00 —_�� •/ ` /�� 882.] -�� —_ _—I-_ \\ 5 {D+O _ - � \ / � _ - - � 6{,p -- -_ —�_— —_ __ —_ s� - -__ —__ \ _ \• _\ w O A \ — ❑ Q a ADJUST EXISTNG MANHOLE US TO NEW SIDEWALK GRADE. CONTRACTOR SHALL I _ - _ - _ - \ ` o VERIFY UD IS TRAFFIC RATED. 55 Z CONSTRUCT NEW CONCRETE ORIKWAY APPRO CH PER PLAN AND SAWDULON sss\ Mn /�( u N w 1' HIDE GRAM£L l£VEL SPREADER III) �� \\f\ STA. 5+)Q50 AND LEVEL SPREADER THSCSHEE Hf ONSiOFlLE. / 12' DE =STRIP Y 14006 CL RD ROFILE 375 HORIZONTAL SCALE 20' VERT CAL SC LE 5' P STA 4170 4 370 365 GREAVDE LEV - - CT21 = 62 1 59 PROPOSED GRADE EXISTIN GRADE 60 .260 LFA - 35465' 345 340 -U +20 0 +00 E­ FFT APV0E0A xDMnxluul_n5, 1 Xu Pn �"NC vANx h�LBI N T CPP� LN sRA— ens[ e... 4OTEU iO. 9 >z 41,2' cgtlsHw 1-1l z- a3.x�4yotiN r,11w.I TRH T[oCVEnLL oPa( ENOi4)C XE a 'e, rr ^IN M 1AI 11111T NPYa II TRANEVERSE —TRUV C iTION p NTP � S LI� I EAE1. PA ErvT. �" SD SEFFIN a EFD.3(IA3o TM PnV0.1ENi RaaKFa �J J As xeO. 1'21_. 2 o1.Y,1a)v uLTHOO 0 IYPL II T \ CEB- o SPy AbN4 UIILH a vA D $ C T' OF YELM CITY OF YELM DEIT. OF FUBLIC WORKS DEPT OF PUBLIC WORKS FM_LT C;QNCRFTF 1RENCH— PAVEMENT L _, AI' 'ZOACH RESTORATION DETAIL R[ FIG, 11 I�IFZF'T PYRNANCE FeOVED '" TI THE APPRDVED x6 NO. DN 99 FD YELM D YELDFMDST 9 D sTANDARDS As AUB—I BY 4-10 1tv C 5 C 02�2�9 ,EO 17 1 57 7G 16/3/9A "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" PROPOSEO COMMERCIAL DR-WAY 2° HMA- 2" D_. B' sBc naE SSES COMPACTED E cO.PAD DMPACTED DEPTHS. ROAD SECTION A - A i SCALE 1 -20 FEET C IS 20 4C 0 WIDE CSBC LEVEL SPREADER r PROMIDE BY DEPTH OE / AMENDED TOPSOIL AND SEED WTH BIORLTRADON SEED MIX. RECORD DRAWING 07/31/2017 ee AP 3 �O ❑O o� w O i rn 3o rca° >m ao> o zLLo N U o K O Q a O r w w O rc a O z Q z a a 3 rc O a U W 0 U 4 ' K _ _ 1 DOpOC d - o f W - III N111E1 G3R2P, I � 360 355 350 345 SEC 24, TWP 17 N, RGE 1 E, W.M. FENGNG `ri cea eun �cuO euv cvirnur: EN AS ,o 1-21111T ®D VERTICAL DATUM NGVD '29 _ / 1 AND T SLOPE. I nrvK 1 t F ° w f Z l• _ ADJUS E CB RIM TOWARD NEW j G1R A AS MUCH AS DEMOLISH 110 LF OF EXISTING FE IBL AND TO OAD FINISHED \ J CONCRETE SIDEWALK. CRADE PRONOE REVERSE GUTTER U AT CB LOCATION ONLY TO ENSURE POSIT— FLOW TO INLET. 14006 CL RD ROFILE FORIZ NTAL SC " LE-20' VERT CAL SC/LE 5' 11 155 41 N ELEV'3C.48 KC50.00 PROPOS GRADE - 'TI -TI -I P s EX SING GRAD _ - A 1B0 LF OF 1P. N1 — ELEV- 350.116 mp STORM PIP 5 =1.8X ST OOR BC 8 PR T - I CB W,4 LET GRATE SECTI N C - C RIM_ 354.50 THC STA. 9 +75.00 I OB RT. _ TYP 1 CB W/IN GRAZE =347.4 1. 09 RIM 351.20 SC ST =12 +00.00 N E = 349.20 STA -11x 0.00 EL 5406 ELEV =34 .545 =34s.o o� -00 7 +00 A +00 9 +00 10 +00 11 +00 12 +00 13 +00 13+ f o-c wsocE cures 1 LI �U�ER 777777� �RFAnNO TDFA o06aK —�� � ob A.C. WEDGE CURB DETAIL ASPHALT NEDGE CURB STA zs O +4z PROPOSED COATES ROAD EXTENSON 6 16 LANE 7 K5'K 2p� i_p° un GRADE TO DRAIN + 3- HIM, CONCRETE CURB PRONITFO SMOOTH 2° CE— AND GUTTER COMPACTED AND TEST ROAD TRANSITO B' CSBC SUBGRADE PER GEOTACH REPORT. U- THICKNESSES CONPAC— ROAD SECTION B - B ARE COMPACTED CEP— y-rp 717 NT,. PA4£B- BRH£L'AHEyF'REMMMN4 REMOY£ EXISTING SIDEWALK = AS SHONN. EII#RE- F- Pk481Elfi--vEETIBh RENOVE E 2 75° DEPTH OF A _ SPHAIT AND PAVE 3 DEPTH HMA 16 LANE 5' zKhK2 J1 /III'/ / 2 _' "T Ii II 3° 1 MA CONCRETE CURB PER CITY NTG 02/02/2017 AND GUTTER 2° CSTC* COMPACTED AND TEST ROAD SUBGRADE 8° CSBC PER GEOTACH REPORT. STRIP SOC AND BACKFILL DITCH WTH CSBC. "ALL THICKNESSES COMPACTED ROAD SECTION C - C ARE COMPACTED DEPTHS. sTn. —12 - 12+55 NTE. L r 5 ,2 ^K�1 a .,.. xoo TN sx /21 �1 /2-1 /5 _ 1 T, a� �xEMAnK IL R/W RtW - io — -� cuxR k nn'ITrs / F CRETF BARRIER cUNH AJU _I GU u cN HF I HARR FR nllRB L IA n 1 1,2 NP. J �11L,omM N o T 1 CEMENT COHC O HL N- ° CEMENT CONCRETE ROL1ID CU�AANU GUTTFR VT A' nno cur. CITY OF YELM DEPT. 0= PUBLIC WORKS CITY OF YELM 11/1 I. OF PUBLIC WORKS CITY 0E YELM UL4'.. OI PTHIIC WORKS �ALNG 6: CQMI,,dILRCIAL COLLECTOR 1 N 5'K- Y KKING PENM17[EL), CEMENT CONCRETE � DrW�L - ;° xa �OInF CEMENT COIVCRI II ry --. —RE CURLS H ` f' - JAN llC J F TIT vxo�EO orvc IN . I. �JOL INFCRHPSIO4T 0, S Id - RTI—F. ,TRFFT 4-4 ^ —111E O1 p xT UNTnE 4 11 o10f3/94 n PROt[ w� Na E ox eo N., Io pL sm pN s cTNTrxs 13 F.. E ..TSUC —E, CT. CES. owN. ItD. 9/21 /loon IEI - - - JEC :5 /1H /9A "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" 2 PECE BIEAKAWAV ANCHOR =EVE vKv/ `11,R/ / /CCCV /C /CCCCCC A�b, \\�\ \ACT �� o // %// A1111111 11 Tl -111 � 7^T- �coxnsx eoLT N , o n v xznv[T , , T I I o} /exTUCnT. or vcAll 1. xroxn Exo exxzs xlu cx[oocnLVnu zzo spuAx[ Tue[ RECORD DRAWING 07/31/2017 ee O ° WO° g rca° m o d > ai > LL U> O MZw KOO N U o K O Q a O , w Z O ZI f d x0 w � ° d a° o rca N z �g Qa U 4 ' K _ _ s U Oc;VO4 m d 2 a d o o W e� s P C3.3 D 0 20 >D NIYI zP � Imo. y 1 — — I 1 I I I I �l I I I`1 aAwe�,.i J •MI. n J � � ro, oe mrnex SEC 24, TWP 17 N, RGE 1 E, W.M. — cOATES i vE vnE NW EXTEnrON- MT,VeC,Iho Streetlight Citcuil Only R set lot St reetlight Circuit � I I I it STREET LIGHT DESIGN i mw ..uu � 1 = I II u ee. DNS �� °I li n lyi � ler o �x T \�y RIN tz ..axa. ea ne aveno-.n. r� s:elma�e z z �1J - - , — N nrv�Z J I J I U o ®Wn polee olner Inen aewan.,o„em. poeN IN, 11 le, He me la" Neel ,eNN 11 SE Na=b'ngron A za a w swear. n sees [e s ss ( jJ' c "�G"!Affiloan Nlw I below. 1,888-321-7779 Callabeteteyoe Mig. pa amp,; �.ml,� ze„ @,§ ® PUGETSOUND ENERGY LEGEND A% CONDUIT NOTE 0 CONSTRUCTION NOTE )a--- ITIEE ON eox ev 11 PaOVIDED N_LLER F, PE AN, WIRE SCHEDULE STREET LIGHTING NOTES Q �a c:H TD °s "P'C' °c ONO CT Rs To "" ENTER' THE "NUT To 'ARE THE 'E"CE AT LEAST 30NDAYS PRIOR TO THE START OF N O2 TONTRACTOR N TO STA L 'T`EETL HT FOUNDAT INS PER OFF OU DELNESCON THIS O3E PEE TO INSTALL JUNCTION eox NOTE: ELSE T SOUND ENERGY WILL PROVIDE AND INSTALL NEW STREET UGHTPOLES, LUMNARE AND AUNCTD BOXES. CONTRACTOR SHALL PROVIDE ALL TRENCHI BACKFlLL AND ROAD CROSSING REPAIR PER PSE BLUELNES ON THIS SHEET. CONTRACTOR SHALL ALSO PROWDE FWNDATON STREET LIGHT TUBES AND INSTALL PER PSE GUIDELINES ON THIS SHEET CONTRACTOR SHALL OBTAIN PSE'S SNAL STREET LIGHT DESIGN REEORE INSTALLING CONDUIT OR FOUNDATIONS. STA. NSTAL L 'E 13' LT. L 'END OF PUBLIC ENU OF ROAN" AND PARKIN G° Pl.BL1C 3PEEU STA, 11 71, 15' LT. EXTEND EXISTNG STOP SIGN PER NUTCO ROpU L1M1T INSTALL R2 -1 (25 MPH LINE TO NEW DOUBLE ON TAND SPERDS AND DETAIL SPEED LIMIT SIGN) PER PRO BE SINGLE SOLD WHITE FOGUNE YELLOW PE STRIPING ON SHEET C3.3. �CY STRIPE PER PLAN. FOGLINE TO BE / VJ DETCO STANDARDS 3.3 DASHED AT EASING DRI\£WAY I DETAILS ON SHEET C3.3. REMOVE EXISTING SINGLE — — ' — — — — — — ACCESS LOCATONS. SOLID NHITE STRIPE. I — DOOR LE YELLOW PE MARKING l STA. 1C +55 — 12+94 ONLY SINGLE BROKEN YELLOW Q NARKING STA s +DO — 12 +94 ONLY COATES B +DO AVENUE NW EXTENSION 9 +00 z -- — s O -- — -- -- — -- — -- --- - I W L m— ® u s RECORD DRAWING 40C, ALlF C3.4 STA 9125, 9' LT. AND 19 RT. PARK COAT S AW PER ING' SIGN BO H SIDES PARKING' SIGNS BOTH STA. 1RKIN 19' RT. ® "NO PARKING" SIGNS BOTH DETAIL ON SHEET C3.3. AfK1Y3 SIDES OF COATES AVE PER No NUTCO STANDPRDS PND PIKNO PAVEMENT MARKING AND SIGNING PLAN DETAIL ON SHEET C3.3. "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" LANE SINGLE RIPE, TURN LANE DWOEH STRIPE, STA. X12 +00 — 12 +94 EXISTING STOP SIGN STRIPING NOTE: ROADWAY SIGNS SHALL MEET MUTC STANDARDS AND SPECHEBATONS. ALL ROADWAY STRIPING SHALL MEET MUTED PART 3 STANDARDS. � e 3 o =� w O iNl rn g o .H >m dU> � zio > z K U O ce U o m O w a O w ce w 0 �z a �O W � ce z Q Z `L Of z Z w w a m w F U 12• I j fi L� _ _ z I— w ° I W Z w j U m— ® u s RECORD DRAWING 40C, ALlF C3.4 07/31/2017 ----------------------- llol`,Tl`� I rz,ory DI7 I - - - - - - - ... DIIII. . . , . . . , -----. - ..... - - - - - - - - - - - - - - - - 1-11L DI 1-111 FIll o III DIT111 O� 11 IF �F I , I , — ��LDI� 21�� 0 LI�2 ,� 1 0 IN, 0 P—DI 0 III DC11 11ID —D —El as IF III I'sl T� II —1-51 CD �F F-111T IIII TIII III SEC 24, TWP 17 N, RGE 1 E, W.M. "Ilo"LlIl IID 1-1 — -- — -- — -- — -- — - — -- — -- — -- — - "I IL MoL — II—I III 1-1 TI) 11 OAMS—NUENW—EN ION ILIIIT 10 I—D—E 1—ILLITIM L'�T 0 ' / - - - - - - - C I� —I ILI I" P"'M I— FLIG I— u I IICLI— LlIL IPECI IF o: �/a 2 ID IP,5_11,2E� 0 Ep Lll�l *CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG* � ly, Y/ �IETP�LL, — T—Fl� I—I M—F 1121 12 111 I—IL A IIEET 11 1 TI I I IT 11 ILIP � I PITIOLI LO — I I-- PPE ILPE — -E P-1 III 2� IL,IL,Ll III LID GIDOID P-E� TO 6E I- "'� -01DIIIIE 10IDOIT IlTILLIT— .11 PSI F7LS�� IN C�LT,�,I""F� ILL PIIII -P TIII 11- 11 — LI-11 I—I 2'0 —� IE I IE —LL BE G—ETED IIIIEM 11ILL �E 0—ECTED Ep I. IIE 11E OF "I"" "L PIC 11E 1IBMIT-1 IF ILL ILIP 1IMPIIIIII I ` ' I' —10— P"o, 'o _E" 1110111E MD RECORD DRAWING 2017 11*11 07/31/1 a :ass o8 8n 3 o & o� o 'o 0 H E C4.1 �I- MI-1 —I F-L' —ITEIT— I-LE IF —C.111IIID IFILT)1— —IS (TIP �F 1) --\ Er P11D Lo " I M DINIl EN�I F L1c71a7T%' I I 111 ID Ld i ��Z04 TP.L SC �E =2Q' VERT CAL SC/LE =5' E %ISTN GRPDE PROPOSED GRADE - - - 8.339 d 5% :�2 w. - -- - - -- STA. 5 +7 .50 10' LT. - -- - - -- INSTALL: ST . 0 +54.30 0' LT. - B'a8 rb' TEE IN FILL: - e-f ATE vA[SE AND eox I g'f 45' BE 0 - 8'0 ATE VALV£ AND BOY THE UST BLOCNI G 1HRUST LOCKING ST . 0 +38.20 .0' RT. STA. 0 +41.0 3.0' RT. R OVE E %1ST G BLOYpFF INSTALL: AS ENBLY AND CONNECT 1 - S'0 'BEND TO E %ISTING 8- WATER THRUST BLOCKING 5 B. FIELD NE IFY ACTUAL Lu III 111TE1 ee �O 00 0� W O 0 2, rca° m dU> >� zlio N U o K O w W O a O z Z D. z O N WZ F X W rc w 3 w N W f U o� C f C4W2P SEC 24, TWP 17 N, RGE 1 E, W. M. I Fv 1 I "f W � M INSTALL rvEw 8 " ■r - ■ PROFILE DETAILS SHEETS C4.2 -4.4. ■y - ■ STEP VALVE BOX IU JilATERLL MAIN � _ _ 25 LF OF 8'f C900 - - _ - � � 2 ■ S S _ + +00 • - - -I - -- _ T� N ��-A SCALE 1 -20 FEET P.O.B. ® WALF MAIN " t� 4 �- STA. 0 +00 - N596259.65 E: 1111774.25 a sz 0'. � � I I NGVO 29 O � ` I STA. S +JA50, 15' NT. J ° ` „ R INSST��Ly RE HYDRANT O - 375 3 14006 C CL RD P PROFILE L 375 370 3 370 365 3 365 360 3 360 355 C CCVE 350 3 350 345 4 45 340 3 340 -0 +20 0 +00 1 +00 2 2 +00 3 3 +00 4 +00 5 5 +00 6 6 +00 g O �51ZEA g 15' METER aox -� mr DA 1/3 "- POLYETHYLENE NE p z s,ESVt coucuxc pl-E- is -1 Pox , - E' z �v paE �1Eti�P L � � wq REST Lr 111-171 2 LINE - �EK ND - €oRPORATIO G G D E (T'`Ge°'^' P_ YALYE DID PBti1 IT . E E " CITY OF YELM 1. wiESS STEEL INGERT_ REQUIRED FOR AEI DEPT. OF PUBLIC WORKS D DEPT. OF PUBLIC WORKS PA I ALLxEEiRVINEE SADDLERS DFALL HAVE RUKKER 1 1/2" TO 2' 2 2 INCH BLOW -OFF S. Y ANDARD FOR COPPER SETTERS ARE: METER SERVICE A ASSEMBLY 1 /Y' - FDRC VDII ID -i SB13 OR EQUAL o o NO. ­KS _DIRECTOR 6 -3 — — Dnn: HOUEING - - RECORD DRAWING "CALL UNDERGROUND L LOCATE AT 811 BEFORE YOU DIG" 0 07/31/2011 IFY ACTUAL Lu III 111TE1 ee �O 00 0� W O 0 2, rca° m dU> >� zlio N U o K O w W O a O z Z D. z O N WZ F X W rc w 3 w N W f U o� C f C4W2P z O N WZ F X W rc w 3 w N W f U o� C f C4W2P SEC 24, TWP 17 N, RGE 1 E, W.M. ®p VFW CONNECT TO ENO OF NE DATE VALVE. i��A °I 6 9 FlELO ERIFT. p¢ a ■ WA OF 8'0 c900 �- -- - _ TER WI _ -_- MAIN _ INSTALL NEWS "OWATER ------------- - - - -1V - ------ ____- __- _ - J I - - - - -_ _ = .v MAIN PER PLAN AND \ -- 25LF OF 8 "0 C90O WATER U MAIN. 9AP- #NB- MARK£NB- - P E SEE DETAILS ON T iLO ' - CQAT'ESAVENLE NtlPEXTEN510N, 'isD�:°' v�-1 \I WM 2" IENPORARY BLOB ? 1 MAIN Jt LF OF B'0 C900 T WATER N - \ y WATER MAIN 1 ATER MAIN Cy p 235 TER MAIN "0 C900 y T _ _ I � W WA - 'z W 1 t M -_ ■ _ \ M _ - -__� • � V � � 12a 1 C­ _F OF 4'0 DI CL52 spiv cnry T` ¢ � 00 rc a o ry e - WATER MAIN 180 LF OF 8 "0 C900 WATER MAIN 88LLFEE _ _ - _ W OEPA iMENi NSULL FlRE HYDRANT � 1 _ '- �'-' -- " W y Ip 3 ClION ASSEMBLY. - ° - FLANGE\ELE V. = 354.0 // \ F O p O ) � INSTALL: INSTALL s POST \ - Eµ. G 5 END \ N QII W O p Il" NITH INOI ATOR VALVE 1'0 IRIpIGATION METER SETTER. a / D CAR PRONDq V'0 DCVA IN HAND HOLD 96 LF OF 4'q 01 0.52 FIRE \\ > \ \ J Box SJWTH OF EASENENT UNE. (/,,�Ip,�� \ ' J INSTALL: I\1 ON BY ILDING`� / ^\ k I \ / Z K Q m m < Nj J ¢ Z U > z LL O - / 2'0 OOMESTC METER SEVER. ITI 5 \ .� / \ _ �\ 1 V BOX PRONCO (9 Z W > U CONCRETE RPRA IN HOT GR AND CONCRETE PAD ABOVE GROUND 93 LF OF 4b OI CL52 FIRE SOUTH OF EASEMENT UNE. UNE i0 BUILDING K W > z LL F } > ¢ W p y S m W 4 ¢ 370 14006 CL RD ROFILE 370 r f oO o TORIZ NTAL S LE =20' w - VERT CAL SC/ LE- 5' 365 365 PR POSED CRA E 360 Ex STING GRACE 360 DoX - ELI l n -I CC 355 _ ooq E IN DRiv 355 350 350 w - O TA. J +81.50 2J' RT. +89.00 3. S I STA. INSTA RT. STA 8 +60 50 6' RT. '4�>59 23 ' COVER. M ROVED 5 LL STALL: - 8'x8 "x8' TEE "x8 "x6" TEE 1 1 - BY INSPEC R p INSTAW 345 1 - 8'0 GA VALVE 'z4" REDUCE r �D9 - - - - - 345 ¢ RUST BLOC ING AND 6"0 G iE VALVE 1.5' �EXIETI G STEP SE _ CE 2'0 z THRUST BL CKING TA. 10 +95. 6' RT. ---- - - - --4 d 340 1 +32.44 .JS' Li 5 A 11 +36.50 30.75' 340 z 2 STALL: - e'a as END KA. BLOCKING R V MOVE EXIST EVE. G CAP �.b RUST BLO ING NET THRU z �fl X W 6 +00 7 +00 8 +00 9 +00 10 +00 11 +DO 12 +00 13 +00 13 +20 w Tap view operating - I -Emits hi phymen} <�w-{= Phinl Hydrant W^ other ah i, F' PuI Yellow H gn o d nt Lock Y MET p �E:_ f Nzj > y _ hone Grad Enam B 1 g 13312 1 � SINGLE METER 1 F x r a s - a wzllh Ihhds HYDRANT OFFSET BOX PLACEMENT I2 E ¢ U " EIS rz wih srem .m`i"oiow xx O s . '.'114C NSTmtherea'l7 ton r - LvpN Z[D STEEL 'RU r. e s¢ xorz e & 5" St- atlapfer valvev slambdalallM Style 1-17 w /SC cop 6 -11 `4 18"-24" FOP re� L [cnLLi"i / lulf r SlOndpipe ranchrson 6" Fla g d 1're 12 � uon depth I+E 3' Mlnlmum - hydra 1 }ae Nc eLOCn oR ovAL sUmcE m "cr uw. <wMCmu E ch Plpa Jolnl 6' X1106 EBAA Iron 8• Inc. Megalug I B, RIPeS °uf2rh leliglh ron •4 METER P. -� _ .I MN 1.11NUEhE�m o �� mJ4� F a: Jens ne .1R r1x m "`f ° °': 6" gale valve. FL x ME DUAL METER I exL PUSrc r See oafs YH fiio85 BOX PLACEMENT L ,^ "��er Wm �r N° "z8 "xlfi" c oncrele block .. a to E E or Box 2 oG ,+nnsxh "'7 " Hydrant shoe Bcckf ll to top hf drain h^us / rng ng plhsfc bawler between bolls wfh 2' washed rock as shown - - z � m - �' x xJ� lhruzl block and lee 6 x 6 sheer of I I m plhsf'c ° sfruct'on fhbr c, ahvering 2" ­­d -1, Concrete thrust ` Cw _ ° b .� e `a arg°1s L Hy 9l Hytlrhnts shall be Ihcatetl in t n place aqo net opal - PE PPE 12° d M L,. _ ir'ux "si� w '' '- TIR only cchrdhnce wllh S RAR 806 ng 0, In add'1'pn v min'mum fora° fool ao ° rot _ - _ _ - - rod us unobstructed working h ° h II a be prhvltled around all hydra& - a CITY OF YELM, WASHINGTON CITY 0 YELM z. HyaRRnra snau be Dresser M & H CITY OF YELM, WASHINGTON H CITY OF YELM, WASHINGTON = EPT. F UD 1 sECT ON DEPT. OF PUBLI WORKS Renam t 1 929. Clow Medallion h DEPT. OF PUBLIC WORKS zy° DEPT. OF PUBLIC WORKS W _ EI FIRE DEPARTMENT CONNECTION DOUBLE DET TOR CHECK VAL AmeHeaR AVK Sett °° 276p ar Mp °I °r ° ° ^1M " °^ 3. Nas °fn`o ;ia° h° f °'v i°a : a: °anon FIRE HYDRANT TYPICAL METER PLACEMENT W/SIDEWALK® W m ba Mechanical joint by AN51 flanges. _ U s npvROlh� DWG. No. - D6 x4 `v o' Valves shall chnih"n Ip AWWA 509 -80. D Valves hall ha Musllar M &H, \:w r - Mo �T DWG. Np. 111 MITI ^� � BUC DIRE DA E Kennsdy. claw Rjw hr waremue saris° Soo. 6 -7 Pueur`, wDRECI CIA 6 -6 DATE E 6- K>..ri E5. D KD. A _ 6, cra H1tlor11hccn payment is requlretl Hy Dss pxry DA>E ren 4D06 00 -W wTPP D cxo.TP 4 2007 Es JEG TI 4/2007 Tty der d Install. DaC /2001 pWN. GKD. D4 /E2007 RECORD DRAWING "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" C4.3 07/31/2017 GENERAL NOTES (WATER MAIN INSTALLATION) OF WASH NUCTDN STANDARD SPECIFICATIONS FOR ROAD, ENDRE AND MUNCRAL CONSTRUCT ON I ALL 1111 IN C TI I IIT-11 ACH A TERM T 1111 THE FILL SHALL ARRANGE FORAA PRECONSTRUCTION MEETING ETO BE ATTENDED BY TNC CONTRACTOR CONTRACTORS S CRESPONSBLEE ITOE HAVE AVSET OF APPROVED TPLANS 3AT) THE THE CT, OF 'ELM IONT A CT MEE, NO 3 WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS PILIINIL BE (PVC) PPE (UNDER 4 NCHES): P SHALL BE PVC 1120H PVC 1220 OR PVC 2120 AND HAVE M N MUM WALLA THICKNESS EQUAL ore LEND THAN THE STAND RD DME o (SURE OFF 20 A ET THE RE REMENTS 0E LAW STANDARD SECTION R 3C 1P50 DE (URIC( P RE (4 THRDUCH ,2 NcTES(: SHALL MEET THE ILAIS 'IN WALL TUCKNESS EDUAL TO OR IIEATEI THAN THE STANDARD SPECFCATON°BE CT, IAN 9- 301(s)A REODREMENTSOF WSDOT 11LYINYL CHLORDE URIC) PPE 114 THROUGH 20 NCHESA. SHALL MEET RMENT, M THE SCR OF A189 0 5 WALL TH CKNESS EOU L TO OR EATER PLOT HE 'ON A PE (D P): D A ALL CDNFDBM TO AwWA 0151 CLASS CLASS So E 1F16 -NCH CEMENT LINED AND CENTEL IN 01 CREATED. ANN IHALL ACCORDANCE WTH NSI /AWWA C1 D4/A21.4 -90. AND MEET THE FI CECIL PC A ENDS OF S% -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. TION 9- 3D.2.(i). 4. GATE VALVES SHALL BE RESILIENT WEDGE. DRS NNON RISING STEM) ICAL TIN T UP ANSI FLANNEI VALVES SHALL CONTO FIN To AWWA GNA 'T VALVES SHALL BE 1ATEMILLS SERIES MUELLER M " IT KENNEDY CLAW 11W 01 CLOW MEDAL LION OR AID HYD 'ANTS O SHALLE OYEBAGGED UNTILO SYSTEM El ST NO VALVES TO BE OR E PAT E D A , 6. APALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 6 - 4 4/07 CURB - AN EMBOSSED "EIC 1/4 INCH INTO CONCRETE CALL DTO .. ANY NEXCAVATTONST 1-1.C-424-1155 HOURS PRIOR PRIOR CONNECTION PONTS 'LL BE EIPOSE1 BY CONTRACTOR VIPIF ED AS HOLDS PC OR TO DATA A UT NO SHUT DO WN THE LATEST STHE CONTRACTORS SHALL MAKE THE NECESSAI FEET THE NEI L NE P11.1 TO CONNECT 0 N TO THE E %IS AFT" STALL A NEW VALVE 14 BEFORE ACCEPTANCE OF THE RODE TFE COORTRTETCT PUNCH LIST PREPARED BY T TI N ECT A ITE TE'S PLANS SHALL BE COMPLETED TOE THE SATISFACTION OF K DETAILS ACCEPTANCE OF THE 'ATE' SYSTEM AND P"V"N OF 1, A Cop, OF THESE APPIOKAID PLANS ANN APPLICAI Sp"F'AT'NS AND REVISONS MADE TOSTHESE BPLANS MUST BECR .PLEMETTAT ANY ERRORS AND /ORHOMSSONS ON THESE PLANS E IO RECORD DRAWING 07/31/2017 �O O ° w0 �m go rca° 0] dU> 5. u O W W , O O >wa� N U o M O Q a O W N f 0 ° a w 0 m Q 4 ' 0 I DOpOC z IRE d - o W C4W4 4 RECESSED HANDLE TYPE , THRUST LOADS COVER THRUST AT FITTING5 IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE( -3' x 3' x CLASS 3000 10,. 8 3 /a" INLAND FOUNDRY #248 VALVE BOX WITH.e� "WATER" CAST IN LID 4V ' -' �v 7 ne'/X/.iNil/.YiW'". °E ^W^ T.- -.� p/��y PIPE DIAMETER 90' BEND 45' BEND 22 -1 /2' BEND 11 -1/4• BEND DEAD END OR TEE d" 3,600 2,p00 1,000 SDO 2,600 CONCRETE PAD I ( y OR OFCO 910 13 55A TOP. jPVI /l,l�.h.' s�CCntoN TOP VIEW TOP VIEW 6" B,oco 6,600 21300 I,2D0 ,, FINISHED GRADE P _ j - L - _ WYE B" 10' 1 1,3B0 12,300 7,700 12,100 4,000 6,200 2,000 3,100 5,70D 10,100 15,800 OUTSIDE PAVED AREA •,1, ,� DOO 17,400 6,900 aspo zz,7oo TRACER WIRE I� a 10" OR 10" SIDE VIEW J, °'r2 11, 14" 43.600 23,600 12,100 6,100 30.000 SEAL WITH AR4000W I y +6" SDR 21 PVC PIPE IN«, coNFORMINC ro ASTV 3034. RISER PIPE TO BE TEE SIDE VIEW CROSS SIDE VIEW GATE VALVE HORIZ. BEND 16" 57,000 30,600 1s,7o0 7,900 ao,3oo I.0 I CSTCACP P, II PLUMB AND CENTERED OVER VALVE STEM. "z��� L N' �� " � �] 1 .� ^- NOTES: I. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH, FITTING SHALL BE ISOLATED FROM CONCRETE BALLAST -VALVE STEM RISER � )YY��� .' ..� o �J.�.l THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 0.5 CONCRETE CL 3000 REQUIRED WHEN MAX. - , INSIDE PAVED ROADWAY -JI 36" Is EXCEEDED (LENGTH VARIES) _ TEE WITH CROSS WITH CROSS WITH PLUG OR CAP 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S ): ELBS I2 _ IN S.F. PLUG PLUG PLUGS 32AOOG 30000LB /SND 0.7 SCF.00FRAREA NOTE TRENCH BOTTOM 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. ALL VALVES MUST HAVE 14 GUIDE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BOGY, GATE VALVE SHOWN- SIMILAR 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX, INSTALLATION NEOUIREO FOR BUTTERFLY VALVES. AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. VALVE STEM EXTENSION LEGEND 45' - 90' SAFE SOIL BEARING LOADS LMRUSTS D VALVE OPERATING NUT OR 1 7f B" VERTICAL BEND DLRCOVER OVER THE PIE E11CMD1 E20ME FEE ET X 1 7/6" X 2" HIGH GRADE STEEL PER WELDED TO RISER SHAFT, CITY OF YELM, WASHINGTON CITY OF YELM, WASHINGTON SOIL SQUARE FOOT CITY OF YELM, WASHINGTON OO 3/16" TEN X s 1 /5" CIA STEEL GUIDE PLATE WELDED TO RISER DEPT, OF PUBLIC WORKS NOTES; DEPT. OF PUBLIC WORKS STANDARD - DEPT. OF PUBLIC WORKS MUCK, PEAT 0 SHAFT' O %TUBING STANDARD 1. CONCRETE THRUST POURED BLOCKING To BE SOFT GUY 1,DOD THRUST LOADS STEEL TO FIT OPERATING VALVE BOX AGAINST UNDISTURBED EARTH. BLOCKING DETAIL spno 2,000 NUT, LENGTH AS REQUIRED. 2. PLASTIC BARRIER SHALL BE PLACED BE- .- SAND & GRAVEL 3,000 NDTE. A.� ^-C +x C--- °- a TWEEN ALL THRUST BLOCKS &FITTINGS. avPl <O nWC. uo. 3 I� SHALL BE 5 /B" MINIMUM 6 -) 3 SAND & GRAVEL 4,000 aP` owo NO WITH ALL WELDS i0 SHAFT SHALL BE 1 /4" Buc WORKS UwccioR TE E -, DAMEOERREBAR PUHIIC woRKS DIRECiO DATE CLAYNTED G -) 4 FILLET WELD ALL AROUND. - OES CKO. 04/2007 HARD SHALE 10,000 4/20D7 _ `- 4/2007 Ygre1ES. °N pEPr" TR 11 .11 11 ,G LNDEn n,£ .NaL 3 4 $ 5 4) - •�' 6.`_g GRAp£ 2 PLAN ° IS / \\ / K2LJ SEE t 5 MAI Iwa TE kRNOES(NO. ))NEFac ,- TOP VIEW NECIAL .cE NmE < - - N \ / \ / \ / \ / \ / \/\ \ N. 2 5 6 3 5 5 3 3 UNCTI - CC. (REau.J s� IT- 11 R `�? R£a'B� LvES s ;. . \'�\��\��! /�\I�\� /\'� .\ ukDlsnlRBm sITIt • -. ':- 4 $ 2 - q ILASNI 2 ORNCREIE oX PROFILE - NOTES: ', (ilaEO,NJ K A MN,MUM cpvER OF .TS S',ALL RE MINTA, NEB, EXCEPT as AIDS ED TIT c�VNE - PONTS. ( / ' N. �,N OSEE - COMMIS' PR ATEVAaaN11111111Es 1-A kDOOGVA=T,aROTHERIk - 55EUetrr SIDE VIEW PLASTIC DR CEMENT METER BOX APE 0 N rtn - LLOIIavE sucn cnakaciERlsncs of .v1E aMN w.L cBNPa cT REn u s e NcHES ak scRe£NED so rrrar rNE uanwUrn � , .�>6.,.. • -- FLOW -(2� �.. - '� E°� °O °. °G$"�'O°o ^�d�I, N , ° ^p `°moaC@� � GTE. ALL ITEMS $HALL COMPLY wM RLE FOLLOxervG. ASSEMBLY SMALL LAY w D I HOFNNVDAT µ9TH cF0UN0. GOING MA at- nUUNALB ANYS.1 CIALL MEET rYL HONS,JOr wknTEN AUTNLZSIZnn OMER ENEO CHEARCE S.N.A. sPECIFlC n° 11 SUCI D, NNS 11L f.. .111,1£O EP. TFlRLE BY na£ TO THE PIPE xc SvOECIf,F1J: M -� GRAVEL BA 0 GUILOIHC OR 12 HICK SE IRRI ATION Eu -GHLC (LUSH LINES PKIGCR TO IN6TALLanON OF - VANILED PIPE R£FORE ASSEMBLY - ME BAtT( FLOW PRE',ENTER CITY OF YELM, WASI IINGTON CITY OF YELM, WASHINGTON Q' UNION E 'FILE necrc vALVEI(D.s.H.s. aPPROVCD) CITY OF YELM, WASHINGTON LIE GRBUNOarkDVIDEBTnLLEaeARUUC�s Are £MET - SO NO' - IL IN AN AREA - DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS VALvE DEPT. OF PUBI-IC WORKS M-1 TD RCUL.I. LG GHAU ANAGEEGTEDFRDNFIEE2INB DOUBLE CHECK VALVE TYPICAL WATER MAIN !L TESTS ' BR °'N TGTLSTF -T REDUCED PRESSURE - TME BACKS FLOW ASSEMBLY SHALL RE A nnWENT ASSEMBLY 2" AND SMALLER TRENCH & BEDDING ID.PLUCS N�TESTI Cpercs BACKE OW ASSEMBLY FOR 2" OR SMALLER NUTCI: //CALM nPPkOVE6 MODEL _ - A PLUMBING PURNIT IS RECLICAL. A DWG HO AE RR. vEq> DWG. Nn AE�HOROUGHLI RUSH LINES PRIOR TO INSTALLATION. - -- ETER OF PIPE ANN NTT = ASP 60_VF DWT. N0. .,� 6-16 N- 6-, S �cKD. TO OE L Pu U LINES SECTION 1.110 O �OR EURTHE, i ORMATI0N.10� G -, % 1C wORNS NRECNH pgTE PUDti w plk AlE P. 00 HOT INSTALL N AREA SUFJECT TO FLOODING. pLS. D E 6/2007 D 4/2007 OFS. URN. - KR D JEG 4DATE /2007 RECORD DRAWING 07/31/2017 �O O ° w0 �m go rca° 0] dU> 5. u O W W , O O >wa� N U o M O Q a O W N f 0 ° a w 0 m Q 4 ' 0 I DOpOC z IRE d - o W C4W4 Ii SERVICE uZ luPo[ r uo�ian nc E�nsj � x Ecun2 Almrvlxc mxe saucrs ­1 11 �Ml 11111 I'll 1AAI, I REQ Ab AJ MILE PlD M bxra. ,EE I1=11D. D. \ -'7 AD Lblit'll 'IRE \/ /I /I RESTORATION TABLE 1 I "All v Mxm,Tv (oglrcwnrteopwxx( cc ac xrss wascwr smA Pux _ oAO.m rvr x/. nlr3 UB �� PIT V OF YELM DEPT. OF PLIC'WORKS `""c rnus"EO axrA¢xe cwxs DEPT. OF PUBLIC WORKS Ce nxlP Qx xbTx TYPICAL � 2" TYPICAL x1CAMIO,RDM.lix LQQ°TLQI SERVICE CONNECTION PIPE TRENCH cAHSmu h- AIVIS 0C To Mxamxc. APPI vEt __ n 7 N 1 A� "�l"' Kblxcc,nrs o 7 "3 ­l DRE­ DATE JAY JEG 4/200] JEG TP QA4 /200] mAHnn s E.x PxE - ALL STEP TANKS SHAH RF H (AJ HA LC Au NcN T­ s lbi. ­11 f pnLr assur.•aL xun THIS POLICY SHALL TAKE EFFECT ON MAY 5 lO Iu6 aE xlm Ie eE ��. �N'A HI uu Qxwh,D V In, n x6 Aw+r n.�.0 ,m ' HauMETS urx,.w. o _ uuP vAtl2T gisEx i / III SEh xsrx 7 /as�i (u ac,a sTr.2 ? o� -� �7 - Il�oq[AiQSEHwcc EC e m AIL STEP TANKS SHALL BE H -20 LOAD RATED TANKS_ THIS POLICY St-ALL TAKE EFFECT ON MAY 31, 200/. Nis tL d 71111 ILIINI CITY OF YELM As A IS PIT% PuxP ur.I,T. CITY OF YFLM DEPT. OF P B C ORKS ry loLmnxcL. Iry LxQLSS DEPT. OF PUBLIC WORKS TYPICAL SfFP A "I "`HSQN..xowN. Q 1500, 3000, 4500 GALLON TANK INSTALLATION .1ORAP.MNAx21 STEP TANK /PUMP TANK APPxoveb b17 "9 11. m"T.n.�Arvn Ius DEx RIAU. F111 "'� Puo1Y JEG TP A6/f00] Pu PY w S EG I TP 472607 o FORM CO­ YD I LALITU.MP ETa2 QH RDL ps. Txc2 vc oorvoun '1/16 "E 1xE1T1M All MARE H0� cNCgETE A 111xmAL PANEL STEP TANx REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION w'a xlscn uc ory /cr.- (as' bxAwbL. AI -IT . or0 ON/OFF (a.s IRArmoxN oN Tc Qr;I L fleburv6Ax1 EIT O o ovllr<scatia eoi sAl2n i I ­NR 1 cxt T;] w �sexanresory px Q7 N4 FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT AN �­ — J 7-14 n ET I-NE Tnxrc CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION Q7 -7 TABLE FOR FEEDER WIRE RUN Ytc Awc COPFEx IIIICT bB ANG T.QPPf11 lSEE SPEancnnorvs 011 -VIAL wroxMAnox). MET cCN PNEEQL Q" or L Y THE ITT, ITT AND ®- -- sn.[NCE xuCro x T TI 1 - SIMPLE% wvxa Q D111 rar,H QuPLEx Ta s 1- 1RlP TYPICAL PUMP CONTROL PANEL s oPgexE ubS 14 nx All lsl �DAUA AiDD, AQAP (1AR USE wltN rvow- rxArnC ER.E.0 1- 1)mx NPJE_ TYPICAL RISER 7 -18 GENERAL NGTES (5ANTARY SEWER MAIN IN5TALLATIGN) n° wit, 1111, p1l C11111111 , Rn 111 RAT/ 11A >w CodIty old diom .11 gppr.wlps dstreu coon eeting 1h,ill be held with the City o! Velm enlative s ent °al ntM1e t g o1 °the a tp Y _ O-424 5555 a the minimum of 48 11exIblAedgasketed 90 ent °weld, fonts.A TM D 3034 SGR 35 us paa I" tpe a ond Sire ,Anl Io need p AT y STEP systems s Installed with An 10ac1l Beddi,gk hL th, e and c pacteon do! IT, b cktill note 1) 1M1en 111, .... e.. str n,!,,,,. T - ° °eY s l ire palcM1in °9W the obove ovp y deded an(s).. g ine M.nual an (MU is 1pn o e °1lo e d g n uct0 Gr,etaneeaetatl and approved nyea b6 t ItyEP wiI1 IT, .b,ve- ate, mans n to,, STEP ea %Ae of toe City "pen., p,a, to f Yet,, Pum' c" 191 ° enlml�- IT, Department of L:A,, and Industries or the 10 P, FmP city sM1 - Ling p r * s repu retl p a the nsp -do, . a em .cotton IdAt T.11 P b) Toll Pit Tot !on peeelppary relirattl',n test er pump control Sewer Spec addendum 2 All l 9cls .n S1d1I the S yed d vwith H,-FhAn ° g IT, mfg. d'relio drops d'ngs s mbyd5 Ag ° p "generators PLOT th, STEP EyA,m .111 oil. b, qen e,PUmp Control Panels !o aII pSTEP tanks h-Ing 2 0 biLed 3E00 S .,e 1. a eth 11oor ollM1e tank.IeaII oeM1 a dmotlel Ma ere SBC T3242 at IT- 7 All ea AI, uA,1 t. support Pump c.nt,.I Panel, must be Hat Dpp,b 8. °All At Release. Vacuum Release and Combination Air Relea l-,um 11 111 2. 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SEE SIMPPP FOR LISTED SMPS. SEA TENAN E. REPLACEMENT AD UPCRADNAN OF TH SON AILITIEON.S THE Ns BILIT, OF THE APPUCANT//cDONNORAOPE UNTIL ALL CONSTRUCTION IS O SILT FENCING - BMP C233 VE GETATION/LANDSCAPIiNG ESN ESTABLISHED. PER LMITSORHOw ONSTHAE PLANS AND PER —11111T IN EFND THE THE .. NDATES IF LIFE ILEANNI L TS a F CE O SHEET ENTRANCE - PNRMITTED. F FLAIIED INC L LAGOINo SHALL BE C _ PPLICANT CONTRACTOR FOR THE aF mrysraucnaN�E A / BMP C105 CONTRACTOR SHALL INSTALL ATn GIC CONSTRUCTION CONTRACTOR ENTRANCE H L SENT D SAE ON UNCr ACILITIE'S ASLOWN ON THIp O GF LING BE CONSTRUCCTED IN CLEARING ACTIVIT ES. DIN WAEE A MANNER NT ASE V D DRAINAGE 'EDDI BELL AND EDIMEN VIOLATE R D R APPLICABLE _ER STANDARDS. EO ESC FACILITIES SHOWN ON THIS PLAN THE MINIMUM O ""LEN'' ACOATEl F EEE OFF SEDIMENT DO RI NA CONA PLC TI0N INLET PROTECSIONNS BMP C220 CONTRACTOR EHALL PROTECTION IN ALL EXISSINO AND NEW SITE MEN DARE ANTICIPATED SITE CONDITIONS R UI F THE CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE UPGRADED PS NEFEES FOR UNEXPECTED SFORM EVENTS AND TO ENSURE THAT SEDI MENS AND SEDIM ENS -LADEN WASER DO NDT LEAVE SNE SITE. DL CATCH BAST SELV PETER CATCH BASIN INSTALLATION - DUST CONTROL - BMP C140 CONTRACTOR N DUST DINNO CCONTINUED'ACT.,IONINGM ANSAINED AS NECESSARY TO ENSUE KHCALL ALL SITE W R NSTRUCSION PER 0140 OF THE PROJECT SWPPP R BMP THEIR THE 5R SURFACE ROUGHINGA- BMP C130 NED MANTAn NG AMAJOR STORM EVENT MONTH 0R WITHIN THE 4A HOURS ALL"" THEICL CONVEYANCE LINES SHALL NOT FLUSH SEGMENT- LAASOH WAVING. INTO THE DOWNSTREAM SYSTEML F s - DE STABILIZED CONSTRUCTION ON SHALL BE INSTALLED AT THE E 'INN IN OF NSTRU TI N MAIN AWED FP THE "AT IO OF SHE PROTECT. THAT AL ALLEFARES AREASAAREE KEPT FOR THEEUOUFAi TO NOTE RSHE PROJE AT THE NTRACTOR SHALL MAINTAIN DAND SUPPLEMENT THE MEASU_ AND AS RESA BE PERU DIED TO SANTA N THE TEII 'TANDA... 'ECL OFF THFOUGHOUT THE PROJECT CONSTRUCTION PERIOD STEEPER THAN 10L1 RMPACLL,0SLSII AND S BEFORE TEMPOR ARY OR PERMANENT SEED NO (FaR o F48 ��RETAEVAL STRAP 6' DEBT DISC ASIDE F To ARM FABRIC wwM c FEAR S� 'C"TBHCH o E E EAl DR ro NINECT AND c RY TWO WEEK CATCH BASIN INLET PROTECTION DETAIL "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" EROSION CONTROL SEED MIX: ;o GLNDBN HHADETGRAs SEEDING RATE = 100 LB / AC RECORD DRAWING 07/31/2017 ee IS K 00 0� 200 � rn g <,- < $ Uj U > � Z LL O V; N U o K o Q a 0 W o LU W O O Z Q Es Z a tll F 4 ' K C — a W HIS N11— E C51 OPO 0 G AFN M$''c ,. rlg,l T. BBMP ESILT�FENCE C233: DETAIL MP C105: STABILIZED CDNSTRUCTIDN ENTRANCE "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" EROSION CONTROL SEED MIX: ;o GLNDBN HHADETGRAs SEEDING RATE = 100 LB / AC RECORD DRAWING 07/31/2017 ee IS K 00 0� 200 � rn g <,- < $ Uj U > � Z LL O V; N U o K o Q a 0 W o LU W O O Z Q Es Z a tll F 4 ' K C — a W HIS N11— E C51