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20130320 Approved Civil Plans 05192014 (River Run Apartments)RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. PROPOSED CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SDZ OCONTRACTOR 70 FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. OCONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS SDI & SD2. OSEE SHEET 'STP" FOR S.TEP. TANK DESIGN. - -- DE ®—\ AIN SAN HUN 'A' PLAN VIEW HORIZONTAL SCALE: 1'=10' Q Z V z � o Q CE OF FORCE MAIN 3.09% LINE NE TAMS LL• In 2' CLEAN OUT LE.�34279 ' I n ILI to N p p [O OJ n t0 �_ p^ O d' N ro N p M M 1 +10 1 +20 1 +30 1 +4'0 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 2 +20 2 +30 2 +40 NOTE: CALL 1 -800- 42^•4 -5555 BEFORE YOU DIG. ,PRn', rCT7,V- i1 r �. !IT � "- if -p. 'o.F' _. r..„ I\P~'Ir nA' - ".A /"' ALIGNMENT °Bn PROFILE VIEW HORIZONTAL SCALE: 1 =10' VERTICAL SCALE: 1 " =2' APPp F R CONSTRUCTION M: =E - DATE.. Director of Public1 orks APPROVAL EXPIRES , � ' ,', ,< SCALE: i " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B" VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE. & TAHOMA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -F 4! PROPERTY LINE -RfW- R7W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR "�. EXISTING CONTOUR - -- - EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D -------- D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE 14 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 3 -14 PER CITY MARK -UP GJM �.•,� S.MIDO �� ' • m -�F HAS l,, ;� l� ��� fs9J 1ST �NCS ?: S2 a1,5 � I I U � Z G o x � � z 0 0 w � 3 Y V1 Q W � O U 5 N Z a Qm w m w Y 3p' �Um Q �a1 I- b C7 V! � I v • N a� Q C � O Cd Q 0 v1 a� J W w m J w O Z ct f W CL (rzn � V J Q Q J CL DATE 4 -10 -14 DRAWING N( 8115BASE iHEET ]4 OF,> EXISTING GRADE O Z — _._- C CE OF FORCE MAIN PROPOSED tADE �� TAMS LL• In 2' CLEAN OUT LE.�34279 ' I n ILI to N p p [O OJ n t0 �_ p^ O d' N ro N p M M 1 +10 1 +20 1 +30 1 +4'0 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 2 +20 2 +30 2 +40 NOTE: CALL 1 -800- 42^•4 -5555 BEFORE YOU DIG. ,PRn', rCT7,V- i1 r �. !IT � "- if -p. 'o.F' _. r..„ I\P~'Ir nA' - ".A /"' ALIGNMENT °Bn PROFILE VIEW HORIZONTAL SCALE: 1 =10' VERTICAL SCALE: 1 " =2' APPp F R CONSTRUCTION M: =E - DATE.. Director of Public1 orks APPROVAL EXPIRES , � ' ,', ,< SCALE: i " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B" VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE. & TAHOMA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -F 4! PROPERTY LINE -RfW- R7W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR "�. EXISTING CONTOUR - -- - EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D -------- D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE 14 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 3 -14 PER CITY MARK -UP GJM �.•,� S.MIDO �� ' • m -�F HAS l,, ;� l� ��� fs9J 1ST �NCS ?: S2 a1,5 � I I U � Z G o x � � z 0 0 w � 3 Y V1 Q W � O U 5 N Z a Qm w m w Y 3p' �Um Q �a1 I- b C7 V! � I v • N a� Q C � O Cd Q 0 v1 a� J W w m J w O Z ct f W CL (rzn � V J Q Q J CL DATE 4 -10 -14 DRAWING N( 8115BASE iHEET ]4 OF,> NOTE: CALL 1 -800- 42^•4 -5555 BEFORE YOU DIG. ,PRn', rCT7,V- i1 r �. !IT � "- if -p. 'o.F' _. r..„ I\P~'Ir nA' - ".A /"' ALIGNMENT °Bn PROFILE VIEW HORIZONTAL SCALE: 1 =10' VERTICAL SCALE: 1 " =2' APPp F R CONSTRUCTION M: =E - DATE.. Director of Public1 orks APPROVAL EXPIRES , � ' ,', ,< SCALE: i " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B" VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE. & TAHOMA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -F 4! PROPERTY LINE -RfW- R7W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR "�. EXISTING CONTOUR - -- - EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D -------- D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE 14 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 3 -14 PER CITY MARK -UP GJM �.•,� S.MIDO �� ' • m -�F HAS l,, ;� l� ��� fs9J 1ST �NCS ?: S2 a1,5 � I I U � Z G o x � � z 0 0 w � 3 Y V1 Q W � O U 5 N Z a Qm w m w Y 3p' �Um Q �a1 I- b C7 V! � I v • N a� Q C � O Cd Q 0 v1 a� J W w m J w O Z ct f W CL (rzn � V J Q Q J CL DATE 4 -10 -14 DRAWING N( 8115BASE iHEET ]4 OF,> ALIGNMENT °Bn PROFILE VIEW HORIZONTAL SCALE: 1 =10' VERTICAL SCALE: 1 " =2' APPp F R CONSTRUCTION M: =E - DATE.. Director of Public1 orks APPROVAL EXPIRES , � ' ,', ,< SCALE: i " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B" VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE. & TAHOMA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -F 4! PROPERTY LINE -RfW- R7W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR "�. EXISTING CONTOUR - -- - EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D -------- D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE 14 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 3 -14 PER CITY MARK -UP GJM �.•,� S.MIDO �� ' • m -�F HAS l,, ;� l� ��� fs9J 1ST �NCS ?: S2 a1,5 � I I U � Z G o x � � z 0 0 w � 3 Y V1 Q W � O U 5 N Z a Qm w m w Y 3p' �Um Q �a1 I- b C7 V! � I v • N a� Q C � O Cd Q 0 v1 a� J W w m J w O Z ct f W CL (rzn � V J Q Q J CL DATE 4 -10 -14 DRAWING N( 8115BASE iHEET ]4 OF,> EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 3 -14 PER CITY MARK -UP GJM �.•,� S.MIDO �� ' • m -�F HAS l,, ;� l� ��� fs9J 1ST �NCS ?: S2 a1,5 � I I U � Z G o x � � z 0 0 w � 3 Y V1 Q W � O U 5 N Z a Qm w m w Y 3p' �Um Q �a1 I- b C7 V! � I v • N a� Q C � O Cd Q 0 v1 a� J W w m J w O Z ct f W CL (rzn � V J Q Q J CL DATE 4 -10 -14 DRAWING N( 8115BASE iHEET ]4 OF,> �.•,� S.MIDO �� ' • m -�F HAS l,, ;� l� ��� fs9J 1ST �NCS ?: S2 a1,5 � I I U � Z G o x � � z 0 0 w � 3 Y V1 Q W � O U 5 N Z a Qm w m w Y 3p' �Um Q �a1 I- b C7 V! � I v • N a� Q C � O Cd Q 0 v1 a� J W w m J w O Z ct f W CL (rzn � V J Q Q J CL DATE 4 -10 -14 DRAWING N( 8115BASE iHEET ]4 OF,> GENERAL SANITARY SEWER NOTES L ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF HELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL RE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES IRE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION, 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 STIR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8, ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDHMNISTEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 121ABOW THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN KEN BY THE CONTRACTOR 0 RACTOR DURI NG CONSTRUCTION To PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLANES) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCM AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO ME DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16, ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE - REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF ME CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE 77 PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY ME CITY OF YELM. APPROVAL SHALL NOT RELIEVE ME CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ME CITY OF YELM FOR ME REQUIRED INSPECTIONS 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY ME CITY OF YELM 19, IN THE EVENT NAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR ME CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO ME PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL IF 5031 -0 SEMPLE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE: BEDDING AND LOCATION B) TANK INFILTRATION, EXICLTRATION TEST C) SS. PRESSURE TEST O) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CITY OP YELhT SE \4'112 DETLAR AIEN'1' Sewer Spec addendum t. All SPF'P Tanks irmflled larger than THUD gallon, shall be 6herg,lass Dirks ndg h, either CuNlalnment Solutions Inc. orSerxu. Inv. 2. All fiberglass STEP Tanks Shall he installed by qualified irutaliel,. following the mrg, dvedion, and shrdt be seau'cd wall Fi ,-Doer .traps with "Lkud Men Sizing and materials for Dead Men and scrapping shall be per the nlfo. ,c,c m e.daliOna. 3. Building served by STFII S eeq uhl¢m, on site `bs k np generators for power uUr,ca muat have cleearical seI'vice mat Rllad In Fuel, a ...... in" that the S I S} atom ,h ill also be snpphsd Low er bT th. auffiIRry Goncrator 4 The Plant, Cunhul Panels farad[ STPP Lark, bonging 2 or more pump, sh:dl be titled with a transfer all rich model 1) L323 GR5 as 1111g by Cutler Haromor and a male plug, Nwdel 70530 N1B44P as mfg by Bryant for use with the cities p"'lehle auxiliary gr,enllor 5. All STET' lank, Us., than 300(1 gallon shall have one 4­ bete in Ibe divider, bsf(lu c,K Cmd at 2P' above the door of the tail.. STT I''I:anks sized at 3000 gallon shall have one hole in the divider baffle centered HE 26" 111e the floor of the tank- 6. :At[ `fratlic Lkaring Setvitt Boscs shall be a modalivifii3E..;i.7a -}} , by * � miII ttw t3z4 -12 71 All posts used to support Pump Control Panels must be hot Dipped Galvanised IJni,NHt 8. All `Air Release, Vacuum Release and Combinetlon 'Ur RdeaselVacuum Release ,.Ices hall ba ana del l 021 IF UrRII %I,Vrh %4TNT SAAR' amid w,rdinb to the r,� EVwmlen Ju6on per pipe si /e 9. Miomillol ST LP 1,r k iLc [,all he 1000 Gullans 10, At[ STLI'tanks housing more than 1 pump must utilize 2" piping for the Service Line I I_ Tire nmxi nn unn depth of hop• 8,r all SPEP Tanks shall be 60" as n,aa,ured frnm finished made to the invert eleuulion IT tire iNletPiT, to Ili, tank. INSPECTION GUIDE FOR S.T.E.P. SEWER INSTALATION rmUrvxU Iry I ALLAHUN MUST BE SUBMITTED TO THE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT ME CITY ON YELM SEWER DEPARTMENT WILL PERFORM THE FOLLOWING REQUIRED INSPECTIONS: 7) TANK PLACEMENT (SEE TECH. SPEC. FOR RED) 2) LEAK TEST TANK (2 HOURS, NO LOSS) 3) PRESSURE TEST SERVICE LINE (70 P.S.I. WATER FOR 1 MINUTE) / 4) ALL PIPE BEFORE BACKFILL (SEE BEDDING AND TONING WIFE REGl 5) A FINAL INSPECTION IS REQUIRED AFTER ALL WORK UNCLUDINjY/ ELECTRICAL) HAS BEEN COMPLETED. A RECORD DRAWING 5'YtEOUIRED BEFORE SYSTEM CAN BE EXCEPTED, 9E TRY TO MBINE THESE 5 INSPECTIONS INIQ_3- .TRIPS TO THE SITE IF °OSSOLE - 18- REQUERE0 FOR INSPECTION. WE DO HOWEVER HART EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: r58- 84111F NO ANSWER LEAVE A DETAILED MESSAGE. _ XERXES NOTES GUIDE SPECIFICATIONS - UNDERGROUND ONSITE WASTEWATER TANKS SHORT FORM THE CONTRACTOR SHALL PROVIDE A SINGLE -WALL OR DOUBLE -WALL, FIBERGLASS REINFORCED PLASTIC (FRP) WATER STORAGE TANK AS SHOWN ON THE DRAWINGS. THE ONSITE WASTEWATER TANK SHALL BE MANUFACTURED ACCORDING TO APPLICABLE AMERICAN NATIONAL STANDARDS INSITITUTE (ANSI) AND AMERICAN WATER WORKS ASSOCDATION (AWWA) STANDARDS. THE TANK SIZE, FITTINGS AND ACCESSORIES SHALL BE AS SHOWN ON THE DRAWINGS. THE FIBERGLASS WATER TANK SHALL BE MANUFACTURED BY XERXES CORPORATION. THE TANK SHALL BE DESIGNED FOR UNDERGROUND INSTALLATION, AND SHALL BE TESTED AND INSTALLED ACCORDING TO THE XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR FIBERGLASS UNDERGROUND STORAGE TANKS IN EFFECT AT THE TIME OF INSTALLATION, LONG FORM PART k GENERAL 1.01 QUALITY ASSURANCE A. ACCEPTABLE MANUFACTURER: XERXES CORPORATION B. GOVERNING STANDARDS, AS APPLICABLE: 1. ANSI /AWWA D120 -09: THERMOSETTING FIBERGLASS- REINFORCED PLASTIC TANKS. 2. TANK MANUFACTURER SHALL BE RECOGNIZED BY UNDERWRITERS LABORATORIES (UL) AS A MANUFACTURER OF TANKS LISTED TO THE UL -1:316 STANDARD. 3.AMERICAN CONCRETE INSTITUTE EACH STANDARD ACI 318 -11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. C. SUBMITTALS 1. THE MANUFACTURER SHALL SUPPLY SCALED DRAWING$ PRODUCT BROCHURES AND MANUFACTURERS INSTALLATION MANUAI. ',NO OPERATING GUIDELINES. PART II: PRODUCTS 2.01 SINGLE -WALL AND DOUBLE -WALL FIBERGLASS REINFORCED PLASTIC (FRP) UNDERGROUND ONSITE WASTEWATER TANKS A. LOADING CONDITIONS - TANK SHALL MEET THE FOLLOWING DESIGN CRITERIA' 7. INTERNAL LOAD -- TANK SHALL BE DESIGNED TO WITHSTAND A 5 -PSIG AIR- PRESSURE TEST WITH A 5:1 SAFETY FACTOR. ZSURFACE LOADS -- TANK HA S LL BE DESIGNED TO WITHSTAND SURFACE H -20 AND AXLE LOADS WHEN PROPERLY INSTALLED ACCORDING 70 MANUFACTURER'S CURRENT INSTALLATION MANUAL AND OPERATING GUIDELINES. SEXTERNAL HYDROSTATIC PRESSURE FOR UNDERGROUND WATER TANK - -TANK SHALL BE DESIGNED FOR 7 FEET OF OVERBURDEN OVER THE TOP OF THE TANK, THE HOLE FULLY FLOODED, AND A SAFETY FACTOR OF 5:1 AGAINST GENERAL BUCKLING, B. PRODUCT STORAGE 1. TANK SHALL BE VENTED TO ATMOSPHERIC PRESSURE, 2.TANK SHALL BE CAPABLE OF HANDLING LIQUIDS WITH SPECIFIC GRAVITY UP TO I.I. STANK SHALL BE COMPATIBLE WITH LIQUIDS IDENTIFIED IN THE MANUFACTURER'S STANDARD LIMITED WARRANTY. C. MATERIALS 1. TANK SHALL BE MANUFACTURED WITH A LAMINATE CONSISTING OF RESIN AND CLASS FIBER REINFORCEMENT. NO SAND /SILICA FILLERS OR RESIN EXTENDERS SHALL BE USED. 2.ALL INTERNAL MOUNTING HARDWARE SHALL BE MANUFACTURED OF RUSTPROOF MATERIALS. D. DESIGN 1. THE TANK SHALL BE DESIGNED AS A SINGLE -WALL OR DOUBLE- WALL VESSEL AS SPECIFIED AND SHOWN IN THE DRAWINGS. 2.TANK SHALL BE MANUFACTURED WITH STRUCTURAL RIBS WHICH ARE FABRICATED AS IN INTEGRAL PART OF THE TANK WALL. E. CAPACITY AND DIMENSIONS 1. TANK SHALL HAVE NOMINAL CAPACITY OF 2.TANK SHALL HAVE NOMINAL OUTSIDE DIAMETER OF F. INTERSTITIAL SPACE (DOUBLE -WALL TANKS ONLY) 1. THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND) SECONDARY WALLS SHALL BE CONSTRUCTED WITH A GLASS REINFORCEMENT MATERAAL SUCH AS PARABEAMO, WHICH PROVIDES A STRUCTURAL BOND BETWEEN THE TWO TANK WALLS, WILE CREATING A DEFINED INTERSTICE THAT ALLOWS FOR FREE FLOW OF LIQUID. 2.A TANK TOP FITTING SHALL BE PROVIDED TO ALLOW' FOR A MONITORING SENSOR TO BE INSTALLED AT THE BOTTOM OF THE INTERSTICE. 3.THE DOUBLE -WALL TANK DESIGN SHALL USE PARABIgAM,K GLASS FABRIC TO CREATE THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS. 4.7HE INTERSTICE OF THE TANK SHALL BE DESIGNED 7rQ WITHSTAND 20 PSIG PRESSURE. 2.02 ACCESSORIES A. ACCESS OPENINGS 1, ALL ACCESS OPENINGS SHALL HAVE A DIAMETER OF 24 INCHES OR 30 INCHES, COMPLETE WITH RISER, LID AND NECESSARY HARDWARE. 2SIZE AND LOCATIONS) AS SHOWN ON TANK DRAWING, B. PIPING AND FITTINGS 1. TANK SHALL BE E01'IPPED WITH FACTORY - INSTALLED THREADED FITTINGS, OR PIPE STUBS. 2.PVC PIPING SHALL AT A MINIMUM MEET THE REQUIREMENTS OF ANSI SCHEDULE 40. 3.ALL FLANGED NOZZLES SHALL BE FLANGED AND FLAT-FACED, AND CONFORM TO CLASS 150 BOLTING PATTERNS AS SPECIFIED IN ANSI /ASME,/ 816.5 -2009. 4.STEEL NPT FITTINGS SHALL WITHSTAND A MINIMUM OF 150 FOOT- POUNDS OF TORQUE AND 1,000 FOOT- POUNDS OF BENDING, BOTH WITH A 2:1 SAFETY FACTOR. 5 LOCA DON OF FITTINGS AND PIPING SHALL BE AS SHOWN ON TANK DRAWINGS. C. ATTACHED ACCESS RISERS 1. ATTACHED ACCESS RISERS SHALL BE PVC OR FRP AS SUPPLIED BY TANK MANUFACTURER. 2. ATTACHED ACCESS RISERS SHALL BE A 24 -INCH OR 30- INCH - DIAMETER 3.ACCESS RISERS SHALL BE ATTACHED TO ACCESS OPENINGS DURING INSTALLATION UTILIZING ADHESIVE OR FRP BONDING KI7S AS SUPPLIED BY THE TANK MANUFACTURER. D. MANWAY OPENINGS (OPTIONAL) 7. MANWAY OPENINGS SHALL BE FLANGED, 22" LD. AND COMPLETE WITH GASKETS, BOLTS AND STEEL COVER AS SHOWN ON TANK DRAWINGS. 2.MANWAY OPENINGS SHALL BE DESIGNED TO WITHSTAND 5 PSIG TEST PRESSURE WITH A 5:1 SAFETY FACTOR. E. LADDERS (OPTIONAL) LLADDERS SHALL BE THE STANDARD FRP LADDER AS SUPPLIED BY TANK MANUFACTURER, F. ANCHORING (OPTIONAL) 1. ANCHOR STRAPS SHALL BE FRP ANCHOR STRAPS AS SUPPLIED BY TANK MANUFACTURER. 2.NUMBER AND LOCATION OF STRAPS SHALL BE AS SHOWN ON DRAWINGS, 3.PREFABRICATED CONCRETE DEADMEN, WHICH ARE DESIGNED TO ACI STANDARD 318 -11, SHALL BE SUPPLIED BY TANK MANUFACTURER. PART 111: TESTING AND INSTALLATION 3.01 TESTING A. TESTING -- TANK SHALL BE TESTED ACCORDING 70 XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR FIBERGLASS UNDERGROUND STORAGE TANKS IN EFFECT AT TIME OF INSTALLATION. 3.02 INSTALLATION A. INSTALLATION -- TANK SHALL BE INSTALLED ACCORDING TO XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES IN EFFECT AT TIME OF INSTALLATION. PART IV: LIMITED WARRANTY 4.01 WARRANTY A. LIMITED WARRANTY -- WARRANTY SHALL BE THE MANUFAACTURER'S LIMITED WARRANTY IN EFFECT AT THE TIME OF PURCHASE. q8 /%.V'S na kle- t 15 14 j IK''PLCAOwS A / DER RUN APARTMENTS NE 1/4, SE 114, SEC .24, TWN 17 N., RNG. 1 E., W.M. RESTORATION SURFACE NOTE: CALL 1 -800- SEE - ':'ORATION TABLE ABOVE - 424 -5555 BEFORE YOU DIG 901F(7TS \P I 1 I Yp,Ire Ant ' n t ` F� ' -! ' a. /t 1 i E "Afi" , Iv -i S x(71- -1 Z 7'1 • ; ,g \\ _ ' .. )rt • r A / DER RUN APARTMENTS NE 1/4, SE 114, SEC .24, TWN 17 N., RNG. 1 E., W.M. RESTORATION SURFACE cE B SEE - ':'ORATION TABLE ABOVE - SEE RESTORATION TABLE B IYP.} FINISH GRADE i ED q q' CRUSHED SURFACE B In � CE T w i BACKFILL SEE w WTN E%ISTNC V VEMENT 3 RESTORATON TABLE a m MAINTAIN SIDE PA MNC OKR 4' CRUSHED S SELECT BACKRLL C SLOPE AS STEEP y m �� / �� / AS POSSIBLE Is IS -SEWER LINE ADPES SXALL MATGX W WRFA[f M �_E SELECT BACKFILL Y PIPE BEDDING FOR - CONCRETE THICKNESS C FLEXIBLE PIPE lf%NRE. AND GRAPE. X DSCAPE O PIPE GO. AnME tlgCKFILL F FINISH GRADE SHALL BF D i0P SOIL C COMPACT i0 BSS µ SMODTN 6 CONSISTANF i PIPE µ11H E%ISTIIC GRADE N 0 -D. NIA C ____W MOUND BACKFRL CCMppCI TO B55 2 2" ABOK EXISTING _ MADE A snoorX CSBC = CRUSHED SURFACE BASF COURSE CSTC m CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. ND- �_11 7 -3 PUBLIC WORKS DIRECTOR DATE D S. DWN. CKD. DATE JY JEG TP 4/2007 FROM _ HOUSE ESTORA 1101ti' TABLE 1 cE B BAC%nu - - TYPE 7 LgAPACPON REDMN[5, O OT1Efl REWIREMENI$ ED q q' CRUSHED SURFACE B BACKFILL F FINISH GRppE SHALL BE CE T TOP C COMPACT i0 g5f. S SMOOTH L011`JSTANi - W WTN E%ISTNC V VEMENT 3 3 MIN. GRADE 8 AC N NMSN ROpOWAT TO P PA MNC OKR 4' CRUSHED S SELECT BACKRLL C CQVFORM TO ALL E%ISRN K $HYMOSEED/ E plgrACE }OP CWNSE C CW.IPALi TO 95f. 6 6RAOf5 AND WRBs A ADPES SXALL MATGX W WRFA[f M MAT[, E%ISTNC S SELECT BACKFILL Y YATCN E%IB1WC FlNISH / /SIDEWALH) C CONCRETE THICKNESS C COMPACT. l0 BSE l lf%NRE. AND GRAPE. X DSCAPE O XTDROSEED/ PIANPNCS A AnME tlgCKFILL F FINISH GRADE SHALL BF D i0P SOIL C COMPACT i0 BSS µ SMODTN 6 CONSISTANF i µ11H E%ISTIIC GRADE N D SUPPLE N NIA C NAPVE BACKFILL M MOUND BACKFRL CCMppCI TO B55 2 2" ABOK EXISTING _ MADE A snoorX EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON I PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND 1 EXISTING GROUND PVC C.O. - DOUBLE SWEEPING TEE OR APPROVED EQUAL 14 GA. COPPER TONING PARE WRAP ONCE AROUND CLEAN WT NEW d' PAID SEWER LINE (TW) (3034) 2% SLOPE TO TANK1 THREAD 0 PLUG III I I p'[f � Ill[ IWWWOII 6 PVC PIPE ASTM 0 - 2 "0-90 CONCRETE Ll VA CH 40 PVC PIPE FROM VALVE W /SOLVENT WELD OINTS. PIPE. TO BE SAME SIZE SEWER MAIN ' BEND ® ]" GO EACH FERNCO COUPLING OR APPROVED EQUAL TOP OF STEP BAFFLE TYPICAL CONNECTION APiRpTZD_. DW'TG, N0. Pit TANK RUC WORKS DIRECTOR GATE / - JY�JEG_TPTP 910 VALVE BO%, . WITH COVER TO READ 'SEWER' PVC PIPE WITH WAY TOP P 1/2' HOLE OR SLOT WIRE E VALVE SHALL BE SAME i AS MAIN (MJ%MJ) TONING WIRE CONNECT TO MAINLINE � USE EXPANSION FITTINGS As REQUIRED VAIK NUT E %TEN ➢DNS REQUIRED TO BRING BUT TO WITHIN 24' OF THE SURFACE TYPICAL END OF LINE CLFANOUT APPROIG,� DWG. NO. iM� \ �% 20 PUBLIC WORKS DIRECTOR neTF I JY JEG TP 4/2007 APPROVED F R CONSTRUCTION BY: -DATE: Director of Public[ arks APPROVAL EXPIRES:_` = � IL I I FINISHED GRADE !D "0 RISER- ALARM HIGH LEVEL LAG ON/OFF (4.5" DRAWDOWN ON TO OFF) 5 LEAD ON ETD" 6` 45 "' DRAWpOWN ON T ' ( 0 D. F LOW LEVEL A 5" EL LARM - - REDUNDANT OFF 25" 6" MIN. REDDMG- FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ APPROVED Dwc. NQ. \,.N- � PUBLIC WORKS DIRECTOR 7-14 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -79 -14 PER CITY MARK -UP GJM 3 5 d -14 PER CITY MARK -UP GJM DATE DES. DWN. CKU. DAT JY JEC TP 4/2007 Ili SD1 II 8115 II U Q L U O � 2 1 � S � Q U W U J � S o <> O N I Z > Z LY � U) �T UHJ DJ Q rn tit In Q W � Y � m U � � V ti c0 C7 co � v V Q � N rn O Zl qI rn a�a C 5 Q C O Q Z �O�/� � LILF � 4v\ o J$ LLJ V) Z O U Cn U r Q � (CjTj J I DATE 4 -10 -14 DRAwlrvc N( 8115BASC SHEET L!l OFZ DATE DES. DWN. CKU. DAT JY JEC TP 4/2007 Ili SD1 II 8115 II U Q L U O � 2 1 � S � Q U W U J � S o <> O N I Z > Z LY � U) �T UHJ DJ Q rn tit In Q W � Y � m U � � V ti c0 C7 co � v V Q � N rn O Zl qI rn a�a C 5 Q C O Q Z �O�/� � LILF � 4v\ o J$ LLJ V) Z O U Cn U r Q � (CjTj J I DATE 4 -10 -14 DRAwlrvc N( 8115BASC SHEET L!l OFZ O N I Z > Z LY � U) �T UHJ DJ Q rn tit In Q W � Y � m U � � V ti c0 C7 co � v V Q � N rn O Zl qI rn a�a C 5 Q C O Q Z �O�/� � LILF � 4v\ o J$ LLJ V) Z O U Cn U r Q � (CjTj J I DATE 4 -10 -14 DRAwlrvc N( 8115BASC SHEET L!l OFZ NATIVE OR SELECT DECAL _ SEE BACKFlLL AS 4500 -GAL DIRECTED TYPICAL ENGINEER. PANEL SIZE Y VARY DEPENDING ON N 5 y MIN. es PUSH DaIT LETTERBND 6 2" 6Y ]60- .5tl -la 2m 600 GAL -2400 GAI. m� 5• -- PADLOCK WITH COMMON KEY CENTERED CN FURNISHED BY THE CITY PANEL BEDDING MATERIAL FOR -" RIGID PIPE SHALL BE SAND NOTE E BUTTON INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDATION I F D -X12 WHICHEVER IS MORE STRINGENT, TO STEP TANK; _ SIMPLE% SOURCE CITY OF YELM I� DEPT. OF PUBLIC WORKS CONCRETE TANK JEG BEDDING iP APPRO DWG. NO- M - 7 -17 PUBLIC WORMS DIRECTOR Des. BwN. ercD. -ITAY-1. - JY JEG TP 4/2007 ALL STEP TANKS SHALL BE H -20 LOAD HATED TANKS. TI115 POLICY SHALL TAKE EFFECT ON MAY 31 21 IT ,T PINT SHED GRADE WATER TIGHT 110 -- 21"0 MIN.PVC RISER 1 wtTH WATER SIGHT PUMP VAULT RISER UP__I � 11 S 14 GAUGE TONING 14 GAUGE TONING WIRE TO 55 C0� -� 6OX i0 SERMCE n _._.I -( _T ��- V -1 lI -2 PART USE ORCHID I TANK TO RISER ADAPTER FOR CONCRETE TANKS `a'al oencE T / i -PUMP ASSEMBLY, SEE "00 a I DWG. N0. 7-9 I I o V_p `.All 11 (NOTE 1) L - -- 6' MM NOTES: 1. DELETE FAULTY FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAUI.1, 2, THE OVMER HILL REVIEW TOLERANCES IN EXCESS OF DIMENSICNS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. RIC SECOND VAULT CONTAINS 1W0 PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND IIDS. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WIIL. BE DETERMINED BY MF YELM SEWER DEPT. CITY OF YELM DEPT. OF PUBLIC WORKS _ 1500, 3000, -4566- GALLON STEP TANK /PUMP .DANK AP`PROVE'.D - _ DWG. N0. PUBUL WORKS DIRECTOR DATE 7- 1 1 DEB. OWN. CKD. DATE - JY JEG TP 4/2007 TABLE FOR FEEDER WIRE RVN WIRE SIZE MAXIMUM DISTARCE X12 AND COPPER 150 FEET X10 AND COPPER 250 FEET Xa A. COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) DECAL _ SEE 3000 GAL 4500 -GAL STL TYPICAL PUMP PANEL SIZE Y VARY DEPENDING ON N 55" S5' PUSH DaIT LETTERBND 6 2" 6Y ]60- .5tl -la 00 GAL 1100 ct: A 600 GAL -2400 GAI. APPROVE 5• -- PADLOCK WITH COMMON KEY NOTES: 1. DELETE FAULTY FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAUI.1, 2, THE OVMER HILL REVIEW TOLERANCES IN EXCESS OF DIMENSICNS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. RIC SECOND VAULT CONTAINS 1W0 PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND IIDS. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WIIL. BE DETERMINED BY MF YELM SEWER DEPT. CITY OF YELM DEPT. OF PUBLIC WORKS _ 1500, 3000, -4566- GALLON STEP TANK /PUMP .DANK AP`PROVE'.D - _ DWG. N0. PUBUL WORKS DIRECTOR DATE 7- 1 1 DEB. OWN. CKD. DATE - JY JEG TP 4/2007 TABLE FOR FEEDER WIRE RVN WIRE SIZE MAXIMUM DISTARCE X12 AND COPPER 150 FEET X10 AND COPPER 250 FEET Xa A. COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) NATIVE OR BACKRLL A' DIRECTED B` ENGINEER. FLEXIBLE PIPE rz wt run (SECTION 9-03.16 WSDC )T 1994 STANDARD SPECIFICATIONS) 'BEDDING AND BACKFlLL PER MANUFACTURES TPEQUIREMENTS. N0. DECAL _ SEE Utr I. OF PUBLIC WORKS SPECIFICATIONS 2 TYPICAL PUMP PANEL SIZE Y VARY DEPENDING ON N ToslleNCL AIA9u BOLD ISIFF PUSH DaIT LETTERBND IOPYPNI CgLL 6' SON. 40 PVC CUTLET STRAIGHT PIPE ]60- .5tl -la 24' RIBBED PVC RISER N/ FRP IIC att of resat APPROVE 5• -- PADLOCK WITH COMMON KEY CENTERED CN FURNISHED BY THE CITY PANEL OF YELIM -" -` ALARM LIGHT AND \J E BUTTON J �/- I F D -X12 FROM POWER TO STEP TANK; _ SIMPLE% SOURCE K I� 1 2-C 13-IN 2 STEP TO ST TANK TANK _ DUPLEX JEG Y2'C, 17 -X12 iP TO STEP TANK _ TRIPLEX NATIVE OR BACKRLL A' DIRECTED B` ENGINEER. FLEXIBLE PIPE rz wt run (SECTION 9-03.16 WSDC )T 1994 STANDARD SPECIFICATIONS) 'BEDDING AND BACKFlLL PER MANUFACTURES TPEQUIREMENTS. N0. L- IP GN Utr I. OF PUBLIC WORKS NOIE: 2 TYPICAL PUMP PANEL SIZE Y VARY DEPENDING ON N 4 CONTROL PANEL MANU CURER 6 6' SON. 40 PVC CUTLET STRAIGHT PIPE 7 24' RIBBED PVC RISER N/ FRP IIC B APPROVE 9 DWG. NO. 10 BE USE FILTER 0 LIDE BAIII N/ HIGH LEVEL CONTROL FLOAT ASSEMBLY \ Yw \ FLEXIBLE CONNECTOR -" BASE MOUNT BRACKET PUBLIC WORKS[JIRECTOR DATE DES. K ATE BY JEG iP 412007 NATIVE OR BACKRLL A' DIRECTED B` ENGINEER. FLEXIBLE PIPE rz wt run (SECTION 9-03.16 WSDC )T 1994 STANDARD SPECIFICATIONS) 'BEDDING AND BACKFlLL PER MANUFACTURES TPEQUIREMENTS. N0. L- IP GN 1 %ERXES SI NGLE HALL REP TANK 2 %ERXES PRECAST OEABMI SYSTCM N/ HULA LEVN STRAP AND TURNBUCKLE ASSEMBLY BEFORE FRP OPENING 4 BUT ERP OPENING 5 e- SCH. 40 PVC INLET PIPING N/ SANIrARY TEE 6 6' SON. 40 PVC CUTLET STRAIGHT PIPE 7 24' RIBBED PVC RISER N/ FRP IIC B 30' RIBBED PVO RISER Y/ FRP LI➢ -Box 9 -VC SPLICE N/ CORD GRIPS - - 10 BE USE FILTER 0 LIDE BAIII N/ HIGH LEVEL CONTROL FLOAT ASSEMBLY 11 FLEXIBLE CONNECTOR 12 BASE MOUNT BRACKET WASTEWATERS lhls "1 `9 Is for IIUN -D Ve PLUMITs Consult 11th Ut elglneer for spNI uppUmtl9ns a as comppY BALL CDMMERCIAL SEPTIC TANK GRAVITY SYSTEM WITH EFFUENT FILTER 4 -11 " ° S20- 201 -01 FIBERGLASS TANK BEDDING PROVED DWG. NO 3LIC WORKS OpRFCTOR DATE 7-16 Dr7 RI CKD. DATE JY JFG TP 4/2007 A / VEH HUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN77 N, RNG. 1 E, W.M. SPLICE TO EXISTING 14 CAUSE TONING TO STEP TANK \ CONNECT TO E %ISTINC PVC SERVICE UNE 1' KIN BALL VALVE SL K V CHECK 2- 2- INSTALL67ON NOEJFSL ALL SERMCE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OP ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2 BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. (T¢L UUX - CARSON INDUSTRIES MODEL N0. 98 WITH BOLTED HINGED COVER OR EQUAL )VIER MARKING TO READ 'SEWER' r IN NON- TRAFFIC AREAS) -14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING NBC SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M STEP MAIN 1" SCHEDULE' 40 Pvc SAT 24 11 PVC E SL 1 SL SL VALVE D I" KBI BALL VALVE. SL 1 SL 1" PVC NIPPLE. SL 1 SL 1" a MAIN ETA. PVC REDUCING TEE SL . SL x TH 2' OR PIPE SADDLE 2- CI IY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1 " -2" SERVICE CONNECTION APPROVED DWG. NO k ;��^. 'UBUC WORKS DIRECTOR DATE 7 - 1 DES. OWN. CKD. DATE JY JEG TP 4/2007 EVERGREEN r 1% CAST, INC. Yt3. Nm v58]]yryy�� SYNIT r, W±L / v11SJN FIaNC {353J &Li3b5JEk FAX; (2531863.2901 3000 GALLON 87EP TANK I(Q t J � I x F " 11 11 Sic �Wi�EL tr1+�i4a18wx �' 291 1 S.T.ERIPUMP TANK DETAIL D.4 t 3 4 5 6 7 B 9 10 IS 1/8' - 17 1/4' (TYP> IB• -tl 1 /8' - Optionat Prefahri Cat @d engineered concrete deadnen shown a�amWpry - N DIA UNITE -WILL GP. 1.000 GALLOR I -12 - 16S1C -866. C3 I� NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG XERXES FIBERGLASS TANKS OR APPROVED EQUAL 700 Y 1,l -o Tc t lc _ r,1J1r, 3j,',7 vc 5.r, "1(11- ? ".4.1, 'K .A \: "- FI,E ^,\r -,pr), 339.56 ,.) APPROVED FPR CONSTRUCTION BY: I - ATE: Directorof'Publi / Works APPROVAL EXPIRES: I -, TANK #1 RIM-345.0 TANK ,f2 RIM =344.5 I��I �I �I/I�I �I/TI TANK #3 RIM-345.15 TANK f(3 RIM-345.50 IF/ III -III_ - III - -5' -III l ORENCO DUPLEX TOP OF TAN PUMP PACKAGE TOP 171 TANK 11 = 342.50 (MODEL PF20 05 ELEV. = 342.5 LE.out= 341.75(2") 2 W 11) OR APPROVED I EQUAL. SEE CITY I O N OF YELM DETAIL o O1 7 7 -14 THIS (vm LEin= 339.91 O� N SHEET: (4 o HIGH WATER ALARM EL. =SEE TABLE TANK #1 IEin= 340.58 TA K R LEout= 340.35 o LAG PUMP "ON"-EL . =S -TABLE TANK #2 1 Ein= 340.58 TANK #2 I.E.out= 340.35 LAG PUMP "OFF" EL =SEE TABLE LEAD PUMP "ON" Er =SFF TARjf_ - - - - LEAD PUMP OFF" IS =SEE TABLE 7.33 LOW LEVEL ALARM EL =SEE TABLE XERXES 4000 GAL •� TANK OR AP ROVED EQUAL. (SEE TANK DETAIL ON T IS SHEET) 29 EVERGREEN PRECAST INSIDE SOTTO ELEV.= 336.50 3000 GAL. TANK (SEE TANK DETAIL INSIDE BOTTOM ELEV.= 335.50 ON THIS SHEET) 12,58' -- ELEV. BOTTOM CONCRETE DEADMEN 6 "PVC(SDRt35) ®209< (SEE DETAIL THIS SHEET) FORM CONDUITS TD POST OR CHANNEL SEE O TYPICAL PUMP CONTROL PANEL DETAIL DRAWING X6. FD1 PVC CONDUIT ATTACH CONDUIT TO- POST NTH STAINLESS STEEL TWO HOLE STRAPS TO NEW ELECTRICAL PANEL CONTROL 4'.6' EXISTING GROUND TO STEP TANK 12" CIA EMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION 'PROVF� BAD, NO \ M IBLIS WORKS DIRECTOR DATE 7-4 DES. OWN. CKD, DATE JY LEG TP 4/2007 Product Specifications Deadmen for 4'-, 6 - and 8 Dmnxtel Tanks N11 final l,Nh Deadmen for 4'-, 6'- & 8' Diameter Tank Installations K 1 , ­Li TIr . 1 Rn0 , r ; / .,300 18' at. sr "� a .�n ., a,�mnrr , c r 700 i l Pn�r PER CITY MARK -UP GJM 338.30 1 a. Slat 339.56 339.94 340.44 I t Product Specifications Deadmen for 4'-, 6 - and 8 Dmnxtel Tanks N11 final l,Nh LI ml )... nntlfi J I Y Apjp." Aae w."I't IL,,I 12' 12" x 17" 1 Rn0 76' 12 "x12" .,300 18' 12" X 12 700 TI ,..Jaw to TIT Jauv Style 1 11 _1 TNUTI, 11 S (T]" wdel ri 119 [ot6'! General Note, . 1- Daa]men requvenR IRs may Vary ev¢h [inks 25,00) 9811ore or 411e1 tlr6-15'Ged Do till numAer of cFLI...ment:4mll> -, aiccess ­11 ILA hL.r.11 d fl- Con it BI XeXe,ln'!APt rl Mam9l and 01,a9T;l961,tllne9 orrnu -Xerxe s.le5 ref senlay.'e Eor mo n'nrornaron XERXES0 7901Xrzrxes Avenue SOUth,Milnaipolls,MN 55411 USA a x4 company OS2 8871890 TVVm Nerxes rnm making a lasting difference" e ?012 Xerxes Corporation xas i0 /I dh rIBUOLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET _ S MIN (TYP -J 1 11/4 ALL LIDS FINISH GRAD 2 MIN TYP SOP E TO NATh'ABC (FULL NATIVE �14 GAUGE COPPER GRADE I PVC RISER, TONING WIRE, 2' -0" TAIL INTO RISER ORENCO SYSTEMS, INC., OR EQUAL `ORENCO TANK TO RISER ADAPTER (FOR USE WIP NON- TRAFFIC SEABIRD TANKS) Norte RSER AND UD SHALL BE 30° ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RI GE R AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. N0. PUBLIC WORKS DIRECTOR DAT 7 -18 E DES. OWN. C D. DATE JET JEG TP 4/2007 TANK #3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEAD PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON "' ELEV. "OFF" ELEV. "ON" ELEV. ALARM ELEV 3 (LIQUID LEVEL) PER CITY MARK -UP GJM 338.30 338.68 339.06 339.56 339.94 340.44 REVISION BLOCK NO. DA 7E DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GUM 2 3 -19 -14 PER CITY MARK -UP CJM 3 5- 6 -14 PER CITY MARK -UP GJM JOB NUMBER 8115 0 ali 0 �I Z z ELL ce w C9 E U 'S O W CC 2 O O U Ci K N 2 d � to N1 U� LF rn m i Z � � O aUS:� a v I zGT Oto (j L ■ � V n V (UQ V � rn Crn Q e 3 C � n U ti 1- U") Z O Q U � U >- �J (n v Z Cn IA DA 1E 4 -10 -14 DRAWING N( SD2 8715BASL HEEL Tl¢OF2. PIPE TABLE PIPE LENTH DISCRETION 1 28LF 4" DI CL50 DIG. 6LF 4" DI CL50 3 5AF 4" DI CL50 4 41LE 4" DI CL50 In ,L 65LF 4" DI CL50 6 5LF 4" DI CL50 7 5ILF 4" DI CL50 8 38LF 4" DI CL50 9 R 67LF 4" DI CL50 EXISTING SANITARY SEWER MAIN 6LF 4" DI CL50 2LF 4" DI CL50 EXISTING WATER GATE VALVE 5LF 4' DI CL50 722LF 4' D1 CL50 PIPE NAME 5LF 4" DI CL50 6LF 4" DI CL 511 1Y8LF 1 4" DI CL50 6LF 1 4" DI CL50 CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 48LF• 1 #" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (ODCV) AS SHOWN AND PER DETAILS ON SHEET WO1. © CONTRACTOR TO INSTALL TYPICAL 102LF- 1 77" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2 PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. UTILITY CO_ NFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT AL POTHOLING THE G UTILITIES TUTUS AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i G� CONTRACTOR ,/ DEVELOPER NOTE: RI VER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN — 6, Row DEOica3ioN ; -- ' - 549'32'38 "E 194.00" - _____ _ SIDE YARD __ __�BRO@QSED_1A'm7AriGBBAGE_GZYPj 4+2 ____r_____________�___ Y 1S• •'� FRONT i 3 YA w SET B CY i o •r N r • � U I 2 w •r _ •r � n -r o .'r THE CONTRACTOR AND /OTQ DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUITXED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGIN I THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITF1 DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND, /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS WILT ACCORDING TO THE RECOMMENDATIONS OF THIS GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. NOTE: CALL 1- 800 - 424 -5555 i YOU DIG. PRr)JEC r SCR' 1.17, PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 Y '-n In ,L QERRY VALLEY ' sicii�n EXISTING CONTOUR - -- - - I ID EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN T� N49'28 54"W, EXISTING POWER POLE I EXISTING WATER GATE VALVE ;- �I F EXISTING WATER MAIN ® PIPE NAME BUILDING FIRE LINE NOTES: = �" I. CONTRACTOR TO INSTALL(I) 8 "X8 "X4" TEE W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL(1) 4" 90' BEND W/ THRUST BLOCK. CL1 CONTRACTOR TO INSTALL POST INDICATOR VALVE (PVT) PER CITY OF YELM STANDARDS. f J- ACONTRACTOR TO INSTALL FIRE DEPA, ­ ,iLNT CONNECT (FDC) PER CITY OF ( , YELM STANDARDS. UTILITY CO_ NFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT AL POTHOLING THE G UTILITIES TUTUS AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i G� CONTRACTOR ,/ DEVELOPER NOTE: RI VER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN — 6, Row DEOica3ioN ; -- ' - 549'32'38 "E 194.00" - _____ _ SIDE YARD __ __�BRO@QSED_1A'm7AriGBBAGE_GZYPj 4+2 ____r_____________�___ Y 1S• •'� FRONT i 3 YA w SET B CY i o •r N r • � U I 2 w •r _ •r � n -r o .'r THE CONTRACTOR AND /OTQ DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUITXED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGIN I THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITF1 DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND, /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS WILT ACCORDING TO THE RECOMMENDATIONS OF THIS GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. NOTE: CALL 1- 800 - 424 -5555 i YOU DIG. PRr)JEC r SCR' 1.17, PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 Y '-n In ,L QERRY VALLEY CSR sicii�n EXISTING CONTOUR - -- - - EXISTING EDGE OF PAVEMENT ID EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN T� N49'28 54"W, EXISTING POWER POLE I EXISTING WATER GATE VALVE ;- d EXISTING WATER MAIN ® PIPE NAME BUILDING FIRE LINE NOTES: = �" CONTRACTOR TO INSTALL(I) 8 "X8 "X4" TEE W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL(1) 4" 90' BEND W/ THRUST BLOCK. CL1 CONTRACTOR TO INSTALL POST INDICATOR VALVE (PVT) PER CITY OF YELM STANDARDS. J- UTILITY CO_ NFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT AL POTHOLING THE G UTILITIES TUTUS AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i G� CONTRACTOR ,/ DEVELOPER NOTE: RI VER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN — 6, Row DEOica3ioN ; -- ' - 549'32'38 "E 194.00" - _____ _ SIDE YARD __ __�BRO@QSED_1A'm7AriGBBAGE_GZYPj 4+2 ____r_____________�___ Y 1S• •'� FRONT i 3 YA w SET B CY i o •r N r • � U I 2 w •r _ •r � n -r o .'r THE CONTRACTOR AND /OTQ DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUITXED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGIN I THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITF1 DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND, /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS WILT ACCORDING TO THE RECOMMENDATIONS OF THIS GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. NOTE: CALL 1- 800 - 424 -5555 i YOU DIG. PRr)JEC r SCR' 1.17, PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 Y '-n In ,L QERRY VALLEY CSR sicii�n EXISTING CONTOUR - -- - - EXISTING EDGE OF PAVEMENT ID EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN T� N49'28 54"W, EXISTING POWER POLE I EXISTING WATER GATE VALVE ;- EXISTING FIRE HYDRANT EXISTING WATER MAIN ® PIPE NAME BUILDING FIRE LINE NOTES: = �" CONTRACTOR TO INSTALL(I) 8 "X8 "X4" TEE W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL(1) 4" 90' BEND W/ THRUST BLOCK. CL1 CONTRACTOR TO INSTALL POST INDICATOR VALVE (PVT) PER CITY OF YELM STANDARDS. J- ACONTRACTOR TO INSTALL FIRE DEPA, ­ ,iLNT CONNECT (FDC) PER CITY OF ( , YELM STANDARDS. �. UTILITY CO_ NFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT AL POTHOLING THE G UTILITIES TUTUS AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i G� CONTRACTOR ,/ DEVELOPER NOTE: RI VER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN — 6, Row DEOica3ioN ; -- ' - 549'32'38 "E 194.00" - _____ _ SIDE YARD __ __�BRO@QSED_1A'm7AriGBBAGE_GZYPj 4+2 ____r_____________�___ Y 1S• •'� FRONT i 3 YA w SET B CY i o •r N r • � U I 2 w •r _ •r � n -r o .'r THE CONTRACTOR AND /OTQ DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUITXED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGIN I THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITF1 DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND, /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS WILT ACCORDING TO THE RECOMMENDATIONS OF THIS GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. r 5 4• 11LF , NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PRr)JEC r SCR' 1.17, PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 Y '-n In ,L � ry,1� r G1.,g1 " R: rS _ lw,rl sicii�n r 5 4• 11LF , r ---- 0 w - A.. SPRINKLER ROOM- - _. PROPOSED APARTMENT 59' BUILDING "B" 5`- APPROX. F.F. 344.00 PROPOSED 5s' "APARTMENT BUILDING "A!'__ APPROX, F.F.= 346.50 11 r 64' -- 10`PSEEASEMENT- PER AFN3982737 _G 1 -- _ G —. - -. —G __ G- ____ C -— w 0 APPROVED/ OR CONSTRUCTION BY: ' `I DATE: DirectoroPPubl -c Works APPROVAL EXPIRES: `; r l i - SCALE: 1 " =20" 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NCVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —Pfd PROPERTY LINE RfW— R/W LINE — — - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 PROPOSED SIDEWALK GJM PROPOSED SHOULDER - -- 456 --- Pop- EXISTING CONTOUR - -- - - r ---- 0 w - A.. SPRINKLER ROOM- - _. PROPOSED APARTMENT 59' BUILDING "B" 5`- APPROX. F.F. 344.00 PROPOSED 5s' "APARTMENT BUILDING "A!'__ APPROX, F.F.= 346.50 11 r 64' -- 10`PSEEASEMENT- PER AFN3982737 _G 1 -- _ G —. - -. —G __ G- ____ C -— w 0 APPROVED/ OR CONSTRUCTION BY: ' `I DATE: DirectoroPPubl -c Works APPROVAL EXPIRES: `; r l i - SCALE: 1 " =20" 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NCVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —Pfd PROPERTY LINE RfW— R/W LINE — — - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE 5- 6 -14 PROPOSED SIDEWALK GJM PROPOSED SHOULDER - -- 456 --- PROPOSED CONTOUR EXISTING CONTOUR - -- - - EXISTING EDGE OF PAVEMENT ID EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ,. EXISTING POWER POLE I EXISTING WATER GATE VALVE ;- EXISTING FIRE HYDRANT EXISTING WATER MAIN ® PIPE NAME REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK-UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM •� y MIDD 1�1 o3 A NA iUA W O % 'Z N i ST •I A� SSto�A e���•••- 1�� \\ •••• II 8„s N J U Z o � Q C7 W c' C W W Ci � Q W W R t O C U L CL Cr C� v ro LI In JQ mom a >�z co d- v a � � .� r) v v a� C O U ti O//� /co Id. J� cl- W Lij DA TE 4 -10 -14 DRAWING N( WAT 8115BASE STIFF T ZOFZ R /VEH RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF— 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. OCONTRACTOR TO INSTALL TYPICAL 58LF^- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. OCONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDI. © CONTRACTOR TO INSTALL TYPICAL 63LF— 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. OCONTRACTOR TO CONNECT TO EXISTING WATER MAIN. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. f'* ¢i' 'JC' \! �/` ,. ) r '0 ALIGNMENT 'A' PLAN VIEW HORIZONTAL SCALE: 1 =70 r� tt ¢ w i m N zti 0 W 0 m�3_ -. -- _ zo d N CAS I 60% i. ,. PROPOSED GRADE OF DRI EXISTNG GRADE - OF DRIVE._ I QLF -B' IQlA-B' PwCL -11 N 0 +60 0 +90 1 +00 1 +10 11v-,r, nc nn M raj M M 1 +20 1 +30 M � 1 +40 ALIGNMENT 'A' PROFILE VIEW HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 7" =2' fO(�F 8' PYEYOL -1¢0) WATER UM PROPERTY LINE fLr a' rVc(a iso) _wAtEn wA�1 R/W LINE - - (a- 30) METER MAW - WATER UAW '.. ID PROPOSED IRRIGATION METER 5317 PROPOSED FIRE HYDRANT W1. 121 STORM W ----- W OR SSING i !'Y01 TEE _ .ATE VAL1£ PROPOSED SHOULDER R H10RAHT SPOOL PROPOSED CONTOUR _ . _ _. 1 - _. 90 LL STd:1+07. 137 T i LE -34L INSTALL' 1 -16' BEND 4, #WALL: I ftwST, BLOCK 17�HRUSTBLOCK THRUST BLOCK a � M M +50 � N l0 all 1 +60 1 +70 m� M vii 1 +80 1 +90 RK AREA APPROVED FOR CONSTRUCTION BY: -�.=� DATE: /r�l r. , Director oPPabl�Wodcs � APPROVAL EXPIRES: I , SCALE: 1 " -20" � 7 0 10 20 40 OPOSED ARTMENT ILDING "A" . 34 _- VERTICAL DATUM 346.50 THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND --3« PROPERTY LINE —R, qv R/W LINE — — -- — EASEMENT LINE — ADDITIONAL 10" UTILITIES EASEMENT ID PROPOSED IRRIGATION METER P PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W ----- W PROPOSED WATER MAIN GJM PROPOSED SIDEWALK 4 PROPOSED SHOULDER -- 456 - -- PROPOSED CONTOUR - - EXISTING CONTOUR - - - -- -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE O D EXISTING STORM MAIN - EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .. EXISTING POWER POLE H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. EXISTING WATER MAIN RENSION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM C W s W1 II 8115 II 6 0 5 � Cl � to S � U � Q � IL fb Js w ZOm Z N �a�C9 J C� '^ J v d- Q o, C% o 'VJJiJS v m Q !EA 3 `V S C � ° O QLL � J W w Q w O W CL z� Qz CL DATE 4 -10 -14 DRA WINC Nt 8175BASE iHEET ]B OFZ C W s Q � � U w � c u c 0 5 � Cl � to S � U � Q � IL fb Js w ZOm Z N �a�C9 J C� '^ J v d- Q o, C% o 'VJJiJS v m Q !EA 3 `V S C � ° O QLL � J W w Q w O W CL z� Qz CL DATE 4 -10 -14 DRA WINC Nt 8175BASE iHEET ]B OFZ CONSTRUCTION NOTES OCONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR 70 CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- I }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDL OCONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. O5 CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDI. © CONTRACTOR TO INSTALL TYPICAL 63LF•- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2 PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. A /VEF) HUN APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. Hrr,KUX. F.F. = 346.50 352 _. 346 1 112" WA TER SERPVICE 4" WATER 344 CROSSING 41• WATER CROSSING III 342 340 ST.I.0+5& LE -34235 WrAIL: 1»45' X710 IOLF»5' 338 336 334 0.,1 1/2'• WATER - - -- - j -- - SERVICE_.. _. (7YP.) N p h B N N N ALIGNMENT V' n APPROX. W PLAN (VIEW r'l F.F.= 344.00 h HORIZONTAL SCALE: 1 10 PROPOSED WATER METER ^ V PROPOSED WATER MAIN W N y p q r ry "14 eA !C r)SAlf - \; 0 +40 ISO 0 +60 i l i M 0 +8 M 0 +00 0 +10 0 +20 0 +30 I EXISTING SANITARY SEWER MANHOLE ° h . EXISTING SANITARY SEWER MAIN I i EXISTING CATCH BASIN n EXISTING POWER POLE r,1 EXISTING WATER GATE VALVE ... EXISTING FIRE HYDRANT II XISTING GRADE ® - OE Of%VE -_. - -- - - \ i - PROPOSE GRADE ® ^ p OF OR VE �c no no - \ 3.24% 0.,1 1/2'• WATER - - -- - j -- - SERVICE_.. _. (7YP.) 11 N p h r7 Ol 7 N N N O n BEFORE W of r'l M h r C PROPOSED WATER METER ^ V PROPOSED WATER MAIN N N y p q r ry "14 eA !C r)SAlf - \; 0 +40 0 +50 0 +60 Fl+70 M 0 +8 M 0 +00 0 +10 0 +20 0 +30 11 NOTE: CALL 1- 800 - 424 -5555 EASEMENT LINE BEFORE YOU DIG. PROPOSED IRRIGATION METER P PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W-----W PROPOSED WATER MAIN U Q PROPOSED SIDEWALK Y�lr q r ry "14 eA !C r)SAlf - \; -r' 11 F I- Ci1AIt7. /L, 1 � ...1 a � M M M nil 0 0 +90 1 +00 1 +10 ALIGNMENT W' HORIZONTAL PROF /LE VIEW VERTICAL SCALE: 1 " =2' Mr 1 +20 1 +30 F.5rPK(a. -�o, a° WA TER CR015SING 12 " STORM ROSS N M N N 1 +40 1 +50 1 +60 1 +70 APPROVED I OR CONSTRUCTION BY: ! = - -_ DATE: Director of Public orks APPROVAL EXPIRES: r l SCALE: 1•• -10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP CN INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND - P,;6 PROPERTY LINE VALVE I • R10RANt WTALL-44 SPOOL N4STALL: EASEMENT LINE — N M N N 1 +40 1 +50 1 +60 1 +70 APPROVED I OR CONSTRUCTION BY: ! = - -_ DATE: Director of Public orks APPROVAL EXPIRES: r l SCALE: 1•• -10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP CN INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND - P,;6 PROPERTY LINE DATE R/W LINE - -Rl* -- — — - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER P PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W-----W PROPOSED WATER MAIN U Q PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR ' EXISTING CONTOUR - -' EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN (' EXISTING POWER POLE r,1 EXISTING WATER GATE VALVE ... EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM U Q 4 t E°+ DRAWING NI 4t sslo A o � a: 0 811513ASL w JOB NUMBrR Z a o �n m w m �S w z�c 0 �oQL) Q C4 V! 8115 =•-0� 6v A, QT'S GF.. nsy 44 V 0 ' m o V x . o, U 5 Z 4 ` W J U Q 4 t E°+ DRAWING NI 4t sslo A o � a: 0 811513ASL w o Q w w a z o Z a o �n m w m �S w z�c 0 �oQL) Q C4 V! � =•-0� 6v A, QT'S GF.. nsy 44 V N ' m o V x . o, QC 5 C 4 ` W J U Q 4 t E°+ DRAWING NI 4t sslo A 'O'^ V�! � a: 0 811513ASL (,r) n cf) J n o IZ � W CL J Q Q _' CL 414 =•-0� 6v A, QT'S GF.. nsy 44 DarE x . 4 4 -10 -14 �4A 4 t E°+ DRAWING NI 4t sslo A 1 \ \\ 811513ASL HEE 112 OF Z. 0 LE-3Y ANSTALL I -8•I8' 3'•8' G 7HRUST RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. I/ JW wu.;, rl. _ +lc d ✓�Oj O ✓ ` V-� ,Nall; Sk- GvD l n�f 346 �L111,�i lIf ' -L ► o - 0V "y CONSTRUCTION NOTES 344 O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS W01 & W02. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDL Im O7 CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. \mx__4o� LE 88 E10STINC MISTAIL• 7 R517ER Y 336 U-S*Xr 8• ,FE 4• yg,M 3-8• GATE VALW3 LE- 337.00 7HRI/ST BLOCK 731F -8• PVC (CL -180) MAMV MAIN MWALL: U- 8'XC'X4• 1-40 PA 7HRUST 9A 334 i 12" STORM CROSSING 6' SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD 1. m v N of o o O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND N rD m {n 'm , N -i Siq, _ 11A ?-S4•�-7 r, 1 V I CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 2 �0% 2 ()C)% GUM DISCREPANCIES. 342 - 0.50 % O CONTRACTOR TO INSTALL TYPICAL 58LF— I I" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND :. -- DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA E 'IN[) METER AS SHOWN AND PER DETAIL ON SHEET W01. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN 340 STORM. -- - - ROSSING AND PER DETAIL ON SHEET WDL O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW r PREVENTION ASSEMBLY (DOCV) AS SHOWN AND PER DETAILS ON SHEET WDL © CONTRACTOR TO INSTALL TYPICAL 63LF— 1 3" WATER SERVICE 338 ,..... AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS W01 & W02. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDL Im O7 CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. \mx__4o� LE 88 E10STINC MISTAIL• 7 R517ER Y 336 U-S*Xr 8• ,FE 4• yg,M 3-8• GATE VALW3 LE- 337.00 7HRI/ST BLOCK 731F -8• PVC (CL -180) MAMV MAIN MWALL: U- 8'XC'X4• 1-40 PA 7HRUST 9A 334 i 12" STORM CROSSING 6' rnrn r1 v rn M M MORE 2" SEWER :12ZF -4• DI(O.QB) TEE LINE CROSSING cD �t m v N of N a o] `t N m N I, O 0 r O " (D rfl O m O N rD m {n 'm , N -i Siq, _ 11A ?-S4•�-7 r, 1 V I N 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 cV GUM -0 +40 -0 +30 -0 +20 -0 +10 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 rnrn r1 v rn M M MORE 2" SEWER :12ZF -4• DI(O.QB) TEE LINE CROSSING 11 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. DR("q'C7`7 \P' 1 1� Y -lr- .4 'm , N -i Siq, _ 11A ?-S4•�-7 r, 1 V I rnrn r1 v rn M M MORE 2" SEWER :12ZF -4• DI(O.QB) TEE LINE CROSSING ALIGNMENT "C' PROF /LE VIEW HORIZONTAL SCALE: 1 " =10' VER ➢CAL SCALE: 1 " =2' �rn W M y N M M 1+40 � m r7 Z� N N 1+50 1 +60 APPROVED FOR CONSTRUCTION BY: l- ` <_i L_� - DATE: Director of Nbljc Works APPROVAL EXPIRES: ' SCALE: I " =10" i t � � 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -Pfd PROPERTY LINE -R7 tW- R/W LINE - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE U.� EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN 00.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00.00 EXISTING TOP OF PAVING SPOT ELEVATION c� tD �O .0 t0 rD T r N r N PER CITY MARK -UP v 2 N N N N 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 ALIGNMENT "C' PROF /LE VIEW HORIZONTAL SCALE: 1 " =10' VER ➢CAL SCALE: 1 " =2' �rn W M y N M M 1+40 � m r7 Z� N N 1+50 1 +60 APPROVED FOR CONSTRUCTION BY: l- ` <_i L_� - DATE: Director of Nbljc Works APPROVAL EXPIRES: ' SCALE: I " =10" i t � � 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -Pfd PROPERTY LINE -R7 tW- R/W LINE - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE U.� EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN 00.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00.00 EXISTING TOP OF PAVING SPOT ELEVATION 1 +70 1 +77 REVISION BLOCK rn DATE N BY d 1 -22 -14 PER CITY MARK -UP v 2 N N N N N PER CITY MARK -UP GUM 1 +70 1 +77 REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GUM .�� I.Mlpp SIN. 1000PpF MIN OB NUMBER 8115 O Q= z U cc o a 5 � s Q - C9 W C9 W C7 s Y Ci v1 a w w n' r ro n 'n z w a o� m a m co m a �3 2 z�a om �C Q Z N CO v Vw, r v VI U v o� V � C � z O Q O'AU M Vi v' o 6 w o zcl� W V J Q Q J CL DATE 4 -10 -14 RA WING N0. 8115BASE 1EETZQOFZZ GENERAL WATER NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALT. BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND ME MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD ST'ECIFICAnONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCPON MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. ME CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. 3 WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS MAN ME STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)81 POLYVINYL CHLORIDE (PVC) PIPE (4 MROUGH 12 INCHES): SHALL MEET ME REQUIREMENTS OF AWBIA C900. CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN ME SOP of 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIOr'S SECTION 9- 30.1(5)A, POLYVINYL CHLORIDE (P VC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER MAN THE STIR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA GISH CLASS 50 OR GREATER, AND SHALL BE 1116 -INCH CEMENT LINED AND SEALED IN ACCORDANCE W1M ANSE AWWA C1041,421.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WHEN 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT ANSI FLANGES. VALVES SHALL CONFORM TO AMA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, GLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY, 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AWK HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. B ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. ME MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WTDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE INSTALL W GAUGE HEAVY DUTY DIRECT BURY COATED COPPER YORE (PAIGE BODY SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND M PIPE, I E BROUGHT UP AND TIED F E OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL 115E WIRE NUTS AND A BR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALT. LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8, PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAIN HA S SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN N E GINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF ME CURB MM AN EMBOSSED "W' 114 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1-600-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FEELINGS VERIFIED 48 HOURS S P RIOR TO DISTRIBUTING cspur DOwN Noncfs. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, ME EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, ME CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, ME CONTRACTOR SHALL OBTAIN B IN A PUNCH LIS BY THE CITES INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK S OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO ME SATISFACTION OF THE CITY PRIOR 70 ACCEPTANCE OF THE WATER SYSTEM E AND PROVISION OF WRIER SERVICE. 15, A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION, 16. ANY REVISIONS MADE TO THESE PLANS MUST BE RENEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. %/ , ,. .gal`:/ I�1 •\j .a._ - :� � \� 1 /v \ \%�, Hli \ I I � I � \� 1.4 � >r -\r.� M�• �T �i` %2 ✓jii � /i�Y %" .•�j, +F7 TOP VIEW TOP !VIEW TOP VIEW j + WYE I SIDE (VIEW SIDE VIEW SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND ♦ /iQi�i i \YT; iU/wv SQwii. \\ \'T \r III y 1 a\ �.. U. S \Y/\0/i.Y�" "."/ TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS .r\ G/ 45° - 90' VERTICAL BEND Mores: STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- - -_ TWEEN ALL THRUST BLOCKS & FITTINGS. ALPS DWG ND. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM -IV'! -i - 6 -13 DIAMETER. PUBLIC WORK5 DIRECTOR DATE OLE. -- OWN, GEE, DATE ITS UEG TP 4/2007 -- Top view operating nut I- Limits of Paymen$ Paint Hydrant _ Weather shield a Sun Yellow High and Hydrant Lgck Grade Enamel i- Bonnet It 13312 - -�, -- _ z Hasx connection with threads HYDRANT OFFSET .�_41 /2 "Sleary)er connection - with NST threads Soe valve box and & 5 Stor F z adapter valve stem detail- style 5 -3i] ,/SC caP 6 -11 �- A'A a 18, -24" I Ground To suit IF Standpipe french depth 3' Minimum - - 6° Flon gad fire hyd ra at tee 1 Each Pip. Join 1 6'� #I1 pp 06 EBAA Iran, 8' T # Inc. Me9alu THRUST LOADS RUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE y 90' BEND 45' BEND 22_1 /2' BEND 11 1/4• BETDIAD ND DIAMETERE4' 3,600 2,000 1,000 500 0 6" 8,000 4,400 2,300 7,200 5,700 I 8° 14,300 7,700 4,000 2,000 10,100 I 10" 22,300 12,100 6,200 3,100 15,800 12° 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16" _I 57,000 301800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL • 32,000 LB S - 3000 LB /S.F. = 10 SF. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS, 0 S. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOiL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER ___ SQUARE FOOT MUCK, PEAT p SOFT 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD _SHALE 10,000 THRUST LOADS DWG. N0, PUBLIC WORKS DIREGtOR DAIS 6 -14 DES. OWN. CKD. �E ES JEG �In 4 /2nm I� NOTE: CALL I CALL 1- 800 - 424� -` 5555 BEVORE YOU DIG. VR �O)Fi 7' .l SN¢I.f !_ YGDI( -r A �x }C }�V -plio r)"4r 7 `NR* 'E3 'A' -.('Wc T`/'. '0" A 2:SI- 1 C 71N -E E''�(•T:�Ir�ll RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E,, W.M. I _1Y'y RECESSED HANDLE TYPE COVER 3' z 3' x 4" } INLAND FOUNDRY #248 CLASS 3000 to" 6 3/4� VALVE BOX WITH CONCRETE PAD 8 3/4 "WATER" CAST IN LID ± OR OECD 910 SECTION 5" Class 52 ductile iron Pipe cut tp length - 6" gate va)V X M e FL J -- See note bglq'w. Varies 4 "x8 "x16" concrete block L[Hydrant shoe Backfill to top of drain ring hqusing bolts with 2" washed rock as L6' ghown Plastic barrier between K 6' sheet of 11 mil. plastic or ton_ thrust block and tee slruction fabric, covering Y' washed Notes rock Concrete thrust block I. H dronfs h I s o I be located ed in cast -in-P lac e against accordance With o 6. 060. fitting only In addition o minimum oo Three ft radius unobstructed working area shall be Provided around all hydrants. un 2. Hydrants s shall be r Y D asset M& H CITY OF YFI. .M WASHINGTON Reliant style 929 clove M Y D PT E OF PUBLIC UBLIC WORKS RKS American AVK Series 2780 or Mueller 0 or Centurion 3. Gate Valves shall be resilient wedge _ Rpp t� F E IIYDRAN i NRS with O-ring seals. Vulva ends shall be Machanicnl joint by ANSI flanges. Valves shall contemn to AWWA 509 -80. APP Valves shall be Mueller M &H, Kennedy, DwG. rvo. Clow R/W or Waterous Series 500. G¢ PVBUC WORKS - 7 UINCCiOR V DATE 4. Fire Hydrant lock payment is re P required 9 cit Will III order an Y d Install. - DES. CND. - DATE E ES JEG rP a /�nm THRUST LOADS RUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE y 90' BEND 45' BEND 22_1 /2' BEND 11 1/4• BETDIAD ND DIAMETERE4' 3,600 2,000 1,000 500 0 6" 8,000 4,400 2,300 7,200 5,700 I 8° 14,300 7,700 4,000 2,000 10,100 I 10" 22,300 12,100 6,200 3,100 15,800 12° 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16" _I 57,000 301800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL • 32,000 LB S - 3000 LB /S.F. = 10 SF. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS, 0 S. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOiL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER ___ SQUARE FOOT MUCK, PEAT p SOFT 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD _SHALE 10,000 THRUST LOADS DWG. N0, PUBLIC WORKS DIREGtOR DAIS 6 -14 DES. OWN. CKD. �E ES JEG �In 4 /2nm I� NOTE: CALL I CALL 1- 800 - 424� -` 5555 BEVORE YOU DIG. VR �O)Fi 7' .l SN¢I.f !_ YGDI( -r A �x }C }�V -plio r)"4r 7 `NR* 'E3 'A' -.('Wc T`/'. '0" A 2:SI- 1 C 71N -E E''�(•T:�Ir�ll RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E,, W.M. I _1Y'y RECESSED HANDLE TYPE COVER 3' z 3' x 4" } INLAND FOUNDRY #248 CLASS 3000 to" 6 3/4� VALVE BOX WITH CONCRETE PAD 8 3/4 "WATER" CAST IN LID ± OR OECD 910 SECTION 7,346 RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E,, W.M. I _1Y'y RECESSED HANDLE TYPE COVER 3' z 3' x 4" } INLAND FOUNDRY #248 CLASS 3000 to" 6 3/4� VALVE BOX WITH CONCRETE PAD 8 3/4 "WATER" CAST IN LID ± OR OECD 910 SECTION OUTSIDE PAVED AREA 71/ TRACER WIRE - -- - SEAL WITH AR4000W ¢ AGO - LU O 1� I 2 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY T I FINISHED GRADE 6,, o.. a e \ J" -11TH y>, \i /l.\/ T \'!. , " x 10" OR 18" 3 - 6" 5 DR IN PVC PIPE n CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE E 5 EM RISER REQUIRED QU RED WHEN MAX 36" IS EXC EEDED LENGTH VAR( ES NOTE: " IrtGIV1.r1 tlVI IUM ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, - -GATE VALVE MHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN TO REQUIRED FOR N P VALVE EXTENDED ONE FOOT TOP OF VA E eox. BUTTERFLY VALVES. E LY ALV S. VALVE STEM EXTENSION LEGEND U VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON O 3/16" Thk X 5 1/5" DIA STEEL DEPT- OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD Q 2 °X2 "X 3/16" SQUARE STRUCTURAL �/ STEEL TUBING TO FIT OPERATING VALVE BOX NUT. _ LENGTH AS REQUIRED. APPR V .� F� DW0. I NOTE: Lv�� `-- ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECT-OR DATE 6 - 1 1 FILLET WELD ALL AROUND. DES. DWI. CKD. DATE Es JEG TP 4/2007 RESTORATION DEPTH (RACE TAPE 72' r0 IB" UNDER VARIES NIF FINAL GRADE. TRENCH BACKFILL � -' TRACER WEE (SEE GENERAL. SEE NOTE 1, 2. 3 (WATER NOTES NO. 7) c5 6" MIN DEODING MATERIAL SEE NOTE UNDISTURBED SOIL NOTES: 1, A MINIMUM COVER OF 3.5' SHALL DE MAINTAINED, EXCEPT AS REOUIRCD AT CONNECTION POINTS. 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HALF SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WELL COMPACT READILY COMPACT 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTFD OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHAT. IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVhV EQUAL NO SVDSTUTONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, FRENCH BACKFILL STALL MEET THE WEDGE STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPLIES, SANG, NO PUSU WS DIRECTOR pAiE 6-15 DES. DwIJ. CKD. OA HE Es JEG iP 4/2007 SIZE A g APPROVED MSTE3 -BQX LID - 1]30 DI READER LID 1 1/2° 13 1/4" 15' BOX - VICE 1730 X 12 BASE OR APPROVED EQUAL 2" 17 1/4" 15" z rc wl 3 METER BOX -- POLYETHYLENE LINE BALL VALVE -B 112 �. -L-A 17' -Z MALE ADAPTER -2" RESILENT BALL VALVE CURB STOP WEDGE GATE VALVE c,IECK VALVE - SERVICE SADDLE _ OF ROMAC 2025 OR 2% SLOPE TO BOX ENT -,I 4B" TO CER _ OE BOX CURB a CHECK VALVE 4 GAGE INSULATED n ° a BALL VALVE COPPER '; --A- TONING WIRE A o v METE`R WRAPPED 1 1 /2" - B11 -6661 RESP J 2" - Bf1 -]] PIPESEE AROUND TH E 2" - C86 GENERAL I 1/2'. 6 NOTES NO. K C B6 - ]] FORD PACK JOINT 12" 2 " - ])- CORPORATIO Si0 TYPE- B 1 eT\ PLASTIC LINE (USE 200 -BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) F, - -/ WITH PACK JOINT & FEMALE I.P. THREADS I I /2 " -2' MALE NIPP LE SERVICE SADDLE Cl T" ')F YELM, WASHINGTON 1. STTAINESS STEEL INSERTS REQUIRED FOR ALL DI, OF PUBLIC WORKS PACK JOINTS. - "' -- - 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1/2" TO 2 °f GASKET AND I.P. THREADS. METER 3. CITY STANDARD FOR COPPER SETTERS ARE: S E R VIC E 1/2" -FORD V / BH 76-15D13 OR EQUAL 0 2" - FORD YEN - EQUAL - - - - -- -- D 77 15 1 D70R APPROVE( DWG. N 0 4, ALL 1 1/2" 2 AND 2" SADDLES LEIS WI ----�T--�� 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILIENT WEDGE GATE VALVE AND RIO PUBLIC WORKS DIRECTOR GATE 6-3 HOUSING AND SDR -21 PVC PIPE HOUSING OIL S. OWN. CKO DATE Es EEC TP 4/2007 APPROVED OR II .� Ern Lo °O °° Po°r ��rryy�� ,ryTo4 xry- O- �J)°�Qy °W 6°oo ���roo4�o��x� (BELOW GROUND INSTALLATION) GRAVEL 12" MIN. NOTE ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL I.AY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK OPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLC)W PRCVENTER NO GALVANIZED PIPE BEFORE ASSEMBLY - THE ocvn MAY BE ImsTAUfO ABOVE DR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT,. OF PUBLIC WORKS DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONs. - THE BACK FLOW ASSEMBLY STALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL_... - A PLUMBING PERMIT IS REQUIRED. APPROw' DWG. NO _�- 6 -16 PUBLIC WORKS DIRECTOR GATE DES. DAN. CKD. DATE- - KR JEG TP 4/2007 e TOP VIEW d E XISiG � L RFSILI[Nf SEA iFO - GROUND TEST f.00KS 3° (4 REOb.) � 6" MEAT Z REOFFO VALVES ' H "MAX �( .) J" UNIONS i (2 AEO'0.) NO GALVANIZED PIPE O INLET MI N NLEi SIDE E - Of ASSEMBLY L LA 'TI P 5 C OR DEMENT SIDE VIEW METER BOX CONSTRUCTION BY:_ �.-- _ DATE: Director of Publ' Works APPROVAL EXPIRES: ii; � I `+ _ 3 4 8 5 4 PLAN s- Jr s' uIx 3 4 8 ? PLASTIC 4 OR T CONCRCTE BOX \\ r' ) r O r L I l 13 MIN l I 7 PLOW_ 6 Z I GRAVEL BASE TO BUILDING OR MATERIAL LIST: 12" THICK IRRIGATION SYSTEM 1, sfrevlcE LINE 2. 90' tlEN 0 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (I)S.H.S. APPROVED) CITY OF YELM, WASHINGTON T. RELIEF VALVE DEPT- OF PUBLIC WORKS 8. TESTS COCKS - - - - -- - - _ s. DRAIN To DAYLIGHT REDUCED PRESSURE 1 B.PLUCS IN TEST cocrcs BACKFLOW ASSEMBLY GENERAL Nors: FOR 2" OR SMALLER A. THOROUGHLY (LUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = APPROVE TI C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 1, DIED. N0. FOR FURTHER INFORMATION. PUBLIC WORKS DIREQOIt DATC 6 -1 7 U. 00 NOT INSTALL IN AREA SUBJECT i0 FLOODING. CKD. DATE----- KR JLG � IT 4 /200 7 Z -I /Z• rlflE DEPARTMENT PAI6E0 LEltEfl6 WILT LONXECiIaN 'AUTO SPRINKLER• SCHEDULE 40 - GALVANIZED STEEL 34• -fi0• te^ x 18" x A- N BUCK D - -RI-� " - SCrvfaJlC Te GAIV >NIIFD Si[EL WRAPPER OUR 17 t-_ 6 MIL P"111 CITY OF YELM, WASHINGTON --DF-P �F-Q-F Plid ICE WOt2K5 _ FIRE DEPARTMENT CONNECTION APPROVU� TRIG NO PVBLIC WORKS DIRECTOR DATE 6-4.4 DES. pWN, ma DATE IS JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -74 PER CITY MARK -UP GJM A JOB NUMBED TT fills � II Q - U O 2 W � Y � Q W O O U a) Ci a R O Ln S ITS U H WEIG Bl J Q l V J Y y0= �Om � O. Q OCO C` ail /� V r. v In �I O1 O p1D Y m Q r Q S �V 4 C cj O��I Cn LLJ coU) Z O -J IQ W DATE 4 -1U -14 WD1 1�8„SBASE �IEFT1 ,GT�' 7,346 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY T I FINISHED GRADE 6,, o.. a e \ J" -11TH y>, \i /l.\/ T \'!. , " x 10" OR 18" 3 - 6" 5 DR IN PVC PIPE n CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE E 5 EM RISER REQUIRED QU RED WHEN MAX 36" IS EXC EEDED LENGTH VAR( ES NOTE: " IrtGIV1.r1 tlVI IUM ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, - -GATE VALVE MHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN TO REQUIRED FOR N P VALVE EXTENDED ONE FOOT TOP OF VA E eox. BUTTERFLY VALVES. E LY ALV S. VALVE STEM EXTENSION LEGEND U VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON O 3/16" Thk X 5 1/5" DIA STEEL DEPT- OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD Q 2 °X2 "X 3/16" SQUARE STRUCTURAL �/ STEEL TUBING TO FIT OPERATING VALVE BOX NUT. _ LENGTH AS REQUIRED. APPR V .� F� DW0. I NOTE: Lv�� `-- ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECT-OR DATE 6 - 1 1 FILLET WELD ALL AROUND. DES. DWI. CKD. DATE Es JEG TP 4/2007 RESTORATION DEPTH (RACE TAPE 72' r0 IB" UNDER VARIES NIF FINAL GRADE. TRENCH BACKFILL � -' TRACER WEE (SEE GENERAL. SEE NOTE 1, 2. 3 (WATER NOTES NO. 7) c5 6" MIN DEODING MATERIAL SEE NOTE UNDISTURBED SOIL NOTES: 1, A MINIMUM COVER OF 3.5' SHALL DE MAINTAINED, EXCEPT AS REOUIRCD AT CONNECTION POINTS. 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HALF SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WELL COMPACT READILY COMPACT 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTFD OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHAT. IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVhV EQUAL NO SVDSTUTONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, FRENCH BACKFILL STALL MEET THE WEDGE STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPLIES, SANG, NO PUSU WS DIRECTOR pAiE 6-15 DES. DwIJ. CKD. OA HE Es JEG iP 4/2007 SIZE A g APPROVED MSTE3 -BQX LID - 1]30 DI READER LID 1 1/2° 13 1/4" 15' BOX - VICE 1730 X 12 BASE OR APPROVED EQUAL 2" 17 1/4" 15" z rc wl 3 METER BOX -- POLYETHYLENE LINE BALL VALVE -B 112 �. -L-A 17' -Z MALE ADAPTER -2" RESILENT BALL VALVE CURB STOP WEDGE GATE VALVE c,IECK VALVE - SERVICE SADDLE _ OF ROMAC 2025 OR 2% SLOPE TO BOX ENT -,I 4B" TO CER _ OE BOX CURB a CHECK VALVE 4 GAGE INSULATED n ° a BALL VALVE COPPER '; --A- TONING WIRE A o v METE`R WRAPPED 1 1 /2" - B11 -6661 RESP J 2" - Bf1 -]] PIPESEE AROUND TH E 2" - C86 GENERAL I 1/2'. 6 NOTES NO. K C B6 - ]] FORD PACK JOINT 12" 2 " - ])- CORPORATIO Si0 TYPE- B 1 eT\ PLASTIC LINE (USE 200 -BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) F, - -/ WITH PACK JOINT & FEMALE I.P. THREADS I I /2 " -2' MALE NIPP LE SERVICE SADDLE Cl T" ')F YELM, WASHINGTON 1. STTAINESS STEEL INSERTS REQUIRED FOR ALL DI, OF PUBLIC WORKS PACK JOINTS. - "' -- - 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1/2" TO 2 °f GASKET AND I.P. THREADS. METER 3. CITY STANDARD FOR COPPER SETTERS ARE: S E R VIC E 1/2" -FORD V / BH 76-15D13 OR EQUAL 0 2" - FORD YEN - EQUAL - - - - -- -- D 77 15 1 D70R APPROVE( DWG. N 0 4, ALL 1 1/2" 2 AND 2" SADDLES LEIS WI ----�T--�� 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILIENT WEDGE GATE VALVE AND RIO PUBLIC WORKS DIRECTOR GATE 6-3 HOUSING AND SDR -21 PVC PIPE HOUSING OIL S. OWN. CKO DATE Es EEC TP 4/2007 APPROVED OR II .� Ern Lo °O °° Po°r ��rryy�� ,ryTo4 xry- O- �J)°�Qy °W 6°oo ���roo4�o��x� (BELOW GROUND INSTALLATION) GRAVEL 12" MIN. NOTE ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL I.AY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK OPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLC)W PRCVENTER NO GALVANIZED PIPE BEFORE ASSEMBLY - THE ocvn MAY BE ImsTAUfO ABOVE DR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT,. OF PUBLIC WORKS DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONs. - THE BACK FLOW ASSEMBLY STALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL_... - A PLUMBING PERMIT IS REQUIRED. APPROw' DWG. NO _�- 6 -16 PUBLIC WORKS DIRECTOR GATE DES. DAN. CKD. DATE- - KR JEG TP 4/2007 e TOP VIEW d E XISiG � L RFSILI[Nf SEA iFO - GROUND TEST f.00KS 3° (4 REOb.) � 6" MEAT Z REOFFO VALVES ' H "MAX �( .) J" UNIONS i (2 AEO'0.) NO GALVANIZED PIPE O INLET MI N NLEi SIDE E - Of ASSEMBLY L LA 'TI P 5 C OR DEMENT SIDE VIEW METER BOX CONSTRUCTION BY:_ �.-- _ DATE: Director of Publ' Works APPROVAL EXPIRES: ii; � I `+ _ 3 4 8 5 4 PLAN s- Jr s' uIx 3 4 8 ? PLASTIC 4 OR T CONCRCTE BOX \\ r' ) r O r L I l 13 MIN l I 7 PLOW_ 6 Z I GRAVEL BASE TO BUILDING OR MATERIAL LIST: 12" THICK IRRIGATION SYSTEM 1, sfrevlcE LINE 2. 90' tlEN 0 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (I)S.H.S. APPROVED) CITY OF YELM, WASHINGTON T. RELIEF VALVE DEPT- OF PUBLIC WORKS 8. TESTS COCKS - - - - -- - - _ s. DRAIN To DAYLIGHT REDUCED PRESSURE 1 B.PLUCS IN TEST cocrcs BACKFLOW ASSEMBLY GENERAL Nors: FOR 2" OR SMALLER A. THOROUGHLY (LUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = APPROVE TI C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 1, DIED. N0. FOR FURTHER INFORMATION. PUBLIC WORKS DIREQOIt DATC 6 -1 7 U. 00 NOT INSTALL IN AREA SUBJECT i0 FLOODING. CKD. DATE----- KR JLG � IT 4 /200 7 Z -I /Z• rlflE DEPARTMENT PAI6E0 LEltEfl6 WILT LONXECiIaN 'AUTO SPRINKLER• SCHEDULE 40 - GALVANIZED STEEL 34• -fi0• te^ x 18" x A- N BUCK D - -RI-� " - SCrvfaJlC Te GAIV >NIIFD Si[EL WRAPPER OUR 17 t-_ 6 MIL P"111 CITY OF YELM, WASHINGTON --DF-P �F-Q-F Plid ICE WOt2K5 _ FIRE DEPARTMENT CONNECTION APPROVU� TRIG NO PVBLIC WORKS DIRECTOR DATE 6-4.4 DES. pWN, ma DATE IS JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -74 PER CITY MARK -UP GJM A JOB NUMBED TT fills � II Q - U O 2 W � Y � Q W O O U a) Ci a R O Ln S ITS U H WEIG Bl J Q l V J Y y0= �Om � O. Q OCO C` ail /� V r. v In �I O1 O p1D Y m Q r Q S �V 4 C cj O��I Cn LLJ coU) Z O -J IQ W DATE 4 -1U -14 WD1 1�8„SBASE �IEFT1 ,GT�' RESTORATION DEPTH (RACE TAPE 72' r0 IB" UNDER VARIES NIF FINAL GRADE. TRENCH BACKFILL � -' TRACER WEE (SEE GENERAL. SEE NOTE 1, 2. 3 (WATER NOTES NO. 7) c5 6" MIN DEODING MATERIAL SEE NOTE UNDISTURBED SOIL NOTES: 1, A MINIMUM COVER OF 3.5' SHALL DE MAINTAINED, EXCEPT AS REOUIRCD AT CONNECTION POINTS. 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HALF SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WELL COMPACT READILY COMPACT 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTFD OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHAT. IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVhV EQUAL NO SVDSTUTONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, FRENCH BACKFILL STALL MEET THE WEDGE STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPLIES, SANG, NO PUSU WS DIRECTOR pAiE 6-15 DES. DwIJ. CKD. OA HE Es JEG iP 4/2007 SIZE A g APPROVED MSTE3 -BQX LID - 1]30 DI READER LID 1 1/2° 13 1/4" 15' BOX - VICE 1730 X 12 BASE OR APPROVED EQUAL 2" 17 1/4" 15" z rc wl 3 METER BOX -- POLYETHYLENE LINE BALL VALVE -B 112 �. -L-A 17' -Z MALE ADAPTER -2" RESILENT BALL VALVE CURB STOP WEDGE GATE VALVE c,IECK VALVE - SERVICE SADDLE _ OF ROMAC 2025 OR 2% SLOPE TO BOX ENT -,I 4B" TO CER _ OE BOX CURB a CHECK VALVE 4 GAGE INSULATED n ° a BALL VALVE COPPER '; --A- TONING WIRE A o v METE`R WRAPPED 1 1 /2" - B11 -6661 RESP J 2" - Bf1 -]] PIPESEE AROUND TH E 2" - C86 GENERAL I 1/2'. 6 NOTES NO. K C B6 - ]] FORD PACK JOINT 12" 2 " - ])- CORPORATIO Si0 TYPE- B 1 eT\ PLASTIC LINE (USE 200 -BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) F, - -/ WITH PACK JOINT & FEMALE I.P. THREADS I I /2 " -2' MALE NIPP LE SERVICE SADDLE Cl T" ')F YELM, WASHINGTON 1. STTAINESS STEEL INSERTS REQUIRED FOR ALL DI, OF PUBLIC WORKS PACK JOINTS. - "' -- - 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1/2" TO 2 °f GASKET AND I.P. THREADS. METER 3. CITY STANDARD FOR COPPER SETTERS ARE: S E R VIC E 1/2" -FORD V / BH 76-15D13 OR EQUAL 0 2" - FORD YEN - EQUAL - - - - -- -- D 77 15 1 D70R APPROVE( DWG. N 0 4, ALL 1 1/2" 2 AND 2" SADDLES LEIS WI ----�T--�� 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILIENT WEDGE GATE VALVE AND RIO PUBLIC WORKS DIRECTOR GATE 6-3 HOUSING AND SDR -21 PVC PIPE HOUSING OIL S. OWN. CKO DATE Es EEC TP 4/2007 APPROVED OR II .� Ern Lo °O °° Po°r ��rryy�� ,ryTo4 xry- O- �J)°�Qy °W 6°oo ���roo4�o��x� (BELOW GROUND INSTALLATION) GRAVEL 12" MIN. NOTE ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL I.AY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK OPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLC)W PRCVENTER NO GALVANIZED PIPE BEFORE ASSEMBLY - THE ocvn MAY BE ImsTAUfO ABOVE DR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT,. OF PUBLIC WORKS DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONs. - THE BACK FLOW ASSEMBLY STALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL_... - A PLUMBING PERMIT IS REQUIRED. APPROw' DWG. NO _�- 6 -16 PUBLIC WORKS DIRECTOR GATE DES. DAN. CKD. DATE- - KR JEG TP 4/2007 e TOP VIEW d E XISiG � L RFSILI[Nf SEA iFO - GROUND TEST f.00KS 3° (4 REOb.) � 6" MEAT Z REOFFO VALVES ' H "MAX �( .) J" UNIONS i (2 AEO'0.) NO GALVANIZED PIPE O INLET MI N NLEi SIDE E - Of ASSEMBLY L LA 'TI P 5 C OR DEMENT SIDE VIEW METER BOX CONSTRUCTION BY:_ �.-- _ DATE: Director of Publ' Works APPROVAL EXPIRES: ii; � I `+ _ 3 4 8 5 4 PLAN s- Jr s' uIx 3 4 8 ? PLASTIC 4 OR T CONCRCTE BOX \\ r' ) r O r L I l 13 MIN l I 7 PLOW_ 6 Z I GRAVEL BASE TO BUILDING OR MATERIAL LIST: 12" THICK IRRIGATION SYSTEM 1, sfrevlcE LINE 2. 90' tlEN 0 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (I)S.H.S. APPROVED) CITY OF YELM, WASHINGTON T. RELIEF VALVE DEPT- OF PUBLIC WORKS 8. TESTS COCKS - - - - -- - - _ s. DRAIN To DAYLIGHT REDUCED PRESSURE 1 B.PLUCS IN TEST cocrcs BACKFLOW ASSEMBLY GENERAL Nors: FOR 2" OR SMALLER A. THOROUGHLY (LUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = APPROVE TI C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 1, DIED. N0. FOR FURTHER INFORMATION. PUBLIC WORKS DIREQOIt DATC 6 -1 7 U. 00 NOT INSTALL IN AREA SUBJECT i0 FLOODING. CKD. DATE----- KR JLG � IT 4 /200 7 Z -I /Z• rlflE DEPARTMENT PAI6E0 LEltEfl6 WILT LONXECiIaN 'AUTO SPRINKLER• SCHEDULE 40 - GALVANIZED STEEL 34• -fi0• te^ x 18" x A- N BUCK D - -RI-� " - SCrvfaJlC Te GAIV >NIIFD Si[EL WRAPPER OUR 17 t-_ 6 MIL P"111 CITY OF YELM, WASHINGTON --DF-P �F-Q-F Plid ICE WOt2K5 _ FIRE DEPARTMENT CONNECTION APPROVU� TRIG NO PVBLIC WORKS DIRECTOR DATE 6-4.4 DES. pWN, ma DATE IS JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -74 PER CITY MARK -UP GJM A JOB NUMBED TT fills � II Q - U O 2 W � Y � Q W O O U a) Ci a R O Ln S ITS U H WEIG Bl J Q l V J Y y0= �Om � O. Q OCO C` ail /� V r. v In �I O1 O p1D Y m Q r Q S �V 4 C cj O��I Cn LLJ coU) Z O -J IQ W DATE 4 -1U -14 WD1 1�8„SBASE �IEFT1 ,GT�' II .� Ern Lo °O °° Po°r ��rryy�� ,ryTo4 xry- O- �J)°�Qy °W 6°oo ���roo4�o��x� (BELOW GROUND INSTALLATION) GRAVEL 12" MIN. NOTE ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL I.AY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK OPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLC)W PRCVENTER NO GALVANIZED PIPE BEFORE ASSEMBLY - THE ocvn MAY BE ImsTAUfO ABOVE DR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT,. OF PUBLIC WORKS DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONs. - THE BACK FLOW ASSEMBLY STALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL_... - A PLUMBING PERMIT IS REQUIRED. APPROw' DWG. NO _�- 6 -16 PUBLIC WORKS DIRECTOR GATE DES. DAN. CKD. DATE- - KR JEG TP 4/2007 e TOP VIEW d E XISiG � L RFSILI[Nf SEA iFO - GROUND TEST f.00KS 3° (4 REOb.) � 6" MEAT Z REOFFO VALVES ' H "MAX �( .) J" UNIONS i (2 AEO'0.) NO GALVANIZED PIPE O INLET MI N NLEi SIDE E - Of ASSEMBLY L LA 'TI P 5 C OR DEMENT SIDE VIEW METER BOX CONSTRUCTION BY:_ �.-- _ DATE: Director of Publ' Works APPROVAL EXPIRES: ii; � I `+ _ 3 4 8 5 4 PLAN s- Jr s' uIx 3 4 8 ? PLASTIC 4 OR T CONCRCTE BOX \\ r' ) r O r L I l 13 MIN l I 7 PLOW_ 6 Z I GRAVEL BASE TO BUILDING OR MATERIAL LIST: 12" THICK IRRIGATION SYSTEM 1, sfrevlcE LINE 2. 90' tlEN 0 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (I)S.H.S. APPROVED) CITY OF YELM, WASHINGTON T. RELIEF VALVE DEPT- OF PUBLIC WORKS 8. TESTS COCKS - - - - -- - - _ s. DRAIN To DAYLIGHT REDUCED PRESSURE 1 B.PLUCS IN TEST cocrcs BACKFLOW ASSEMBLY GENERAL Nors: FOR 2" OR SMALLER A. THOROUGHLY (LUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = APPROVE TI C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 1, DIED. N0. FOR FURTHER INFORMATION. PUBLIC WORKS DIREQOIt DATC 6 -1 7 U. 00 NOT INSTALL IN AREA SUBJECT i0 FLOODING. CKD. DATE----- KR JLG � IT 4 /200 7 Z -I /Z• rlflE DEPARTMENT PAI6E0 LEltEfl6 WILT LONXECiIaN 'AUTO SPRINKLER• SCHEDULE 40 - GALVANIZED STEEL 34• -fi0• te^ x 18" x A- N BUCK D - -RI-� " - SCrvfaJlC Te GAIV >NIIFD Si[EL WRAPPER OUR 17 t-_ 6 MIL P"111 CITY OF YELM, WASHINGTON --DF-P �F-Q-F Plid ICE WOt2K5 _ FIRE DEPARTMENT CONNECTION APPROVU� TRIG NO PVBLIC WORKS DIRECTOR DATE 6-4.4 DES. pWN, ma DATE IS JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -74 PER CITY MARK -UP GJM A JOB NUMBED TT fills � II Q - U O 2 W � Y � Q W O O U a) Ci a R O Ln S ITS U H WEIG Bl J Q l V J Y y0= �Om � O. Q OCO C` ail /� V r. v In �I O1 O p1D Y m Q r Q S �V 4 C cj O��I Cn LLJ coU) Z O -J IQ W DATE 4 -1U -14 WD1 1�8„SBASE �IEFT1 ,GT�' REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -74 PER CITY MARK -UP GJM A JOB NUMBED TT fills � II Q - U O 2 W � Y � Q W O O U a) Ci a R O Ln S ITS U H WEIG Bl J Q l V J Y y0= �Om � O. Q OCO C` ail /� V r. v In �I O1 O p1D Y m Q r Q S �V 4 C cj O��I Cn LLJ coU) Z O -J IQ W DATE 4 -1U -14 WD1 1�8„SBASE �IEFT1 ,GT�' JOB NUMBED TT fills � II Q - U O 2 W � Y � Q W O O U a) Ci a R O Ln S ITS U H WEIG Bl J Q l V J Y y0= �Om � O. Q OCO C` ail /� V r. v In �I O1 O p1D Y m Q r Q S �V 4 C cj O��I Cn LLJ coU) Z O -J IQ W DATE 4 -1U -14 WD1 1�8„SBASE �IEFT1 ,GT�' C` ail /� V r. v In �I O1 O p1D Y m Q r Q S �V 4 C cj O��I Cn LLJ coU) Z O -J IQ W DATE 4 -1U -14 WD1 1�8„SBASE �IEFT1 ,GT�' TO BE PSE PER RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. /1CCL11TC III II_]P9/I ♦r- A irA rr 1-�fe • . 1 CONSTRUCTION NOTES Oi SAWCUT EXISTING ROAD PAVEMENT, REMOVE ASPHALT AS HATCHED AND HAUL OFF SITE TO APPROVED DISPOSAL SITE. CONSTRUCT NEW ROAD SECTION PER UTILITY PATCH DETAIL ON THIS SHEET & SHT I O CONSTRUCT TYPE IV CURB RAMP AS SHOWN AND PER DETAIL ON THIS SHEET. O CONSTRUCT TYPE I CEMENT CONCRETE APPROACH AS SHOWN AND PER DETAIL ON SHEET LOST. ® CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET I O CONSTRUCT 4' WIDE ASPHALT RAMP AT BOTH ENDS OF THE PROPOSED SIDEWALK TO BACK OF CURB. © CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. OCONTRACTOR TO INSTALL STANDARD CROSSWALK AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET I ® CONTRACTOR TO INSTALL C.B.U. AS SHOWN AND PER DETAIL ON SHEET RS2. AREA CURS RAMP WIDTH LMGWG TOMITo. isip. -SEE CART, J° s M'N a u To CURB RYP) E.F. A CURB MMP A 1 M 4 � 0'M IN Loni TO MATCH - 1 E__ LUNG PARR W or. -SEE CONTMLT%gNS LWUMG 2 PLAN wEw RADE.. LANDING ..I.E. 3 TYPE PERPENDICULAR A B EE FORTW.CT PUrys- CURB RAMP all CfHRMCT MNS- CEMENT CCNCNETE SIBEWAIX- A. riap BEE NOBS Ln 4'- Crisis 1Rc.cAMOOTH CEMENT OON.pt. SLOPE TREATRENT- SEE CONTRACT PLANS TRANSITION TO NBEWAL'( -SEE SURE sEE 9TMBANB PW1 Fd0.10 .11.1. SEELONTUCT^PUrvS- RwEeREAV W WUNT's sLOPE - %MA%. OrNITVPJ zdnMAx. L� M -PMIN. FURS pVPI RINI Am 5 JC NT 11) -SEE, S. _ U., CI RDA.. Mw PENN STAN PLW Fd0.10 LOINTM ITVPI - SEE W n a .ANB eLPX FalEm B PRESSEOCURBrwocuTTER- GRACE IF G IPAUE BPEAK s E STMB5RNEAR P F4012 BREM TRANSRICN To PI). marl ,IF SECTION O i.Oa TO BACK OF C red (IYP) - In ° :El: P' '1 "IL�� SEE CON MP%. CONTRACT PLANE ,w - %AX 'v -'II 100`A -- URO GUrieR°B- ANSCCNOlE4 LUNB. CR CURD MCGViIEfl- BE ECCUE WARNING SURFACE- oTEa SEE S ARR MO PLM FA5.10 D FACE OF LUNB FACE OF CURB C MEASGREU PARALLEL OEPRESSLDCURBANDe1R- SaoNOTE4 AREA CURS RAMP WIDTH LMGWG TOMITo. isip. -SEE CART, J° s M'N a u To CURB RYP) E.F. DATE caosswAl% - 1 E__ PER CITY MARK -UP GJM 2 PLAN wEw PLAIN vtEW 3 TYPE PERPENDICULAR A PER CITY MARK -UP TYPE PERPENDICULAR B DETECT BLE WARNIRGSURFACE- (ED. .11 IN, CON, E SNBMY PLAN FJ5.1° Ln 4'- Crisis 15'- n'MV(. GMBE UFFER SLOPE TREATRENT- SEE CONTRACT PLANS SEE NOTE) ED sEE 9TMBANB PW1 Fd0.10 F5 RwEeREAV W WUNT's sLOPE - %MA%. zdnMAx. L� IU RINI 5 • _ U., CI RDA.. LANCING CURB RNW, e W n a B PRESSEOCURBrwocuTTER- s E STMB5RNEAR P F4012 SECTION O SUFFIEF V FORS. N CURB ANGGUTTER NOTES 1. p"FAUEa Sepdate CUm Ramp for eacM1 maMed or unmarked crosswalk. Cur, Ramp IDCatlon shall be placptl wimin the wltlm of Bre associated crosswalk or as shown In me Contract Plans. v- WITHE" RAIDElTeUE ee aPcalks! n`'the emlre lENCEf therm, 1 dace planes shell de flush. S DD not place Cornngs, Junction BLixeS,ACCessCOVers,gramerappuae- Landing n Iront olthe Cur, Ramp br Dn anY pan orme CURB Ramp or 4 Fee the Contract Plans for the cuT� design speCBied. See Standard Pla 10.11 fer Cum, Curb ana Gutter Drishosead Cum and Gutter, antl Pedestrian Cur, details. S. SEC eeee Cmirrot Plalne for Width and�mem mofEW sidU. aelails. Placement Em, Sda The Bid Item'Cemenl C=EC, r, Ramp Type ' coos not include 6, the adlacaof Cum, Cur, utm,r, Oepmssee Cli3 and Gutler, Pedestrian Cur,, m Sidewalk. The Cum Ramp maximum mnning slope shall not Tepulre the amp lengm I, to exceed I5-ket to avoid cM1asin� ma slopeiMefmlelY when mnneding 6o steep 9atles. Rmen apVIVIIP this 15 -foot maximum length, me mnning lope of tit CUm Ramp shall i s fist as feasible. Cur, Ramp Landing, and Flares shall receive broom finish. See Y Standard SPacNmations III LEGEND SLOPE IN EITHER OINERTION FOWLER WICUReE CETECTABILWAeNINGSURFACE- EAAirci SEE STMpARD'.PLAN FAA EPPESSEO LUPC/WOWII[R- ._ ENDS 4 OBEFUT CONCRETE CLUE MocUTTER EENOTE4 CURB RADIUS DETAIL OD Can' ST CONCRETE CURB wes' ­Fmc PERPENDICULAR CURB RAMP SHEET, OF, SHEET ISOMETRIC VIEW ISOMETRIC VIEW TYPEPERPENOICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMB NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 6120113 LPRr IF­CTr1 01 O } v Ilya A iL: iP j1 T q� LONGMIRE ST. S.E. HoRIPL VIEW D NOTE]: 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL RE PLACED LONGITUDINAI I V CENTERED IN THE APPROACH. 2 FORM AND UBGRADE INSPEJION ARE REQUIRED BEFORE POURIN CONCRETE 3 REFER T6 SECTION 4B.140 YELM DEVELOPMENT GIi1DELINES. U�r I. Vr r'VDLiF VVVKKD CEMENT CONCREM APPROACH APPROVED DWG. Na PUNIC A'ORKS DIRECTOR DATE 4_9 9 S S -C I S -C 28.0' — E� -16.0 I10 ---5.0 EXISTING �(JPOST PROPOSED I TRAFFlC IANC p1,gNriER STRIP SIDPvVALK FX0LING GOAD ROW DEDICATION SECTION A•A PROPOSED N.T S. RMW I APPROVED FOR CONSTRUCTION BY: I -- I; 1, - DATE: %R I`+ Director ofPut(Iic Works APPROVAL EXPIRES: I I SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 56' R.O.W. g16' 7' 5' IRA VEL WAY NEW NEW PLANTER SIDEWALK PER CK -R23 2' PAVEMENT Ed PATCH n ¢C, )U W a 02 FT /Fr ,V 02 FT /FT o m OT 7T?7l'Tl'.,. H'qN UIFL'p r n T ` `i I FR 2' C. S. T.C. NEW CURB CUT FOR DRIVEWAY/ CURB RAMP PER THIS SH EET 8" C S.B.O. 4" ASPHALT OOPC TE STRUCTURE UNYIELDING SUB -BASE NATIVE SOILS A 959, COMP. LONGMIRE ST. S_ .E. PATCH DETAIL N.T.S. LEGEND FI, 4 PROPERTY LINE RfW-- I LINE — — - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE -F PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 --- PROPOSED CONTOUR EXISTING CONTOUR - ---- -- EXISTING EDGE OF PAVEMENT EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE if EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT r:. EXISTING WATER MAIN X000 PROPOSED TOP OF PAVING SPOT ELEVATION X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 7 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -74 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM Q, Ln w •••,S 3.MIp0 11♦ QI GOF H AS o ♦♦ UAL � 3 AS to =1 JOB 811 MBER r, 0 LT N 7 K nN 2 � U� Q� L� m _Iv I� w Z�Q CR 6 N I CcQ ticoG 1� r V N rn m Q� C ti O �F Z Q Z ZE j O ct Cl- � J O DA TE 4 -10 -14 DRAWING NO 8175RASE SHEET 22 OT ;� LET m Q, w s ED LJ F5 ED W L� IU 5 IF W n a r, 0 LT N 7 K nN 2 � U� Q� L� m _Iv I� w Z�Q CR 6 N I CcQ ticoG 1� r V N rn m Q� C ti O �F Z Q Z ZE j O ct Cl- � J O DA TE 4 -10 -14 DRAWING NO 8175RASE SHEET 22 OT ;� SHEET INDEX LA 1 OF 2 LANDSCAPING PLAN LD2 2 OF 2 LANDSCAPING DETAILS PROPERTY DESCRIPTION 24 -17 -1E 1A NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LANDSCAPING PLAN �e01_ .. 6' ROW DEO`I`CA HON - - . MQ ® .Ow i I U I I I I 6' SOLD BOARD FENCE S49.32 38'E 194.00' / - - X X. UTILITY CONFLICT NOTE, CALFTM THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. amt Y I � o LW -- r1b..— I PROPOSED APARTMENT 59' BUILDING "B" APPROX. F.F.= 344.00 J v HEIGHT 64' TOTAL NUMBER . . . . u Nw Y ,x . 4' -6' 1 112" CALIPER 8 RED MAPLE r b , 1 112" CALIPER 8 4APANESE HOLLY 1 QUART 60 ® 3' O/C LAVRUSHNUS 1 QUART 60 0 3' 0/C BERRY VALLEY � N I 30 ®2.5' 0/C E'ENNISETON FIREWORKS CONSTRUCTION NOTES 1 QUART 100 IRRIGATION U LINE (TYP.) a I �1 CONTRACTOR TO INSTALL STRAIGHT BENCH WITH BACK MODEL: SB- 4 -728K 9'28'54"W 59' - AS SHOWN AND PER DETAIL ON SHEET LDI. Y" 59. �. 2 Y. PROPOSED ' .' PER DETAIL ON SHEET LD1. APARTMENT 3 CONTRACTOR TO INSTALL PLANTER MODEL: SP -2A -24 AS SHOWN AND PER .._ -- .... . ' APPROX. DETAIL ON SHEET L01. . i y - }`• UTILITY CONFLICT NOTE, CALFTM THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. amt Y I � o LW -- r1b..— I PROPOSED APARTMENT 59' BUILDING "B" APPROX. F.F.= 344.00 J v HEIGHT 64' TOTAL NUMBER . . . . u Nw Y ,x . 4' -6' 1 112" CALIPER 8 RED MAPLE r b , 1 112" CALIPER 8 4APANESE HOLLY 1 QUART 60 ® 3' O/C LAVRUSHNUS 1 QUART 60 0 3' 0/C BERRY VALLEY DR. 1 1/2" CALIPER 30 ®2.5' 0/C E'ENNISETON FIREWORKS CONSTRUCTION NOTES 1 QUART 100 I a I �1 CONTRACTOR TO INSTALL STRAIGHT BENCH WITH BACK MODEL: SB- 4 -728K 9'28'54"W 59' - AS SHOWN AND PER DETAIL ON SHEET LDI. 59. �. 2 CONTRACTOR TO INSTALL PLANTER BENCH MODEL: PB -68 AS SHOWN AND PROPOSED ' .' PER DETAIL ON SHEET LD1. APARTMENT 3 CONTRACTOR TO INSTALL PLANTER MODEL: SP -2A -24 AS SHOWN AND PER .._ -- .... . ' APPROX. DETAIL ON SHEET L01. . i y - }`• F.F.= 346.50 .'. O CONTRACTOR TO INSTALL PLANTER MODEL: SP -2B -24 AS SHOWN AND PER .. .� . . . . " PARK-AREA _... ... .. ®. DETAIL ON SHEET LD1. CONTRACTOR TO INSTALL GEODOME CLIMBER AS SHOWN AND PER DETAIL ON ..... 10 PSE EASEMENT PER AFN 3882737 : . .. .. . -. �.� SHEET LED. jf X-IEXiE Xi(-X �. - - - © CONTRACTOR TO INSTALL TEETER TOTTER AS SHOWN AND PER DETAIL ON SHEET LDI. �] CONTRACTOR TO INSTALL SPLIT RAIL FENCE AS SHOWN AND PER DETAIL ON��� SHEET LD1. ' k CONTRACTOR TO INS i ILL PLAY CHIPS IN PLAYGROUND AREA AS SHOWN AND PER DETAIL ON SHEET LD1. 9O CONTRACTOR TO INSTALL SIGN AS SHOWN. /} UTILITY CONFLICT NOTE, CALFTM THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. amt Y I � o LW -- r1b..— I PROPOSED APARTMENT 59' BUILDING "B" APPROX. F.F.= 344.00 i J v HEIGHT 64' TOTAL NUMBER . . . . u Nw Y ,x . 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 4APANESE HOLLY i J v HEIGHT 64' TOTAL NUMBER F'AUL SCARLET u 1 112" CALIPER 8 - `SHORE PINE 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 4APANESE HOLLY 1 QUART 60 ® 3' O/C LAVRUSHNUS 1 QUART 60 0 3' 0/C F7HUJA OCODENTANLIS PYRAMIDAL 3' -5' 1 1/2" CALIPER 30 ®2.5' 0/C E'ENNISETON FIREWORKS 1 QUART 100 I a I 59' - 59. �. I - -- PROPOSED ' .' APARTMENT 3 BUILDING "A" .._ -- .... . ' APPROX. �- . i y - }`• F.F.= 346.50 .'. . . }X }X} .. .� . . . . " PARK-AREA _... ... .. ®. 64' ..... 10 PSE EASEMENT PER AFN 3882737 : . .. .. . -. �.� jf X-IEXiE Xi(-X X�R X.IiYiFY�G- - - - PLANT TABLE SPECIES HEIGHT SIZE TOTAL NUMBER F'AUL SCARLET 4' -6' 1 112" CALIPER 8 - `SHORE PINE 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 4APANESE HOLLY 1 QUART 60 ® 3' O/C LAVRUSHNUS 1 QUART 60 0 3' 0/C F7HUJA OCODENTANLIS PYRAMIDAL 3' -5' 1 1/2" CALIPER 30 ®2.5' 0/C E'ENNISETON FIREWORKS 1 QUART 100 OPEN SPACE AREA TABLE OPEN SPACE REQUIRED OPEN SPACE PROVIDED 4,966 sq. ft. 7,717 sq.ft. APPROVED FOR CONSTRUCTION BY: DATE: Directorof PU is Works APPROVAL EXPIRES `'l l,;i r SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES D�jfIp1:74.1:i.1ai:Ti y LANDSCAPE NOTE LANDSCAPING SHALL CONSIST OF SHRUB TREES OF THE THUG OCODENTAUS PYRAMIDAL VARIETY (Oft EQUAL) STAND 3 TO 5 FEET TALL WITH SPACING AT 2.5 FEET ON CENTER. TYPE I OR 11 LANDSCAPING GROUND COVER AS REQUIRED ON ADJACENT SITE BOUNDARIES SHALL CONTINUE AROUND THE ENCLOSURE. REVISION BLOCK LEGEND X SHORE PINE 0 PAUL'S SCARLET 0 RED MAPLE O THUG OCCIDENTALIS PYRAMIDAL X JAPANESE HOLLY. iE LARUSFINUS 5 -16 -14 RIVER ROCK ILI LAWN GRAVEL OFREEZE PROOF YARD HYDRANT LANDSCAPE NOTE LANDSCAPING SHALL CONSIST OF SHRUB TREES OF THE THUG OCODENTAUS PYRAMIDAL VARIETY (Oft EQUAL) STAND 3 TO 5 FEET TALL WITH SPACING AT 2.5 FEET ON CENTER. TYPE I OR 11 LANDSCAPING GROUND COVER AS REQUIRED ON ADJACENT SITE BOUNDARIES SHALL CONTINUE AROUND THE ENCLOSURE. REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP GJM LA '03 NUMBER 8115 0 N � II U Z o � o� Y � � U 0 0 0 Z o� U� W� m W� Zoo m �d2 CD 8 "t M n v m .w O cc) � m Q� Q C c U Q Z g� Q CL z t cl- C� n \l `�' / C) z Q J DATE 4 -10 -14 ,RA WING NO 8115BASE 4EET 1 OF-2- Western Red Cedar Split Rail Fence Post and Rail "American Style" 2 -Rails Total Height of post 5'4" ground level 10' or 8' Western Red Cedar Split Rails T 61, t to top of r4all to top Of All 27" in ground Not.: All an .arumaenls are apprd.amia. Property of Beacon Images - Cedar Split Rail Designs GLOBAL g lobalindustrial.com 2 -Rider Spring Sec Saw Call To Order: 1.888.978.7759 Fax #: 1.888.381.2868 AvallabtlRy Le, ally dips In 10 to t3 day Stock No:mCi Sib9] Pnce: 549].95 Encourage social Nternfior m your clay space with the Spring See Saw. The 2 Rider Spring See Saw features a pew dercoated blue framewnt red seats. 2C 'L x 13'1VVSafety Zone Fry_rinman[ meats or eacw is A.9 -M & CPSC standards for playground equipment goes ercoated steel frame, injection hat l plastic seats, steel evil spring. Blue Color Fi hid! LENGTH INCHES °h LENGTH FEET ] WIDTH INCHES 20 WIDTH FEET 2 DEPTH FEET HEIGHT INCHES 51 HEIIS HT FEET BRAND unraplaya CAPACITY 2Children COLOR FINISH Blue ASSEMBLY CONSTRUCTION Steel Frame ere mpcuen Mdaed rla9lc DESCRIPTION 2 Ribw Spring See Saw MANUFACTURER'S PART NUMBER M- 07 -00l!i5 MODEL RECOMMENDED AGE 2te5 TYPE Mellon PLAYCHIPSTM A product made up of mainly cedar pulp chips, ranging from 1 -1,14" to 1 -1/2" long by ;ar thick. U sel_i for paths, dog tuns, and around pl jygrourld equipment. They stsnj clean and offer good drainage, as well as provides a cushion for rough and tumble playground activities. PLA.YGHIPSTM are sued to meet the requirements of school districts. Application: Paths and dug runs 1 r' to 3" deep. In playgrounds and around playground equipment 4" to 6" deep. MEETS ASTM F1292 & F1487 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RI ER RUN APAF7TMENTS NE vo se vo SEC 24, iwiv17 rv, wvc i e, wrn GLOBAL g lobalindustrial.com G odome Climber Call To Order: 1.888.978.7759 Fax #: 1.888.381.2868 Availability: Usually saps,, 19 to 13 days Stock No TK3,FzS1, Price. $831.00 A classe climbing addition to any bayercund Conducted of 1 OD gcor,ited steel pipe with inch weer powder coaled connectors. 3'6 high by 7'S' d amenter. The Safety zone Is M diameter poll pment meets or fa woods ASTM & CPSC sea hill rds for playground equipment. 1" gaManized area pipe, powder coated steel connectors. MuluColored Color Bean LENGTH INCHES 90 LENGTH FEET 1. Ighlc ('00 II ". SB 4 -72BK Price: $423 WIDTH INCHES 90 WIDTH FEET Price: 5455 DEPTH FEET . Planter Bench Model: Iii HEIGHT INCHES a2 HEIGHT FEET • Wt,,IT: 1,585 lbs. BRAND ultapia's CAPACITY 20 anmren COLOR FINISH Mulo Cawed ASSEMBLY CONSTRUCTION Gelwlmzed skid, powder canted Steel Connectors DESCRIPTION Gememe cumber MANUFACTURER'S PART NUMBER PldonN MODEL RECOMMENDED AGE 51.12 TYPE Gsul & Ciawlkry �ticuwl irL. V, APPROVED V,OR CONSTRUCTION BY: DATE Director of } ybho ore¢ APPROVAL EXPIRES: L Crutirnp, pl 1s3 mb1c, Iceets c nollLed n9 ",earni erte, f, "flu, r It 1. you, 1 r. -I Ia i ore r) mmclfell bin .. rnamental Concrete Street Planters - Small to Medium Concrete Street Planters - Large At Omamental Stone, we offer several different sizes and styles of concrete benches for you to select from r Straight Bench with Back Model: SB -4 -72BK 72"L z 23 W It 3211 DATE 1. Ighlc ('00 II ". SB 4 -72BK Price: $423 BY SB- 4- 72BKC(w/ Tho ral conar-LC backrest) '1. Price: 5455 dk4,k'gs" . Planter Bench Model: Iii 3 -19 -14 o8 "1) x 30 "II GJM • Wt,,IT: 1,585 lbs. 5 -16 -14 - on", Sn,`q AG I u I ✓ aF1LV u I Ac IIL UTN� I slP IL RtATId1Ab R dRlls I Nr rr: =•aeon r RMACFwrN1 rm IL I 111,1 .IS 1 L 11 1 a JmL "fee: 800- 446-424T < For, 3t3G -275 -0862 .40 ornamental STONF_ / e xe mm s •,1 FR.e•L we iA, r d W, Eoti1Fl IT it,a nt 2016, Owe lac, NI !lights Rvxiva4 RENSION BLOCK 0 DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM rN0. 3 5 -16 -14 PER CITY MARK —UP GJM o LD1 II 8115 II � N >_ a K o� U� W� m i� Z � � � O m U Q O tn� ti r0 C9 t] O U_ V F Q � � N m 0 26 Q C C U Q Z .y b CIO J IQ W Q) z Cl- /U^ v J °z Q J DATE 4 -10 -14 RA WING NO. 8715BASE iEET 2 GE Z 0 N Z U o W O � U v) Q w w IY 2 Cl Ll U � N >_ a K o� U� W� m i� Z � � � O m U Q O tn� ti r0 C9 t] O U_ V F Q � � N m 0 26 Q C C U Q Z .y b CIO J IQ W Q) z Cl- /U^ v J °z Q J DATE 4 -10 -14 RA WING NO. 8715BASE iEET 2 GE Z VICINITY MAP SHEET INDEX �q /VE/9 HUN APARTMENTS APPROVED FOR CONSTRUCTION 014 NUMBER LP 1 OF 2 LIGHTING PLAN 1 8115 LP2 2 OF 2 LIGHTING DETAILS ��e II — 1 — - ���� Direc[orofPublic Works - NE 114, BE 114, SEC 24, TWN.17 IN, RNG. 1 E, W.M. LIGHTING PLAN EXP OVAL _ o w Ell j � Y ti Q W SCALE: 2 ='1 MILE o o v PROPERTY DESCRIPTION 0 24 -17 —IE 1A NE SE COM NW CDR SOLBERG 3 SCALE: 1 " =20' z a PARCEL NUMBER - o 0 20 40 0 6' ROW DEDICATION 2 rC 21724410200 - - -- - U o7 S49.32'38'E 194.00' - i0 _ VERTICAL DATUM m°' - - -- - -- --- ----- -- 10 SIDE YARD TH RSTON COUNTY _____gqg___ U OU NGVD 29 SITE ADDRESS I QI �� ', w eM:1252 C) On ^ y Q"� CASED CONCRETE MONUMENT WITH BRASS �" 304 M, WA HI GT S.E. , " ,� ' , i CAP ®INTERSECTION OF YELM AVE, & TAHOMA BLVD. �' Q YELM, wasHwcroN .� p Nom-_ l ELEV 347.21 z N -------- CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES SITE DATA WALL ARE. MOUNTED ° 4i LUMINARE. Lo — ACREAGE: 1.14 AC. 64 .r ZONING: R 14 v POWER: PUGET SOUND ENERGY .� O. .. 342 I - Vi TELEPHONE: FAIRPOINT ati " ^i 1n 15' _. — — — — - I PROPOSED i GAS: PUGET SOUND ENERGY , ' - :.i YA NT �— '. -. APARTMENT -'3R Q M( SET B CK - - - -- - - - -� 59' BUILDING "B" 59 N SEWER: CITY OF YELM� '1 — APPROX. F F -344 00 WATER: CITY OF YELM ' i p �.�_ - - 344 - 7 CAN COMCAST YA - - -- 3 � zt ..344 -rn r � LEGEND ( - — W 1h PROPERTY LINE - -- POLE MOUNTED — w R7W LINE O � NTE 64' ' +�} LUMINARE z a U I — — — — — $ PARK AREA I i, — — — — EASEMENT LINE Q L h �s3` Y s z< T, ADDITIONAL 10' UTILITIES >. z PROPOSED OWPC 70M 120v s /�TTZ z ?Y. . i )Tv PROPOSED F250 ML 240v PROPOSED A21L 150M 240v Y 3 }�A z PROPOSED SIDEWALK i ______________ PROPOSED SHOULDER 456 PROPOSED CONTOUR BERRY,' VALLEY 64' EXISTING CONTOUR -- -- - --. �� EXISTING EDGE OF PAVEMENT N. 492854"W, --------- EXISTING STORM MANHOLE _ .. ' 346 ) f -' - 31--------------- _ — _ D D EXISTING STORM MAIN - -- 59' EXISTING SANITARY SEWER MANHOLE - -_ - - - -- PROPOSED EXISTING SANITARY SEWER MAIN _ 3+� � ss' APARTMENT ❑ EXISTING CATCH BASIN =a BUILDING "A" APPRO ; ; EXISTING POWER POLE •_. F.F.= 346.50 ; iA EXISTING WATER GA T E V AL VE 3 48 I O 10 i EXISTING FIRE HYDRANT ' ' 3 EXISTING WATER MAIN - - --- --- 48 Bi f .,.^,;. \ 10 PSP EASEMENT PER AFN 4982737 ' _________ _____348________ _____ 4 ', S49 3 x V MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. `` ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE II SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. UTILRY CONFLICT NOTE, CAU770N- THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF 714E EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRAC7 7OR / DEVELOPER NOTE: THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE_ ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS; OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS &NNIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 58.24.040 (8) AND WAG 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY; A CONTROLLING POINT FOR A PLAT,, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. REWSION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -('° GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP GJM wa DA FE 4 -10 -14 )RA WING NO. 8115BASE BEET _L OF _ A21 imminares A21 D RI WER RUN APARTMENTS NE 1/4, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. SPECIFICATIONS Y ODES I ION A2.1 Luminaires the styled lumtrale hallconsst of in decorators, Un- . spop, with an 1 , al h.1ddhLdgH.,I t sng and .a uni In .. ed 9L be DIMENSION F!,Tdra d O h 5hO >�E _ M be a6 dOnsio,al On p 9,. 21. Aor E All K ARIA AAInR gTra, sand MATM RIA Ihel b Fall I ' g d g,obe ho,tlar shall be s esvy wall, popper I im„ ins, pi f[e0. COST OIURIIr 1 pradai irOm COIF A21 Pmt ARl W M1 121 C pRl M T All L A$1 N A$1 6 A]I An Had AS1M 3h6, l goi per ASTM B- 179 -95A -_,. -- ASTM H269G formed True M, The patter, - - - ihcompleteal I. Globe material shall ORT 10-0.,(MorGRS) be ale :exlur ©d a,Mlc(dla,dard) wm ONAI pQ la Melon clean' 1 d be arbonote or site tax OP, [j FpP fne op i. oNlnnalmn TarOpOlyL'latur alea50pluh5. Internal }\ Nrt �� �� mr lOi aGTO S51a be LW SCOte ga55 (U ene,l "shall on FoIISYDd cildruirgati O n.nal Anal sh Il be .,It sluminum, netall pis spun aluminum and decors- Hades,". om4OmTT o-mcvronRl 'r° wgeortkarun map Xxhpa I've band,,, is brscs. All hardware stall _ - _ -_ co,r Ashcgo- mMnpla. be "}rimless steel All exterornardwale - -- - r--- - demmev epwnnHg- Tnem69ue. shall be tamper neaielanf. LU'AINAIRE -TALE 1� � ITT D. mbn OampomMgFndory Frewnor, HATS E,f 1�5. 1 6' WW Gass planEYYn Ecbsed mEVtrai INSTAELATION O B X �_ E Gbbe 11 .t l on n30. D 3- gv.D 'Sono. 1111 enst, 11 Li six 114" din garde Hdez n H ?H OD. rIn,. The A. lis d---( OnM IWroloele'tpco4Ndids"'e(PF6l OCNe SBT 9aTOW5 _ u/j _ (L I Th H Seri Ilrglnalre base ,� h b t �' a^ "' c nu wm wnut�aase (Pw gl b h Alt nil Was I na ra by e• _ 6 Lour .t d k,,l h,,,rn 1, uS the T K A R p 1/4'AwrceaT h)I r - ba 141 1: Ck by 1 O bb d'(10 40-0. 6'C30. 9SY1.2 - (1) 1/4' IDck l .1 adrall funni wttna quit k all .I lu[ _ Tndn-u(fo)a Ll.t IL.1 (H lla_ l�F3 on_Jni n _ Th b II Mplul IILa.e ov,aP,Epon �' IN• - - enn{j a thumb Ma rev, 95 5 lnsionm.WnIn EeN _ ', ro N - P �- W Y- C L M Casr AEmEUn soar. FINISH 050.0. asap. 6n.D. Ho.D. _ _ 'CyMm TwbHOC4 HOWwnlm (PET) F w.pe.re Htlpns and color options A hM =e tma F Ib . -C1 All,. �' 'NfinmliwkHUmM Here l35 ld 6' 13' Id 6' 9bN code 1. EIGEdRfn RCE �- O1. Nmon m_ACktlI mss) Umnares IndIb. rurnin'syl WBh an H. LD, I 6 "OAL �9b'O.P db D.B dODAU ballostphdsocketessemb'e Luminoae marwnrnrmOrxmnH shall be UL skies, and lsbeled m sellable INe ae ormne nor..nowr s'sFLr "•tenor Fr v,F .�prv. I da yrry °^x`csex".°' °AU..rn..rs n-y for wet locptlons. 3ocke6 WIa11t» glazed - -- - -- I - - -- - h 'n. gul or repulluen base am a ORC)ERING INIFORMAHON pp ally EI RSI plates T w hell and r„nym m e Ez N ARIA )SH MED ACT GRS I RO ANBK PEBI 1' 1 Ct Ballast shall be core and �I oLaghura fact . egalafnp paid _ I ord �les wan g ED" msMDUnon� [ Elnlm� opnDDS '] CERTIFICATION Upon request m n finaturer Thant Cosily All AU 15H MED a I 208 ANBK FPF F o P f 36.1 p ,ht allay. LipOn adquesY, A$1 B' )OOH MED m ( wa, ?p � P 1 1 Y II supply UI ryl[:p and ARI C 175H MED LIERS v D] ANVG HS in IT 'nrsrma}bn. All D 60M MED m - U7 ANPP al MET mr nwn g A2 E JOM MED on l Mel - 4 - PER A21 K 103M MED m ANTIQUE AR, L I M MED AC a g A21 M 176M MED MT PEI All N 355 MED °� m Miff PE3 dpdA­i,,,kahlhl,rnI,sJs1V street LC7mti5 A31 R ]M AGE ED ED ITV Pma PE .rim 10� MED 1 cry SF Ie %v 'Al1AW IL Ire L fa Mr InN..w Al I 5 Is05 MED .m W J wrmwar °rva-+ DF don's Ins, hills) 911BMJru C+Ih" I'll All W 62TRT Ox X mwn c uvmem y Old N9lOUL Street 1 amp fA NM ISU IP L/THON /A L /GHT /NG`' J� rr y d.,O'• I {l t. I 1'��1 ` FEATURES & SPECIFICATIONS D R WA .'adds, INNEENNUSE is, IDU I g v IaW W 11mMUg JII ! omAO[ F MUOalanAmm rwlalp'lullmr IM box, 1 fOX51AUEnOM MAX CC: 2, 725.0 ATIK)RRONTAL]25°, YfltLCA, 77.5° g� IMaN° E mAOg A pMywMUau eW°r. ROAPAAY CLASS'. MEDIUM, NPE 11 EFFICIIIICV. 79% Pdar Cadela DLrtrLBuUon Iwfootcandle Plat OpxrzM9 yn+ '. 351I 3%1m35 "g9SR 2 1 0 1 2 3 a NYtd00l G¢UMYI PYaPtlp IDWyWeenmvlbahtlinno .) lanro@ ding 2Ml m. QOa OPh Go OWPC 6I 5\\ godaA p' JutlNlnnnon. lall m R f IT Wail FNOANAI <..�si'F IOW METAL Forms onMhla .MWMZpMrtunpylA Y - EU PAUSALIUE WALL PAIR CUBE Not :uA GEpAdrlAUmm t...1s 1-yoArrlemNenevlas 3 IXShL ' �� us! n'znnetllo vnllmounpNrve6hH dmlmy. -Wore wu heaalav lS'hebwanyovnM1mgngryn ■ -MoH v IT O�A Tons gai ■2ah 161fY Noomg. mfi9 Nf n hlg,EhnUyove as anNrA1'ou1lN Weorrorsurlerrwr o1 tmY 4 ■sh A01 k: 1116DY°MUCtl tlirzemn - J {{I raErJ mtl )enir. mdz Of mound perf%(201[) -- Max Cd USIIN6 UL nemLAU a 18 .e X amnia mrhsu alArinr uerlmrmna 11 1 PRIPPIT, 'yarning yl Itl.lmp4 }IMr iaw Nayl:¢l /112tL F go w.311. gwAOU none qA &1){(1311 WNR 3 i3114H991 >A WagAl'761h51116Y1 NlhOneolwSwaP3M1OImiMn� miNUmAeM¢miet � mu Eggorni: 0WPC70M120LP00R OWyL NM ISU IP ppN J� rr y d.,O'• I {l t. I 1'��1 ` CI RlS ATTHIENMR URESODIUM,MnA LMRWWN D R WA .'adds, AMP all IMIT 1L AMP, RATED LIXIEN511gF¢. 16000 is, IDU I g v IaW W LmPsiond box, 1 On"ILLGaRI, DECORATIVE"Of TOP bull 9eWEST OWyO NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. WlazOU A211WSCL3 NO. 'cradgi 211505 GR3 CREPgYi 'IATALOG: ,211505 CA13 ` �` >_ Mcui(VBraigds. II TESTA, 151101$ ISSUC SALE 1131200E �I I (WY U CATALOG 1211505 CA3 V PAILITIRE : ACORNUMIMGIREWRHT VPEIIIGIA550.EFRACIOR. t_ TAMP: I {l t. I 1'��1 ` CI RlS ATTHIENMR URESODIUM,MnA LMRWWN D POSRION. PER CITY MARK -UP AMP all IMIT 1L AMP, RATED LIXIEN511gF¢. 16000 C mJ 1 INPU VIAtTAGC'. ISO Z WMMUIISOPENINC.WRnC CYUr R(DM:14.M',H:21'I T @IAWF 3R (En =1) On"ILLGaRI, DECORATIVE"Of TOP MAX CC: 2, 725.0 ATIK)RRONTAL]25°, YfltLCA, 77.5° g� cur0. ETAS: NOPOTIGFF ROAPAAY CLASS'. MEDIUM, NPE 11 EFFICIIIICV. 79% Pdar Cadela DLrtrLBuUon Iwfootcandle Plat 2800 sons' Des IM° Pal Tors. A 1 2 1 0 1 2 3 a 2333 Ib+ A) QOa Class 1 Go 6I 5\\ rn, 0 9N° ' lall m .1 00° IT Im 0 So I.B6I 2 9 Me 3 m wk ro m° la, 10 m ■. 725 °M 4 ■ -MoH v IT ■.Mon H ■2ah f ■50 fc ■ a y .& ■sh A01 k: 1116DY°MUCtl p #a'ce vn mdz Of mound perf%(201[) -- Max Cd VISUAL FHOIDMETRIC TOOL 1.2.46 NPYAIGSIT 2014, ACLRY 900NDS LIGHTING RFPORTEDhas EA CAILUTAT FD FROM MANOFACNRER's DATA HIt, HASBO ON IE! L'JA111017 ddJi L Franc MfTWC TD01. M1lip: /Mwxv seal-: �OgryloySlNMmletrici /IewldctaulLasP*'Iid =T2]Jd PAGE IOF4 114 Y2a2014 0n1DDOR PfEDFONEFRIC REPORF CATALOG A21150S GR3 ITS Graph N LI A"go° ITIA RA fiN To 90° 64d on 4% NH Id BW 14601 BM sounds Tig OJL% A21 15H5 GR3 114, cuityBrands. uH Rotor- . i ki 9atk Egllt 1163Im ° In�1M R % 5[ale -Max LCS G. :I Trgged [I 3961,SHH 21% E°EAFL 17 orCIALPHOTOMFTRIC TOOL M1llp' JM+ w. YSUel36cttMmISIONgareVlcucxelMfaJr .aspFllR t94A 61L 90 -IW' 113E Im - FNIB BZId An S.M6 R1 6U80° E., ,An FM Of . 1040.3 Nn Forviod MgllL PAGE 3 OF $'4 APPROVED. FOR CONSTRUCTION BY 9 ,i, G , • .x; 4 � DATE: DirectcrD ,c WDl rks �. APPROVAL EXPIRES: `' i` /A LInvamm L/Gh/T/vi FEATURES & SPECIFICATIONS INNNULDWE H er qA Sighmmaral or Internal signs due hangsid 41 and, . mnswufnoN A=,a h M1 g Nr mavmu M1 J" " ' .0 A mmorn tloo I n oar h n qA m ganhwhill -isga m6ye.X gh IDOgA p 9%y AS run M sdallIs'.1 uM1. don-di'llinloonstalthrollanill mP:n n e arR nom. ELERRIAL IIfbv Iryry l r 1I Ill N 100 MIT Goal Ann vuM1 p n N 1 ep p A 0 A q EWAy nballavrarevN9M1 R AfI6A p ". 15NV J WM Nmnl M.. UAIN6 uu mM,mmre.mca e6 oyAOnrl R:ahmwomu a. WAAMNIr ngro_ ad by Mrc. LF'gN Ni ryppa mT Ma oltlelnnn nm p r OPUEAIXfiINFNNA1AlI0N TO, «mn ERmnnarseen Flood Lighting TO 15OW High Pi Sdum 70L,WgV Metal HAHdy Asa ls6 I pl 1651 '3 L, F (%1 330 ���I.L �ss ���YYYY I +•I [ nolsyww MMMXnM1 unn. nsmm Arm mxe' FIIwOy Neeu6 F705L NO. DA 7E g Ho 1. 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 11.1 she N D 5 -16 -14 PER CITY MARK -UP Gil C mJ 1 0 U Q Z h) g� o drill. lall m 11 IT - 9 .01 d- . _ -19 In 21 11 1 qv l,lr CONIDATOR SRET, innig4 I LJEdL',,Il N -b IH REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5 -16 -14 PER CITY MARK -UP Gil C mJ 1 0 U Q Z h) g� o LP2 11 8115 II 0 it z F O � S U W O O Z W C� L() UO3 W Lb gr w Z � O m U } I i (V O � Co�.w■ O so V n O Q � N) N m o ' `V Q z C mJ 1 0 U Q Z h) g� o J Q V J DATE 4 -10 -14 DRAWING NO 8715BASE 4EFT2 OF-2_ SHFET INDEX LP 1 OF 2 LIGHTING PLAN LP2 2 OF 2 LIGHTING DETAILS PROPERTY DESCRIPTION 24 -17 -1E 1A NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA hM i t L Y 1 ' ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. LIGHTING PLAN i r' NOTE: hM i t L Y 1 ' •` --R,qm — BEFORE YOU 6` ROW DEDICATION IY '7171 "'1 i — ADDITIONAL 10' UTILITIES EASEMENT ° PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240, i IYYI r' a...` r1,1�._� �����. 1;I p _, 11A v PROPOSED SHOULDER S49'3238'E 194.00•' ti' ^' -'- - - -- - EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - - BARRY= VALL,Y ©R: EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE �� ❑ EXISTING CATCH BASIN EXISTING POWER POLE I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT W EXISTING WATER MAIN �'� ,N49'2854 �' r'I / L 346 Li F 0 r -' - /,✓ t,'� 3. MOUNTED - ...__- .�LUMINARE -_ - i r' UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR O SHALL BE FULLY RESPONSIBLE FOR VERIFYING TI E LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING 0 E HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®/- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID U71LI77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. 70 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. II NOTE: CALL 1- 800 - 424 -5555 •` --R,qm — BEFORE YOU DIG. IY '7171 "'1 i — ADDITIONAL 10' UTILITIES EASEMENT ° PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240, i IYYI r' a...` r1,1�._� �����. 1;I p _, 11A v PROPOSED SHOULDER - - -456 -- PROPOSED CONTOUR -- - EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - - BARRY= VALL,Y ©R: EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT W EXISTING WATER MAIN �'� ,N49'2854 �' r'I L 346 4 e , UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR O SHALL BE FULLY RESPONSIBLE FOR VERIFYING TI E LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING 0 E HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®/- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID U71LI77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. 70 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. II NOTE: CALL 1- 800 - 424 -5555 •` --R,qm — BEFORE YOU DIG. IY '7171 "'1 i — ADDITIONAL 10' UTILITIES EASEMENT ° PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240, i IYYI r' a...` r1,1�._� �����. 1;I p _, 11A v PROPOSED SHOULDER CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL F'E T 0 MATERIAL TESTING COMPACTION L TESTING AND APP I(^ ABLE LE IN INSP ECTIONS AS REQUIRED IV 0 BY CITY OF YELM AND PRIVATE ATE IINEER. THE SUPPLY CONTRACTOR SHALL S PLY CERTIFYING ENGIN EE z WITH PROFESSIONAL SOILS DOCUMENTATION SIGNED BY A AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION 'WAS BUILT ACCORDING THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, R AND ALL WAS AIHIEVED E ALL TRENCHES AND ROAD SECTION, AND ALL CONESE PLAN MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. I I FRONT YA SET B CK � r I -I I I I I 348 _ PROPOSED APARTMENT 59 BUILDING "B" APPROX. F F. -344. DO 344 o �, r POLE MOUNTED '�� w 64" LUMINARE G 59' PARK AR €A -------- _ ----------- _____---a 64' PROPOSED -- APARTMENT BUILDING "A" APPROX. F.F.= 346.50 64 348 ° - - 70`PSE EASEMENT PER AFN- 3982737 MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 58.24040 DESTROYING 8 AND O O C 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY; A CONTROLLING POINT FOR A PLAT,, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. APPROVED FOR CONSTRUCTION Direct Public Woks APPROVAL EXPIRES:_ _ `?� �l 41 SCALE: i "=20" 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES REVISION BLOCK LEGEND DATE PROPERTY LINE •` --R,qm — -PAv R/W LINE — — - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT ° PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240, PER CITY MARK -UP PROPOSED A21L 150M 240V PROPOSED SIDEWALK PROPOSED SHOULDER - - -456 -- PROPOSED CONTOUR -- - EXISTING CONTOUR EXISTING EDGE OF PAVEMENT - - OD EXISTING STORM MANHOLE D - -D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT ,. e EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 P - PER CITY MARK-UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- 6 -14 PER CITY MARK -UP GJM JOE, NUMBER 8715 U II Z h n ti z j o w � Q L, w i 0 o c, n Nl C W Q Q, iy m CrOn Cr U � Q zN o6Z n C0 V VW`/ 1 V V � N '(8 V/ M V Q� C ` O U ti Z 0 c'y� � � ( v z Q J CL V z V t J B 3 4� I R Q'. U. a F � N z u T. 1j11�� ���' DRAWING NU. SCANNED MAY 1 3 2014 LP 8115BASF 1EET _L OF? .3 21 vcErninaires A21 D SPECIFICATIONS DESCRIPTION the acorn styled lOminalro shall .....51st are do.tr alive Gon n.o. base with an III g Ol globe hold /b 1101 her lag and an morn .stooped globe, QIMENSI N PnIL ti Iensans D,11 be us deta0ed on book Logo, . MATERIA"S Th base, b ll 11 ' g end globe hOldor shall be heavy well, copper fee C.It alumium, prodace(1 from abil, Led ASIDE 356,1 Ingot Per ASTM B-1 ]9 -95A or Able B2695. loaned role to the paRem with Complete detau. Globe material shall bodes tedurod CLSdb atandord)vattl SAF., kamod P.Locarbonat or white Se, tured F Oiy -a bona. - us of tIons. Internal efarbeii,hal be bolo Lleate glass and ofied.nDholl be 1o111, d I Inum. Opt Iflri r'hallb oo,t dunlnum, metal top's spun aImelrum and deoolc- live bantling G brass. All In. aware shall Le stolnless steel. All Wodor hardware 11G.11 be t per GaIetcnt. IN•jjALLATI.QN T lu Ina - In rilI hirrint on n3 O. D. x 3' tenon wilh 1 /4' 1 1f ( sot e,ew5, (LU 1 with a H al , base shall n unt an a 125 O.D. ih, ) The globe mail he no, red to it,, lominalm by 11,1 /A 1 R ts6Ica s.lhe h II t I r, k I el shall be N nl,h.d ah a cr,k dGaunnoct pl g Tout or, am rblin, bell I clate. The IAI Ipl-fe hall ber,ovoci byIl en ng a thumb screw FLUNIM 1 or f sh spocrocarionl, and Color options ero FftflWG,,fiaG omige,_ Ur. SQURCE Luminaires shall be furnished with on H.LD. buRnii and socket..Dmbb- Lominaire shall be UL Ij be and labeled as soi le far We10Ca110n5. $O^_kef6 Shall be gryad porcd n. mogul or rnedlom base, with a ,upper all y nickel aket.d spew net and archer contact . Ballast shall be core and C high power factor regubt'ng type. SENTIFICATION noun quost, manumdurer Shall coolly M Of 356.1 rigor allay. Upon request, teethe, linot Supply UL file# and iii g Promote. ANTIQUE Street Lamps Allb r2a7(,L 1.1%X1.5 PgDIT9 ➢84 d.Rn (519)'07 -S6D a ®� NO. .1 Seel v'll rl.0 Are 611 AA lyr d 0 "111- omM1 ngnmAa L /r.Alam L1G11T/iva, I e F ef O : k'Y bs1M yFly^v N g4 o daN6 °udrlmretlL w,fau WnnyxaanY°f iJ NN. re 1r W tl n 3f {.P eM atl- nb p. FEATURES & SPECIFICATIONS IIAIN6 OOB HI.", PgHMM ASE 3 WONAL, TALI -1 , Y PN 1 e Pl %,411111[2r 1 Amide grad o lumn0smn 0r mod... ram in rrnroal andwmmenM agFmlau Mw Al vferfi u[m.n eanR' <bm n°n e. Wd6 A- 11411E - -__m_ - - -- (MINDW MN TL IR Vn ol: 38 NNE =1) hak bi hI.119mnnum s. on, wMepnw,ztlrP,I iii leOr Rk. CA IEGORY', DECOMTESE POST TOP s Mwnftybadwaelm sours; nis.sturc- To "I Or''ISS: NONCUPOFE 151 ESTp)TIfo3P(19SiL "ADWPVCU55. MEDIUM, ttPE 1V OW... Iiene(al PUl se Op amnitp 1°J 0-i,ur, bm1Nelamp f dakil. J Pall cmdela WblbuFOD Iaufint(andle Plat 1am0wpuL.2w(I 1 0 1 2 3 9 O W PC .,ro 1 Myn 1.96) 4� Forward Light ansv Imp dWO M'S � C7 Hi..W FNnAIa; 5% 70W MkiPI HALIDE aMl fpl WMp 0 �Oh `} 7y..- WALLPACHNEf NoOUP hI[I wldmmnyn trwmMerin oednrtt F 'I° ��' IXSTALLA0 Xn' NO. .1 Seel v'll rl.0 Are 611 AA lyr d 0 "111- omM1 ngnmAa 0 XS I e F ef O : k'Y bs1M yFly^v N g4 o daN6 °udrlmretlL w,fau WnnyxaanY°f iJ ( p tl Jed re 1r W tl n 3f {.P eM atl- nb p. ' I ball IIAIN6 OOB HI.", it ui Ntee 0 r 4 Iry,arr 4 Su,tFGweom IieO 3 WONAL, TALI -1 , Y PN 1 e Pl %,411111[2r 1 PER CITY MARK -UP Mw Al vferfi u[m.n eanR' <bm n°n e. Wd6 A- 11411E - -__m_ - - -- OPDMIN6INWPMARON I A Oeplhl it /160491 - � s➢ Wi9Ai 16th[ Dldly) I 41 d1nnaiwa 1.r-L. 11me1-1 mYn Wienu norj Example: OWPOOM 120LPXOR OWF[ fiM 2VL' t°D 8fbrvd: IGb iFa i' al 13II!01.�^yG' uluar"W70[ CII RIVER RUN APARTMENTS NE 114, SE 1/4, SEC.24, TWN.17 N., RNG. 1 E., W.M. mix A21 E A . vV 11 il , rs OPTIQNAL TOPS wwl Q owls r4a 101 FPF liven IA lop FAB ALL �fk)b RCM1OCfor(6ea or 655) t. , ft. G U &gMrefre feCOr (1115) hbpUOf ACtllm I#te FJCkef - __ `turf Nfmrum sobs! POb -- 6ommeaeygmnnvw ..mumps. nw] LU ENIAIRE Ic H.In AObneompomrXa (raemn naw3ad) OASES an... E-1s.H anxiH.., LAB x L E ems ..van. 3J5b.D s (d)1 /d'fpckel SBf $Iewi F-Qsbml FMloelecTC eeL boon Type(PON R � � �� R. � COat/WmMrm WnMre Rn[e (O Slbwn) I or, A R i 0 `QIAk Chcomecfgq 4�OD. 410. d'O.D. s Erb, D_ FIM 111 droi Sat4rew5 f_,ocx3 °hoar.... V_ 11 I r M' •cn, gbn.lur NLe Dore (qusMVa 4.Ele 4san �SO.D.0 s(DD. toe nbnlnn Cg16 bl NO icaeo an ML$ M sap L AO w rto ba.w) 5 °OD 3.6b.p db.D d'U D, _ I Notes BmPoA nuvIDB narrBwm y'p0.sJ'IVnan mqulrotl larmoonfPO. Q1RSn'RIaHmKFblccmMN (m(.h.WpCxMtN9avl/IVAfNme[x J ORLEI ING INFORMATION cOornple A21 A 75H MED ACT GRS 120 ANBK FEEL cnacreuma Serle ;.� WgXPge /Lame. ,. 7 � DlshlbuXOri �Flnlsh' �- OPti�_ _1 A21 A 60H MED m ] 120 ANBK eau FEE r 121 ALl J5H MED zs GR5 =s, 208 ANDS nam acmu FAB Fo-,NC A21 I IOOH MED I GR3 Ix vi 240 ANDS Dnro,rvr MF u w A21 C T75H MEO 1855 a 277 ANVG veroecenn HS r 121 D 50M MED r o0� 347 ANPP rmnMnral EEBI n A21 E 7.M ME0 ] L nSM ihnki 4", CM LeS,u � PEB2 m°eebnceefemmzasninv A21 K 100M MED m M M TB CS 0 �.va PER n q2I L 150M MED rM.wn f"+ d ACT rvux @ 9 n' ° ARl M I]5M MEO ] °wnM PCi PEI'ruw A21 ry 353 MED uwnµy pyq PE30 r (A21 P SIR MFD m rhA PEV n .this xnv A21 R ]03 MED m A21 5 no. ME0 PE % men 5 SF n A21 W ISM MED NE.arlp n J o0azwavr OF rr ua 1, _ A21 x 421RT .a co+en w, I r w . rn ,SO nzn r"...°a m 3 r Wm N Ito' n rm wr Se AN"I700G 5b <ei LaLR�6 324YAr14 Pal 15(a GR3 NO. Iz91r , DA UP �. a O .. k �Wu IpGd'. P211505GR3 Q115 ( p tl Jed X Ade ' I ball 11 ni OOB HI.", uluar"W70[ CII RIVER RUN APARTMENTS NE 114, SE 1/4, SEC.24, TWN.17 N., RNG. 1 E., W.M. mix A21 E A . vV 11 il , rs OPTIQNAL TOPS wwl Q owls r4a 101 FPF liven IA lop FAB ALL �fk)b RCM1OCfor(6ea or 655) t. , ft. G U &gMrefre feCOr (1115) hbpUOf ACtllm I#te FJCkef - __ `turf Nfmrum sobs! POb -- 6ommeaeygmnnvw ..mumps. nw] LU ENIAIRE Ic H.In AObneompomrXa (raemn naw3ad) OASES an... E-1s.H anxiH.., LAB x L E ems ..van. 3J5b.D s (d)1 /d'fpckel SBf $Iewi F-Qsbml FMloelecTC eeL boon Type(PON R � � �� R. � COat/WmMrm WnMre Rn[e (O Slbwn) I or, A R i 0 `QIAk Chcomecfgq 4�OD. 410. d'O.D. s Erb, D_ FIM 111 droi Sat4rew5 f_,ocx3 °hoar.... V_ 11 I r M' •cn, gbn.lur NLe Dore (qusMVa 4.Ele 4san �SO.D.0 s(DD. toe nbnlnn Cg16 bl NO icaeo an ML$ M sap L AO w rto ba.w) 5 °OD 3.6b.p db.D d'U D, _ I Notes BmPoA nuvIDB narrBwm y'p0.sJ'IVnan mqulrotl larmoonfPO. Q1RSn'RIaHmKFblccmMN (m(.h.WpCxMtN9avl/IVAfNme[x J ORLEI ING INFORMATION cOornple A21 A 75H MED ACT GRS 120 ANBK FEEL cnacreuma Serle ;.� WgXPge /Lame. ,. 7 � DlshlbuXOri �Flnlsh' �- OPti�_ _1 A21 A 60H MED m ] 120 ANBK eau FEE r 121 ALl J5H MED zs GR5 =s, 208 ANDS nam acmu FAB Fo-,NC A21 I IOOH MED I GR3 Ix vi 240 ANDS Dnro,rvr MF u w A21 C T75H MEO 1855 a 277 ANVG veroecenn HS r 121 D 50M MED r o0� 347 ANPP rmnMnral EEBI n A21 E 7.M ME0 ] L nSM ihnki 4", CM LeS,u � PEB2 m°eebnceefemmzasninv A21 K 100M MED m M M TB CS 0 �.va PER n q2I L 150M MED rM.wn f"+ d ACT rvux @ 9 n' ° ARl M I]5M MEO ] °wnM PCi PEI'ruw A21 ry 353 MED uwnµy pyq PE30 r (A21 P SIR MFD m rhA PEV n .this xnv A21 R ]03 MED m A21 5 no. ME0 PE % men 5 SF n A21 W ISM MED NE.arlp n J o0azwavr OF rr ua 1, _ A21 x 421RT .a co+en w, I r w . rn ,SO nzn r"...°a m 3 r Wm N Ito' n rm wr Se AN"I700G 5b <ei LaLR�6 324YAr14 Pal 15(a GR3 NO. CA TOq(PXtlSO REPgtT <A iPLOG: P311SOS GR3 ot "cuifyBrands. 111,E . AS lgiras IS-`rALOGI. ANTIQUE IpGd'. P211505GR3 Q115 PER CITY MARK -UP L' LLIII4INPIRE CN IIIMINTTIFIG _ i IAIDIP: CLEAN 150.WATTHIGH FltE55URE 50DIUM•YtR1IGL845F. I.::WN PEKSS REGODIUM, RTICA. 1111.2.:1 POSITION. 3 tU MP, RATF➢LUMFNS /TAMP: 16000 PER CITY MARK -UP IP ul Wg NneF WATTA 150 S.NS S.,E, LUIp1IN0U5 aFCNING'. SfRTICALCYpNCER IDEA t 14.04 '} HE 21 ") oPrH. TL IR Vn ol: 38 NNE =1) Rk. CA IEGORY', DECOMTESE POST TOP s MA%CD: 2,725.0 AT HOR120MAC 73.5 °, VERTICAL ]2.5° To "I Or''ISS: NONCUPOFE BM 3060° "ADWPVCU55. MEDIUM, ttPE 1V FM 3, as. EFFICIEN(Y', 79% J Pall cmdela WblbuFOD Iaufint(andle Plat 'ADD 190° Po° 1600 190° ME, S 4 3 S 1 0 1 2 3 9 2333 (30° Balk Light 1.96) 4� Forward Light iGO, A0O W C7 936 5% Rate= Mex LC5 % 'Di 0 90° 0 Tc q al LI4{N', 3361. 51o6 20 s, 46] g0° 11.r 933 Ac Ltl0 I III st Dr, LLI Le, O 3.113 Sm r I iss m ■ Ma %C1125 °H 0 ■ ELE ■ - 9rl° M S ■20f, - Ifi ■loft .0 5f, ■ED LO.tfc ■E %M..0 G.ta . uri Of orri M1tlJ' R (205) -- Mai NSUAL PHOTOMETRIC TOOL 1.2.45 COPYRIGM20I4, ACUITY 9UN05 LIGHTING RFPORIED DATA (AUTU ATEO FROM MANUFACILIJI5 DATA Fl1E, WISED ON IENA RECOMMENDED 14 T 005, NSLI017 sOAL PHO T)METNC TOOL PAGE IOF4 urvPC htlP7N' w, v. VS14k' k. carVlro' s/ ppltlmitriaNe /al0eM011.sspOId =12Jg4 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. \PR01EC7S \i`115 y ' Ii a,., �7cIYr \E'' ,- D'J, /�\ ^] 7 r Br^ ._�.cl rc 5 ?nIA S „ '?_ 'v1 v rl -bcr, \r,:,_} Tn_ --1,i - V4 3x24/2014 !211515 GR3 °I'T°DDR""TnMEfW`REI yMcuityBrands. CATALOG: A211505 CR3 I Gaph old }I.I. - U, 9PI.. NO. ILL 90-100° 11371. BY fU21m I is PER CITY MARK -UP % DbM eD5,. 0° I -_ -4- ° H2.I Im 3 M.flh kn PER CITY MARK -UP GJM S.NS S.,E, BH It EH Den. I or s To BM 3060° L FM 3, as. 1 J 66Y3Rn Balk Light 0° Fiona Forward Light ,36.11. W C7 936 5% Rate= Mex LC5 % 0 Tc q al LI4{N', 3361. 51o6 20 s, Z 11.r LIAlrbol W51AL PHOTOMETRIC TOOL M1IIp:IMmvtisu 1- xl. caMmlSlyNOmeVicNeAyl0.iaulLnsDl Cl.Hl PAGE 3 OF 4 N4 APPROVED FOR CONSTRUCTION B'V -: Ar, �� 2.1 i1 , , _ __DATE: Ii�, Loretto �. of 3 APPROVAL EXPIRES: 4KA L1T."'A 4 Lla"T /NG` FEATURES & SPECIFICATIONS IXIENDEDDSE f1m411ghulorwmne [ al ne4d I g 4 n ,o Ssdo RAIDIGQIDH au9Wd,ewanau vnunoouiy ImnNlorma'num Ma d,[w m N.Imlalu M1numdmi flew ®MINOmel:mmy / uw0° vlalwnmum:¢ dYlnl4vNM1M1:ghmuanga°dwldebmo -11 .1,1n ql I bK9b p 9 Ii AD °It M d rc110°mb9Mx la rtn 6l qk I n'x.ne m Idv6 FLF(IRIW I10V Ip f loo LOG on E71 OWN So Wr pM9r A¢, IngA po II e k 0 d- p, pe OIA p a b1I, 6 AY% elfi' or SA p' }A d4WWHMgI LISIIMO um enlrmml.ae¢nTml ro- .wluwlrwm a. a. PALL.." Is [Mnva(Aal Selen Flood Lighting so-uaw ELSE iless resDdiDm 70 40ANIMNaI third, n soul wu9h ex {- n nP 'I r.IlLmnanLmew6 1. M1 r LUW1iM1 9 {bmf nil r¢ r5615° "OAOEAIN4INFOAA11110N M NSLIN N'v ] 9ore., CONTRACT01 SEIFL'] ONGOW k tl Ylil I ry III iSI ` ppm�r 6a MIDI / 11Irf f5ws01Tiw PI I T - �.. FISON LmII -Nrvl ulamnwn,mn:n Inn n:ena rzsD4W Medium REVISION BLOCK NO. DATE DESCRIPTION BY 1 I is PER CITY MARK -UP d _ -_ PER CITY MARK -UP GJM 3 _ PER CITY MARK -UP GJM U ti 2.n F I or s To I 2 : St, "d J C7 W C7 Z Z 11.r III st e1R -PSNR REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 3 5- E -14 PER CITY MARK -UP GJM U ti 2.n F li rn -L 2 : 3 MIDO CE,, .� M4 Bit i v4w Die DzNr _ V i I,•��,��F f T�� EN 4, LP2 Al 8115 O c, °V 2 2 � I1) Q o7 Ill J L,l y 1 3 � SOU K V Z N ( _/ O N V n J N O U^ W � U ti 2.n F li rn -L 2 : St, "d J C7 W C7 Z Z Y VI Q LLI O r2 r O c, °V 2 2 � I1) Q o7 Ill J L,l y 1 3 � SOU K V Z N ( _/ ) Q V n N O W � U ti 0 rn "d J J I Ld V F DA)-C74 811 bBASE iEET 2 Oi 2.