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20130320 Water Redlines #1 12182013PROPERTY DESCRIPTION 24 -17 -7E 1A NE SE COM NW COP SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DA TA ACREAGE: SHEET INDEX CVR 7 OF 79 COVER SHEET TP7 2 OF 19 TE.S.C. & GRADING PLAN TP2 3 OF 19 TES.C. - SPECIFICATIONS TP3 4 OF 79 TE.S.0 - DETAILS R7 5 OF 19 PLAN & PROFILE R2 6 OF 19 PLAN & PROFILE R3 7 OF 19 PLAN & PROFILE R4 8 OF 19 STORM TRENCH - PLAN & SECTIONS RSI 9 OF 19 STORMWATER - DETAILS & SPECIFICATIONS PG1 10 OF 19 PARKING & GRADING PLAN STP 11 OF 19 S.TE.P. SYSTEM PLAN S7 12 OF 19 PLAN & PROFILE S2 13 OF 19 PLAN & PROFILE SDI 14 OF 19 SANITARY - DETAILS & SPECIFICATIONS SD2 75 OF 79 SANITARY - DETAILS W1 16 OF 79 PLAN & PROFILE W2 77 OF 79 PLAN & PROFILE WD7 78 OF 19 WATER - DETAILS & SPECIFICATIONS FR 19 OF 19 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -17 -7E 1A NE SE COM NW COP SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DA TA ACREAGE: 1.74 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST A / VEFl FAUN APAHTME/VTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E., W.M. UnLITY CONRJCT NOTE CAUTION 714E CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES HORIZONTAL AND VERTICAL S AND SURVEYING THE SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIL ID E WHETHER LOCH DON PRIOR 70 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOG ®1 -800- 424 -55 AND THEN POTHOLING ALL OF THE EXISTING UDLIDES AT LOCATIONS OF NEW UTILL;Y C CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UDLIDES 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. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL FPEQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APP03ABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEET 2 WITH DOCUMENTATION SIGNED A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER THE SH SHOWING THAT THE THE ROAD SECTION WAS BUILT ACCORDING TO RECOMMENDATIONS (y THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS A(9HIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCOON MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PILANS HAVE BEEN FOLLOWED. MONUMENT NOTE MONUMENTAPON 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: I PURSUANT TO ROW 58.24.040 8 N A AND WAG 332-120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON 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 BY: -DATE:- Director of Public Work, APPROVAL EXPIRES: DATE LEGEND --Pfd SCALE: 1 " =20' R/W LINE -R/W -- 0 10 20 40 VERTICAL DATUM — THURSTON COUNTY —SS— NGVD 29 —W— 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 W DATE LEGEND --Pfd PROPERTY LINE R/W LINE -R/W -- - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE (O PROPOSED SIDEWALK W PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR -- -.. - EXISTING CONTOUR V EXISTING EDGE OF PAVEMENT -- QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN -v- EXISTING POWER POLE N EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT "` -- - K EXISTING WATER MAIN REWSION BLOCK - -� 11 8115 0 N � II O � ro 0 Z a U M Q m w m Q J w 0 m o�c? c0 //�� J O C? v QM � N 00 0 7 m Q C ca U Q ti g�o v / ct I \ j 0 0 � s I� DA TE 11 -25 -13 DRAWING NC 8115BASE C7 W U O p 3 cYi (O Q W W m 2 p p V ro 0 Z a U M Q m w m Q J w 0 m o�c? c0 //�� J O C? v QM � N 00 0 7 m Q C ca U Q ti g�o v / ct I \ j 0 0 � s I� DA TE 11 -25 -13 DRAWING NC 8115BASE CONSTRUCTION NOTES Oi CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30 "W x 501 PER SHEETS TP2 & TP3. zO INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER SHEETS TP2 & TP3. O INSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL PER DETAIL ON SHEET TP3. O CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1- 800 - 258 - 5990). SO EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. 0 EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. © CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE, CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. LEGEND NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM- THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5, CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 -) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (959) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHNICAL ENGINEER SHALL TEST ALL FILL MATERIAL & OBTAIN SUFFICIENT COMPACTION TESTS TO VERIFY SOIL STABILITY. 9. EROSION CONTROL MEASURES OTHER THAN THOSE SPECIFIED MAY BE NEEDED TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12° & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12. PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 13. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. A /VEF) F7U/V APAHTME/VTS NE 114, SE 114, SEC 24, 1WN.17 N., RNG. 1 E, W.M. SCALE: i " =20' 0 10 20 40 NOTE 3ALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Pubbc Works APPROVAL EXPIRES: NO7E` ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. �o 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 CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING, 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TES.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES OE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12 HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES ". 13, CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15, UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2, THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. DA TE REVISION II 8115 11 a J U Z O � 2 j CLEARING LIMITS - -- -- - S:C -- - - - - -- EXISTING CONTOURS --- - - - - -- 440-- - - - - -- PROPOSED CONTOURS O W U TPO SOIL TEST PIT (SEE GEOTECHNICAL REPORT DATED 09 \23 \13 O LOCATED IN THE STORM DRAINAGE REPORT FOR ADDITIONAL INFORMATION). O • 0 MIRAFI SILT FENCE D ON INLET PROTECTION 3O NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM- THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5, CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 -) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (959) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHNICAL ENGINEER SHALL TEST ALL FILL MATERIAL & OBTAIN SUFFICIENT COMPACTION TESTS TO VERIFY SOIL STABILITY. 9. EROSION CONTROL MEASURES OTHER THAN THOSE SPECIFIED MAY BE NEEDED TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12° & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12. PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 13. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. A /VEF) F7U/V APAHTME/VTS NE 114, SE 114, SEC 24, 1WN.17 N., RNG. 1 E, W.M. SCALE: i " =20' 0 10 20 40 NOTE 3ALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Pubbc Works APPROVAL EXPIRES: NO7E` ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. �o 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 CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING, 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TES.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES OE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12 HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES ". 13, CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15, UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2, THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. DA TE REVISION II 8115 11 a J U Z O � 2 j m 0 h O Z a O� U � Qrn m J \S W F-Ua �-coU c/0/� O VJ � M V ^ M V � 0 v m Q� 3 lu- R C O U Z O'^ � LL e g�o J cl- Z D 0j ` (/'J� `/ J (k)3 DATE 1, -25 -13 DRAWING NC Fr a„SeASE O W U O 1�� 3 v w � _ C) U m 0 h O Z a O� U � Qrn m J \S W F-Ua �-coU c/0/� O VJ � M V ^ M V � 0 v m Q� 3 lu- R C O U Z O'^ � LL e g�o J cl- Z D 0j ` (/'J� `/ J (k)3 DATE 1, -25 -13 DRAWING NC Fr a„SeASE z E INTERSECTION BERRY VALLEY DR. LONGMIRE ST. S.E. CONSTRUCTION NOTES Oi CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT TYPE III SIDEWALK RAMP AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE OUMPSTER PAD ` W/ 6' HIGH CHAIN LINK SCREENING FENCE AND DOUBLE SWING i © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). Oj CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.0% SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. gO CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 350 348 346 344 342 340 338 RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. `PROP05'FB INFlLTRA" / TRENCH (SEE SHEET R4.) I , 6' DEDICATION +I I W W � W yi 0 JROPQSED RET LIRET LIGHT CAON YP.) CO/1 i J I el y e ' PROPOSED: 5' CONCRETE i 45.75 I I I I I _ I SNB A a I � Ny. i I .ti SEVER, $TUB I PROPOSED 4' 10 CONCRETE SIDEWALK STA. 1 +96.05 = CE INTERSECTION ALIGNMENT "A" & ALIGNMENT "B" O `FLOW DIRECTION ARROW (TYP) A , ALIGNMENT 'A' HORIPLANGKEW 10 IV/INLET '1 ' PARK AREA n 346 'S.. - - - - -- 12OLF 12 AWN -12) O 106% .X_..`. �6MPSTE�R N 01 •D. Wi _o II v1,HEA r . S U TW= 346.00 i_ K F_ � I 74! -47 I � . K I ' FRONT YARD RD ' o SET BACK U o Y yQ 348 I o 18' TYP.- A , ALIGNMENT 'A' HORIPLANGKEW 10 IV/INLET '1 ' PARK AREA n 346 0 h 346.69 346.4 N � 3 r O R6 2 - - - - -a - - - - -9 PROPOSED - STREET LIGHT -�- - LOCATION (TYP.) +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT 'A' PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 7 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Dircom, of Public Works APPROVAL EXPIRES: SCALE: I " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 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 LEGEND —P4 PROPERTY LINE - -Rl* -- R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE 1 PROPOSED LIGHT POLE PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR -,I, EXISTING CONTOUR - - - - -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE -- EXISTING SANITARY SEWER MAIN El EXISTING CATCH BASIN EXISTING POWER POLE W EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION �( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION I JOB NUMBER 'S.. - - - - -- 12OLF 12 AWN -12) O 106% .X_..`. s � N 01 Wi _o II < "• - - - - - U TW= 346.00 i_ K F_ � 74! -47 U W CS 6 "4 TW= 346.00 U � Y W W 18' TYP.- TW= 346.50 - _ - m _ ------ 46•______- in n m 4600 L r PROPOSED — — - - -- 3 APARTMENT BUILDING "A" APPROX. FLOW ARROW TYP_ F.F. = 346.50 1 - - -- 2 0 h 346.69 346.4 N � 3 r O R6 2 - - - - -a - - - - -9 PROPOSED - STREET LIGHT -�- - LOCATION (TYP.) +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT 'A' PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 7 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Dircom, of Public Works APPROVAL EXPIRES: SCALE: I " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 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 LEGEND —P4 PROPERTY LINE - -Rl* -- R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE 1 PROPOSED LIGHT POLE PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR -,I, EXISTING CONTOUR - - - - -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE -- EXISTING SANITARY SEWER MAIN El EXISTING CATCH BASIN EXISTING POWER POLE W EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION �( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION I JOB NUMBER Z d U� W� m W� 3� O o] �x N cc w� M r � • N m 0 � m Q� 3 1 C U Q Q MV+ v J w Q O Z� CL rz � V J Q Q � CL L__ DATE 11 -25 -13 DRAWING NC R1 8115BASL HEET.,5-OF _� 8115 Wi _o II Z U K F_ � O 2 U W CS � o W U � Y W W Z d U� W� m W� 3� O o] �x N cc w� M r � • N m 0 � m Q� 3 1 C U Q Q MV+ v J w Q O Z� CL rz � V J Q Q � CL L__ DATE 11 -25 -13 DRAWING NC R1 8115BASL HEET.,5-OF _� E� k� E E �f✓ f f f E f E E E E f f E f E l�E 1- �� - -�- .k- �♦ 6 f A E .E .F .E . b j `o CONSTRUCTION NOTES O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. 2O CONTRACTOR TO CONSTRUCT TYPE 111 SIDEWALK RAMP AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK SCREENING FENCE AND DOUBLE SWING GATE. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). OAREA W /PPROPRIAT CONTRACTOR CONSTRUCT CROSSWALK DELINEATION TRIPPING 0 2.0% SLOPE (MAX) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. BO CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. OO CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. it CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERT. PIPE 0 0.007 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. 12 CONTRACTOR TO CONSTRUCT 201 X 4'0 X 6'W INFILTRATION TRENCH W/ 8" AOS(N -12) PERT. PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS1. O3 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFD) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. Q CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 2' MIN. NATIVE — SOIL INSTALL FILTER FABRIC ALONG TOP AND SIDES OF TRENCH 140N MIRAFI OR EQUAL. NATIVE SOIL NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. JJI O \ II 1 I A / VER HU/V APARTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. SWELL PLAN E f I E E E t f E f p /E E E P$OPQSEDf PLAj47ET, ST41P --- - E___f__ _____ _ _ ______ _ �rw....ti_ _ .. __ _____________ r _ __ � 1 t i 5' CONCRETE SIDEWALK O r ' r N40'31'07 "E 217.60' _ PROPOSED 6' DEDICATION r&F- 12 ADS(N -12) O 1.501 Y 3 D I ~ i l I in LE- 3XJ8(12'NE) W/SOUD LOCKING UD CONSTRUCT 55'LF X 4' DEEP X 10' HIDE INFILTRA770M TRENCH R11H 12' PERT.. PIPE AS SHORN AND PER DETAILS ON THIS SHEET. < '34^'_ WAS LIED ROCK 2 (NO FINES) 12" ADSIIN -12) PERFORATED PIPE 0 0.00% SLOPE 348 -- 346 N- 344 - 342 i 340 338 W/SOUD LOCKIN BLF 12 ADS(N -12) O 1.50% W /SgJD STORM TRENCH RLAN HORIZONTAL ,D PROPOSED GRADE GE OF DRIVE uron G OF VA �. RIW342 W/SOUD CONSTRUCT 551F X 4' DEEP X \ f0'. RIDE INFlLIRA m R�E14CH WTH 12'- PERT._. M-EA SHORN AND PER DETAILS ON THIS PERT.. PIPE O 0.00% w�aaaon¢ n/ s �• PU LOCKING LID i4kr 6 6 h I 4 4 r f f DQ 2 �� TYPE I _�� FLOW ARROW TYP. STA: 1 +0265 26LF 12-ADS(N -12) O a575 RIM- 341.66 12'AOS(N -12) O 1.235 LE- 3X 70(12MERSW) W/INLET GRATE I.E- 33&47(12'NE&S%I ` W/SOLID LOCKING LID SLF i51ABS(N-f2)4t2M I i 4� w UIZ=kLk)ftp] LID i u [F-12' 1 - 338.54(12' 336 -- - -- - W LOCKII OW SPL17TO N -12) O 12 ADS(N -12) O 1 BLF 12AD5(N -12) 0'11.235 334 I�����BLF 12AD�-12) 0 /505f2AD�-12) O 1505 O 0.57% J STORM TRENCH PROF /LE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' RIM - 341.66 LE- 338.70(12'NE&SIIl W/WLET GRATIS TOMEF07", APPROVED FOR CONSTRUCTION BY: -DATE:- Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10" 0 5 10 20 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 LEGEND -P, q! n N r 0 a O 0 M m O M O O Q', O O O PROPOSED SANITARY SEWER MANHOLE -. - - -- N ui O y M M r] N M N N O N 7 M N r PROPOSED STORM STUB � PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - -KISS EXISTING CONTOUR EXISTING EDGE OF PAVEMENT 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 STORM TRENCH PROF /LE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' RIM - 341.66 LE- 338.70(12'NE&SIIl W/WLET GRATIS TOMEF07", APPROVED FOR CONSTRUCTION BY: -DATE:- Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10" 0 5 10 20 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 LEGEND -P, q! PROPERTY LINE RIW LINE -RfW- - - - - EASEMENT LINE - - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -. - - -- PROPOSED SEWER MAIN r -- -- PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN N PROPOSED STORM STUB � PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - -KISS EXISTING CONTOUR EXISTING EDGE OF PAVEMENT ' - Q EXISTING STORM MANHOLE D EXISTING STORM MAIN [S) EXISTING SANITARY SEWER MANHOLE 5 - - - -- EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN -G EXISTING POWER POLE N EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION � it O h z J d O r0 M U � W � D] Q W ZC) O 0 ~c�Q >�2 ry O OO�c� 8115 I v 0 • Ld eo �T 3 Z U U Q N o � O W 0 0 W � � Y O h z J d O r0 M U � W � D] Q W ZC) O 0 ~c�Q >�2 ry O OO�c� 1� cI.J, y W LL- O (O Z c 1 CL DATE 11 -25 -13 IRA WING N0. 8115BASE iEETJLOFj2 I v N • rn o v eo �T 3 •Q C U Q N 'yMoZ O 1� cI.J, y W LL- O (O Z c 1 CL DATE 11 -25 -13 IRA WING N0. 8115BASE iEETJLOFj2 PIPE TABLE PIPE LENTH DISCRETION I 9LF 6" PVC SDR -35 ® 2.00% 2 90F 6" PVC SDR -35 ® 2.00% 3 8LF 6" PVC SDR -35 ® 2.009. 4 8LF 6" PVC SDR -35 ® 2.00% 5 HLF 6" PVC SDR -35 ® 2.00% CLEAN OUT TABLE CO RIM LE.= 1 344.50 341.00 2 346.00 341.00 3 345.00 340.47 4 344.50 340.41 5 345.00 340.15 6 345.00 340.03 • CONTRACTOR TO FlELD AMVST RIM ELEVATIONS CONSTRUCTION NOTES O1 CONTRACTOR TO INSTALL XERXES 6000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (8'0) AS SHOWN AND PER DETAIL ON SHEET SD2. O CONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE ( ORENCO MODEL P20 05 11 OR APPROVED EQUAL) IN 6000 GAL. S. T.E.P. TANK / PUMP CHAMBER PER DETAILS ON SHEET SD2. O CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON SIDE OF BLDG "A" FITTED WITH A TRANSFER SWITCH MODEL OT 323 URK AS MFG. BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG. BY BRYANT. A /VER RUN APARTMENTS NE 114, SE 1/4, SEC 24, TWN.17 N., RNG. 1 E., W.M. S T.E.P. SYSTEM PLAN U71LRY CONFLICT NOTE CAUTM- 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 HA S LL INCLUDE CALLING UTILITY LOCATE ®1- 800 -424 -5 555 AND THEN POTHOLING ALL FL THE EXISTING UTILITIES SAID U 770NS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT I CONFLICTS EXIST. LOCATION JE 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. CONTRACI`OR / DF_VELOPER 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 MATERIALS ENGINEER S ROWING THAT THE ROAD SECTION WAS BUILT T AT ACCORDING TO THE RECOMMENDATIONS OF THE 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, S. T. E. P. TANK TABLE BUILDING SIZE GAL. DIA. FT INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK tl 6000 18 345.0 1 345.0 1 340.58(6D 340.35 6" 1 334.0 B TANK #2 1 6000 8' 1344.5 1.344.5 1 340.58 6" 340.35 6" 334.0 JOINTS. T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. DIA. FT INLET RIM I OUTLET RIM I INLET I.E. OUTLET I.E. TANK BOTTOM A & B 1 6000 PROPOSED SIDEWALK L8 ' 345.15 345.50 339.91 6" 341.75(2") 334.0 TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL L A E D PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON" ELEV. 'OFF" ELEV. "ON" ELEV. ALARM ELEV. PROPOSED 2" STEP SERVICE VALVE (LIQUID LEVEL) PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- 338.30 338.80 339.18 339.30 1 339.68 1 339.80 APPROVED FOR CONSTRUCTION BY: DATE: _ Dimaor of Public Works APPROVAL EXPIRES: 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 LEGEND - Fy'f -- PROPERTY LINE --R- W R/W LINE - -' - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR -- 4:>' -'- 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 - 1 � EXISTING POWER POLE 11 EXISTING WATER CATE VALVE EXISTING FIRE HYDRANT . ,. EXISTING WATER MAIN ® PIPE NAME BLOCK II 8115 II a N U Z O � 2 Z a o� M U� m w3 zoo Q N r'n^ O V, � V v QM N m 'w O IUJr /1J�^^ V m Q � 3 Q C o U Q Z 4L. � .J g� Z J cl- kz cn L Lid v / 1 \0 L� DATE 1 -25 -13 DRA WING NG CSTP IF8115ELASE ,. JI !14HEET IJ OF o � w in Q w O � U Z a o� M U� m w3 zoo Q N r'n^ O V, � V v QM N m 'w O IUJr /1J�^^ V m Q � 3 Q C o U Q Z 4L. � .J g� Z J cl- kz cn L Lid v / 1 \0 L� DATE 1 -25 -13 DRA WING NG CSTP IF8115ELASE ,. JI !14HEET IJ OF EX. SIDEWALK CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET S02. O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS SDI & SD2. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / VEH RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. 2 g PARK /OPEN SPACE AREA I Wi I I W w I r t'� I N h 96 I h PROPOSED 5' � C _ 45.75 I I I ' _ r I LE -340.50 CONNECT TO IX ( kh E.M. STUB I i I II V ' 4 r f I PROPOSED 4' CONCRETE SIDEWALK NS CONCRETE CI(1FYJALK --'-" 4S¢S 34S 60 STA. 1 +96.05 = CE INTERSECTION "ENTRANCE & PARKING ALIGNMENT "A" IOLF 2 PVC(IPS 1120 - 6OLF 2- PVC(1PS 1120 SDR 21 (CL -200), SDR 21 (CL -200) I � P� 78' 'TYP.- - ---- ¢ r L,. 347.04 ;o. L -15 FRONT YARD SET BACK 47.27 01 1 346.89 tior 4 34 9 ".i/ __ - -_ ALIGNMENT 'A " PLAN KEW_. 0 ul-ou u +yu +uu 1 +1u 1 +2u 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT nA A PRORLE PIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' SARK AREA TW= 346.00 I APPROVED FOR CONSTRUCTION BY: DATE: Director.f Public Works APPROVAL EXPIRES: SCALE: I " =10' 0 5 10 20 PROPOSED 3 APARTMENT o BUILDING °A" APPROX. w F.F.= 346.50 U o 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 R, 42 - PROPERTY LINE "/ I, R/W LINE DU .: STA 1 DO L — ��•2 • `Z°i. AD , - n - �'� ,�Ry°�' +95. 8.9'RT i — — _ - - - -- LE 340.89 / W +i I N >AREA .> - o, • J� • ry,. INSTALL: BENO nHRU SL lRUSr LOac - -- 456 - -- �„ � w I , EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE DD EXISTING STORM MAIN 1 FLOW ARROW TYP. -- .. EXISTING SANITARY SEWER MAIN F1 EXISTING CATCH BASIN _.- — — — — — — — — — — ¢ r L,. 347.04 ;o. L -15 FRONT YARD SET BACK 47.27 01 1 346.89 tior 4 34 9 ".i/ __ - -_ ALIGNMENT 'A " PLAN KEW_. 0 ul-ou u +yu +uu 1 +1u 1 +2u 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT nA A PRORLE PIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' SARK AREA TW= 346.00 I APPROVED FOR CONSTRUCTION BY: DATE: Director.f Public Works APPROVAL EXPIRES: SCALE: I " =10' 0 5 10 20 PROPOSED 3 APARTMENT o BUILDING °A" APPROX. w F.F.= 346.50 U o 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 R, 42 - PROPERTY LINE "/ I, R/W LINE — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE O PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - 4 EXISTING CONTOUR - EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE -- .. EXISTING SANITARY SEWER MAIN F1 EXISTING CATCH BASIN _.- EXISTING POWER POLE N EXISTING WATER GATE VALVE _. EXISTING FIRE HYDRANT EXISTING WATER MAIN 8115 0 U Z N V ti O � i O Q U QO � n U m v Q I O 3 Z 4 O� 2n U� W� m w� 0 Q O co a M � N O m a� C U Q N c J w Lu Q J Z ct W a- Z CD Z J Q Q 0- 13 DATE 11 -25 -13 110RA WING NO S1 8115BASE FEET 12 OF 12 RI VER HUN 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 WD1 & WD2. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. 40 CONTRACTOR TO INSTALL (1) 2" BLOW OFF ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD2. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. © CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY AS SHOWN AND PER DETAILS ON SHEET WD2. O CONTRACTOR TO INSTALL TYPICAL 72LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT 'A' ' I u +uu u +9u I +uu 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT 'A' PRORLE KEW HORIZONTAL SCALE: 1 " - =10' VERTICAL SCALE: 1 " =2' I RK AREA APPROVED FOR CONSTRUCTION BY: DATE: Director of P.blic Works APPROVAL SCALE: i " =20' 61%meNni-o" 0 10 20 40 OPOSED ARTMENT ILDING °A° PROX. VERTICAL DATUM .= 346.50 THURSTON COUNTY NGVD 29 BM:7252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ❑ EXISTING CATCH BASIN L EXISTING POWER POLE N EXISTING WATER GATE VALVE �iu� �� oGL .. - r •< • •�� EXISTING FIRE HYDRANT u .. EXISTING WATER MAIN l l_j I � f X NA , \ \J �4ti'o99A ,4 % 0. �\\� • ST 14%%% AL W1 II 8115 II 2 LEGEND P4 PROPERTY LINE nil - -RfW -- R/W LINE — — — — EASEMENT LINE —' ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER p PROPOSED FIRE HYDRANT ® PROPOSED WATER METER II-----V PROPOSED WATER MAIN PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR ..- EXISTING CONTOUR - ___ --- - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN O EXISTING SANITARY SEWER MANHOLE - - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN L EXISTING POWER POLE N EXISTING WATER GATE VALVE �iu� �� oGL .. - r •< • •�� EXISTING FIRE HYDRANT u .. EXISTING WATER MAIN l l_j I � f X NA , \ \J �4ti'o99A ,4 % 0. �\\� • ST 14%%% AL W1 II 8115 II 2 W 2 � d Q 2� U � Q of W d1 Q w� 0 Q �d 2 z cv c//0� o V� � w � "1 N rn 0 �m V � C c U Q Z N �� NI w Q w O zoc wcl- z� �z J Q Q J CL DATE 11 -25 -13 )RA WING NC 8175BASE HEET 16 OF E nil U Z 2 O Lj O p co V w � z � � U W 2 � d Q 2� U � Q of W d1 Q w� 0 Q �d 2 z cv c//0� o V� � w � "1 N rn 0 �m V � C c U Q Z N �� NI w Q w O zoc wcl- z� �z J Q Q J CL DATE 11 -25 -13 )RA WING NC 8175BASE HEET 16 OF E N1.0 X O 0 g R DO j 9� I I 46.72 7.00 - - -- I I I 00 I �9n' I a I I I I I I I i I I I > I I I > I 346. , I' TW 347.0 352 350 III IG Fh8- 7 49 F '.TIO1 ALIGNMENT "B" & IGNIIfENT "A" RIVER RUN APARTMENTS NE 114, SE 1/47 SEC24, TWIN 17 N., RNG. 1 E", W.M. 1 l TPR OPOS ED 5' CRETE SIDEWALK B TW= 346.00 336 334 I MISTA 4 ' 1.4JA VVALW I I I I 1X--4' PWCL -15I JKITER NMI I I I 24LF -4' PM WATER MAIN 15'X4' REDUCER - — - — - — - — - 1� F «FNE HYDRANT SPOOL `?$ THRUST HACK 1 ' - 17LF -3' PVC(OL -130) WATER MAW ( I 43'9d I I I I I I I I I I I I 1 I I I I I I I I I I I I �I ICI I I I I I O O O 344.40 PROPOSED 5 CONCRETE SIDEWALK 6.27 TW= 344.45 s s I PROPOSED PARK AREA APARTMENT BUILDING "B" ALIGNMENT °B' APPROX. PLAN KEW F.F.= 344.00 HORIZONTAL SCALE: 7 =70 Y W LE INTERSECTION ALIGNMENT & ALIGNMENT "C" 12:1 MAX SLOPE CONSTRUCTION NOTES ' < M 0 CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS \ rnm M r'J rn� N r'] M SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD1 & W02. � -� M ,aj M O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND K ,.. $46 M - - -- M M CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY ,• y 456 - -- PROPOSED CONTOUR DISCREPANCIES. EXISTING CONTOUR 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +6) 0 1 +70 N0' XISTING GRADE ® EXISTING STORM MANHOLE D-------D 'O CONTRACTOR TO INSTALL TYPICAL 58LF- 1 }" WATER SERVICE EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND \ v EXISTING POWER POLE DETAILS ON SHEETS WD1 & WD2. `\,! \ 4O CONTRACTOR TO INSTALL (1) 2" BLOW OFF ASSEMBLY AS SHOWN 344 - -j- AND PER DETAIL ON SHEET 402. NC O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD7. © CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW ' j "W 342 - PREVENTION ASSEMBLY AS SHOWN AND PER DETAILS ON SHEET WD2. -Y, Oj CONTRACTOR TO INSTALL TYPICAL 72LF- 7 }" WATER SERVICE SERVICE- AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD7 & W02. (TYP.) 336 334 I MISTA 4 ' 1.4JA VVALW I I I I 1X--4' PWCL -15I JKITER NMI I I I 24LF -4' PM WATER MAIN 15'X4' REDUCER - — - — - — - — - 1� F «FNE HYDRANT SPOOL `?$ THRUST HACK 1 ' - 17LF -3' PVC(OL -130) WATER MAW ( I 43'9d I I I I I I I I I I I I 1 I I I I I I I I I I I I �I ICI I I I I I O O O 344.40 PROPOSED 5 CONCRETE SIDEWALK 6.27 TW= 344.45 s s I PROPOSED PARK AREA APARTMENT BUILDING "B" ALIGNMENT °B' APPROX. PLAN KEW F.F.= 344.00 HORIZONTAL SCALE: 7 =70 Y W LE INTERSECTION ALIGNMENT & ALIGNMENT "C" 12:1 MAX SLOPE No° of M O n M M ' < M N r N r7 Q ^ro r ^ M M rnm M r'J rn� N r'] M I � -� M ,aj M n^� O „1 M M M u M M M M M M PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR r. - EXISTING CONTOUR 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +6) 0 1 +70 N0' XISTING GRADE ® EXISTING STORM MANHOLE D-------D EXISTING STORM MAIN OF DRIVE EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ \ v EXISTING POWER POLE W EXISTING WATER GATE VALVE \ EXISTING FIRE HYDRANT PROPOSED GRADE 0 e F ¢ OF DRIVE' NC 3.247 - Q2" WATER SERVICE- (TYP.) L2HA!4'Pvc(CL -130 ) - -_ -- STiA0+50. T LE -341. S U& 1 47• T MSTALL i�37RI' TEE .'� Tn3'X4' REDUCER 1Nw Spp 1 '. 12" STORM " _— '.. - A CIF- f.JRE T SPOOL _— ___nwI& i1MdI15T N.Op1 p1___ I ;. '.�.. CROSSING No° of M O n M M r r M < M N r N r7 no Ol n r7 M ^ro r ^ M M rnm M r'J rn� N r'] M Ol M M m rnr�0i c0 y r7 -� M ,aj M n^� O „1 M M M M M M M M M M M PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR r. - EXISTING CONTOUR 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +6) 0 1 +70 N0' ALIGNMENT V' PROFILE KEW HORIZONTAL SCALE: 7" =10' VERTICAL SCALE: 1 " =2" NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Woks APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 �o 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 P, Q! PROPERTY LINE -R7 W R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER P PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W--W PROPOSED WATER MAIN PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR r. - 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 v EXISTING POWER POLE W EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION L'i7 8115 LU 0 ,u Z 2 0 0 U 3 Y Q W C U 0 3 `✓ Z a U� W� m W� Zip U N CoM I c Q� � N N 0 a m Q� 3 g C � C U Q Z O w g4 W w 0� J w O W V J Q Q J Cl— Cl- 10 DATE 11 -25 -13 DRAWING NO W2 8175BASE HEET.LZ OF 1$ GENERAL WATER NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND ME MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS 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 SHALE ARRANGE FOR A PRECONSTRUCTION MEETING TO HL ATTENDED BY ALL A M JOR CONTRACTORS, C RS REPRESENTATIVES OF INVOLVED VED UTIUTI ES AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT 456 -8410 TO SCHEDULE THE MEETING. ME CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF 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 THAN THE STANDARD DIMENSION PARIS (SDR) OF 21, AND MEET THE REQUIREMENTS OF RISQUE STANDARD SPECIFICATIONS SECTION 9- 30.1(5)8. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL MICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WREST STANDARD SPECIFICATIONS SECTION 9- 301(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET ME REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER MAN ME SURE OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1116 -84CH CEMENT LINED AND SEALED IN ACCORDANCE W9TH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF ASSET STANDARD SPECIFICATIONS BECKON 9- 30.2(1). SIX-INCH ARE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, AIRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL C L JOINT OR ANSI FLANGES, C . VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, GLOW R/W OR WAiEROUS 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 AW.. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED, 6. ALL LINES SHALE BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). Z, ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18' UNDER ME FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED VE EQUAL. IN ADDITION TO TRACER CE TAPE INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE ' SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND ME PIPE, BROUGHT UP AND RED OFF AT VALVE BODY BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A BR SPLICE CTE MANUFACTURED BY APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL L BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9, ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF ME CURB WITH AN EMBOSSED "W' i14 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. ME 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 FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 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 TESL ME CONTRACTOR SHALL MAKE ME NECESSARY PROVISIONS TO TEST THE NEW ONE 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 M£ PROJECT, THE CONTRACTOR SHALL OBTAIN A PUNCH LIST-PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS F WORK ORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO ME SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF ME WATER SYSTEM AND PROVISION OF WATER SERVICE. 15, A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ORGIES DURING CONSTRUCTION, 16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN ME FIELD. ME CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. �� �. _ -elf• - it T - WELDED TO RISER SHAFT. DWG. N0. BEND 11 -1/4• BEND _. -- DEAD END PIPE DIAMETER 90 BEND TOP !VIEW TOP !VIEW TOP I VIEW p ' STEEL TUBING TO FIT P 0 ERATING TO OR TEE WYE T 2001,000 ALL WELDS TO SHAFT SHALL BE 1/4" 500 ` SIDE 'VIEW jv" JN)1121 4402,300 1,200 SIDE VIEW SIDE I W VEW � _ TEE -1' GALV. PIPE GATE VALVE HORIZ. BEND 10" ACROSS 12,16,200 DDLC IPORPOPAiION 3,100 15,800 12" 32,000 17,400 8.900 J L 4,500 22,700 14" 43.600 23,600 12,100 6,100 30,800 TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS CFIY OF YELM DEPT_UF NURLIC WORKS T o 2 INCH BLOW -OFF \ ' ASSEMBLY APPR (� DWG. NO. 45° - 90° `?- 6 4.1 VERTICAL BEND PUBLIC WORKS DIRECTOR DATE DES. UWN, CKU. CITY OF YELM, WASHINGTON DEPT OF PUBLIC WORKS NOTES: 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. APP__ Ho DWG ND. 3. ANCHOR REBAR SHALL BE 5 /8" MINIMUM �_._. _ 6 -13 DIAMETER. PUBUC WORKS DIRECTOR DATE EST' OWN: DES. OWN. CDC, DATE IP 4/2007 41High-ad rating nut z ts of payment Paint Hydreather shield ' o Sun Yellow 1lydranf Lock Grade Ena Bonnet j/ 7 3312 21/2 "Hose cgnneclion with threads HYDRANT OFFSET -41 /2 "Sfeamer onnection wlih NST Ihlreads See valve box and k 5" Storz adapter valve siem de1a11- 4" 24 "Style $ -37 'w /SC cap 6 -11 - Ground M d To suit t - Standpipe trench a t 6" P h 3' Minimum - t Flanged fire - hydrant tee 1 Each Pipe Joint b'• f. 1106 p - EBAA IT g" � Inc. Megalug rn' 1 6.. p pes cut 2tod Il CHIehiron 9 6" ate VON e 9 FL X MJ Sea note helcw concrete block drain ring huusang shed rock as SEL", Plastic barri between 6' x sheet of I i mil, plastic or coin- thrust blacker nd tae Notes strucPon fabric, covering 2" washed re7ck Concrete thrust block 1. Hydrants shall be located In costg o place against accordance with Section three fitting only In addition, t minimum three foot radius unobstructed working area shall be provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion Or _DEPT. OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion FIRE 3. Gate valves shall be resilient wedge IRE 1 1 DRAN T MRS with 0 -ring seals. Valve ends shell be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APR R owG. NO Valves shall be Mueller M &H, Kennedy, C Clow R/W ar W „I emus Series 500. PUBUC WORKS DIRECTOR ❑ATE 6 7 4. Fire Hydrant lock payment is required - city will OWN. dl order and In CKD. DATE stall. L 5 JEC IP /Gnm THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNC)S PER SQUARE INCH OF WATER PRESSL LOADS VALVE STEM EXTENSION LEGEND T - WELDED TO RISER SHAFT. DWG. N0. BEND 11 -1/4• BEND _. -- DEAD END PIPE DIAMETER 90 BEND 45' BE±_1/2• DATE _- JEG STEEL TUBING TO FIT P 0 ERATING TO OR TEE 4" 3,600 2001,000 ALL WELDS TO SHAFT SHALL BE 1/4" 500 2,600 6" B.00D JN)1121 4402,300 1,200 5,700 8" 14,300 7704,000 -1' GALV. PIPE 2.000 10,100 10" 22,300 12,16,200 DDLC IPORPOPAiION 3,100 15,800 12" 32,000 17,400 8.900 J L 4,500 22,700 14" 43.600 23,600 12,100 6,100 30,800 16" 57,000 30,800 15,700 7,900 40,300 NOTES: 1, BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH, FITTIN(g 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 ($ F.): EXAMPLE . 12" - 90' BEND IN SAND AMC' GRAVEL 32,000 LBS 3000 LB /S.F. = 10.7 y,F. 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 Or COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER _ SQUARE FOOT MUCK, PEAT O SOFT CLAY 11000 SAND 2,000 SAND & GRAVEL 3.000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD SHALE 101000 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. THRUST LOADS VALVE STEM EXTENSION LEGEND n VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL .,AP_p$Lyy�� -_ WELDED TO RISER SHAFT. DWG. N0. IPUBLIC WORKS DIRECT R DATE 6- 7 4 DIE5 DWN. CKD. DATE -ES JEG STEEL TUBING TO FIT P 0 ERATING TO 4 /211m RI VER HU/V APARTMENTS NE 114, SE 114, SEC .94, TWN 17 N., RNCx 1 E., W.M. 3' x 3' x 4" CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4110OW 1.0' ACP -j [--�I CSTC -1 l BALLAST - 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY _12' --'I_ RECESSED HANDLE TYPE COVER } - INLAND FOUNDRY #248 3/4 VALVE BOX WITH "WATER" CAST IN LID 1-! SECTION / OR OECD 910 F � a z I W I � I U M ZI I II NOTE, w ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND n VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. AP' PROVED EQU AL CI n 3/16" Thk X 5 1/5" CIA STEEL D GUIDE PLATE WELDED TO RISER p SHAFT. O 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT P 0 ERATING � NUT. LENGTH AS REQUIRED. . D � NOTE:_ APPLE ( ALL WELDS TO SHAFT SHALL BE 1/4" PUSLI( FILLET WELD ALL AROUND. DES. BOX WITH METAL UO I s GRADE ° 1 +10" OR 18" - `6.. SDR 27 PVC PIPE � CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED . MAX. 36" IS EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN-SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, STANDARD VALVE BOX s_- DWG. ND. IS DIRECTOR DATE [DID 1 t CKD. JEG iP SIZE A B APPROVED METERS - LID - 173D DI READER LID 1 1/2" 13 1/4" 15" BOX - BCF 1730 X 12 BASE OR APPROVED EQUAL 2" 17 1/4" 15" rc 1 WI METER BOX - - - -� 1 1/2"-2" P "�IA / POLYETHYLENE LINE E -- z °- " / 2 MALE ADAPTEfl 2" RE51 LE N T BALL VA V E T OP ( CURB 5 WEDGE GATE VALVE CHECK VALVC SERVICE SADDLE - ROMAC 2025 OR - 2% SLOPE TO BOX .---- ���a1 8" TO CENTER OF BDn -- b A C E C U o .. ' CHECK VALVE F D INSULT BALL vA61 COPPER TONING WIRE A WRAPPED METER AROUND THE 1 I/2" - Bt1 -666 , REST PIPE (SEE 2" - 611 -772 GENERAL 1 1/2" - C86 - 6 \ NOTES N0. 2" - CB6 - 77 7) FORD TASK JOINT LORPORATIO STO TYPE B -Y PLASTIC TINE (USE 5101 0 L 200 P5 PHP I PCS TNYRL P I RE I P E FORD BALL V ALVE WITH PACK JOINT & FEMALE L I IE MAMALE LP. THREADS NIPPLE SEF� .' r SADDLE CITY OF YEIL 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF IF PACK JOINTS. _ - RESTORATION DEPTH - - SPACE TAPE 12' i0 18' UNDER "FI THE FINAL GRADE /VA TRENCH BACKFILL - - TRACER MRS (SEE GENERAL SEE NOTE I, 2 3 WATER NOTES NO Z) & 5 I �6, M -IN BEDDING MATERIAL 5' MIN. SEE NOTE < / \ / / \ \ /�� "'- UNDISTURBED SOIL NOTES: 1. A MINIMUM COVER OF J5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED 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 OBJECIIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE C THA T I KILL COMPACT L co c READILY L COMPACT 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL 15 6-1NCHE5. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SU35TUTIONS WILL BE ALLOWED MTHOUT WRITTEN AUIHORIZATION FROM THE C17Y OF YELM. 5_ WERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE ARGOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO _ Dwc. No. PU IC 5 DIRECTOR DATE 6-15 DES_ DWN. GKO. DATE ES JEG TP 4/2007 12" BY -PASS VALVE W /LOCKABLE CAP 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2 V, TO 2 " GASKET AND I.P. THREADS, 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" 2 / FORD VEIN 76-15813 B S OR EQUAL 2" - FORD V814 - _ -- B 77 15 1 B 7 OR EQUAL APPHO DwG. N0. 4. A Y LL I 1/2" AND 2" SADDLES WILL BE _lid _ 2" TAPS WITH BRAES 2" NIPPLE AND PUBLIC WORKS DIRECTOR DATE 6-3 2" SING Ni WEDGE GATE VALVE AND HOUSING _ HOUSING AND SDR -21 PVC PIPE HOUSING DES. OWN. T11- U. PATE - ES JEC TP 4/2007- APPROVED FOR CONSTRUCTION BY: DATE: U recto, of Public Works APPROVAL EXPIRES: 3 rcUPTLRLE d77 OR AP' PROVED EQU AL W - l r Y V PLUG p 1 !- sL COUPLI4. IB• VALVE IVR t � U � U � 11-11 CONCRETE TER ME W BOX WITH METAL UO I -- 1X_ VALK 60% 301TOM -1' GALV. PIPE I 00091E STRAP DDLC IPORPOPAiION rFr J L P2' GATE VALV WnH 2' DrEN NUI� 2 17 E UOW GALV CFIY OF YELM DEPT_UF NURLIC WORKS 2 INCH BLOW -OFF ASSEMBLY APPR (� DWG. NO. `?- 6 4.1 PUBLIC WORKS DIRECTOR DATE DES. UWN, CKU. F,' FS JEG IP x/2007 6. -6 - - - -- _ -- ••� 3 J •• o� 0 TOP VIEW 6 it a L -T -- TIT= EXIST 'G GROUND TEST COCKS_ RESILIENT ALVES (4 REOb.) 6:: MIN. SHUTOFF VALVES B MAX, � (2 REQ'D_) 3 dzb- UNION^ (T REO'D) NO GALVANIZED PIPE ON INLET SIDE 6' MIN OF ASSEMBLY, PLASTIC DR CEMENT < SIDE VIEW METER BOX °o °O a°CS °g "o or FUhm °0 oVy^�c8 °8o c oh>riiy°�q abP, ° (RLfLOW GROUND INSTALLATION) GIRA VEL 12" MIN. NUIE: ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL ',N T, GROUND. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF STACK FLOW PREVf.NTER NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW F7- Y OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET EP T, OF PUBLIC WORKS 00 NOT INSTALL IN AN AREA SUBJECT TO FLOODING VALVE SHALL BE PROTECTED FROM FREEZING UBLE CHECK VALVE CONDITTONS - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT MBLY 2" AND SMALLER WASHINGTON STATE DEPT TIEALTH APPROVED MODEL - A PLUMBING PERMIT IS REQUIRED. pWG. No. _ 6 -16 ORKS DIRECTOR DATE DP - .f)WHN. CKD. DATE KR JEG iP d/2007 MIDD x WA' S, 98 0RW , y �3 z ED p i A O - ST T A REVISION BLOCK NO. DATE DESCRIPTION BY II 8115 II U Z Z O1 IY ti O W IS � � W U O p 1 W U � U W K 2 I MIDD x WA' S, 98 0RW , y �3 z ED p i A O - ST T A REVISION BLOCK NO. DATE DESCRIPTION BY II 8115 II U Z Z O1 IY ti O W IS � l C) CS U nt\ O N z Lu a UE C) W U00 L u O] J � Z J O m ED ¢_ U N O RD C5 O V `W� V Q M In N �m v � m Q� �S Q CO C U Q ON Cn Z _O I IW' _U �n v / LLJ ttoc C/5 f� Q 00 Lli Q O DATE 11 -25 -13 DRAWING NO WD1 81156ASE HEFT]$ OF 19 � W U O p 1 W U � U W K 2 l C) CS U nt\ O N z Lu a UE C) W U00 L u O] J � Z J O m ED ¢_ U N O RD C5 O V `W� V Q M In N �m v � m Q� �S Q CO C U Q ON Cn Z _O I IW' _U �n v / LLJ ttoc C/5 f� Q 00 Lli Q O DATE 11 -25 -13 DRAWING NO WD1 81156ASE HEFT]$ OF 19 TO BE PSE PER A / VEH HUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. OFFSITE IMPROVEMENT PLAN CONSTRUCTION NOTES 0 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 SHT FIST. 2O 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 RSU O CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RSI. 5O 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. :.Eeits<3�:cme , TYPE I MEMO I PAD AREA TYPE 11 i ` TYPE III V TYPE IV T Y P I C A L C U R B R A M P 5 BOTTOM OF RAMP MAY C, NOTE: SEE SIDEWALK SPACING. HAVE MAX_ 112" LIP EXPANSION JOINTS & SCOR= Ai 45 MARK DETAIL FOR ADDITIONAL / IC LED 4S" FLOW LINE SEE Y 5' AS OF GUTTER �_'IdI PIPI. P REDD. ¢ y DETAIL /�. `L \ 12 P FTAII P MP SECTIOIAf NOTES- 1. RAMP TEXTURIXG IS TO BE DONE WITH AN EXPANDED METAL GRATE/PLACED AND REMOVED FROM WET CON. TO LEAVE IAMOIND PATTERN. THE LONG AXIS OF THE DIAMOI PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8- DEEP AND 1/4' WIx 2 CURB 'RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWAI AND FROM THE CURB AND GIH r K ER, ISOLATED BY EXPANSION JOINT MATERIAL ON A✓_L SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT ROW PAST THE CURB RAMP. NO INLETS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. DEPT 0 PUBLIC WORDS TY'ICAL_ CURB CAMPS APPROVED DWG, N0. PUBLIC WORKS DIRECTOR OHTE /1-12 DES T DWIV. CKD. DATE S —C 5 —c s —c I 10/3/94 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. YYT, s Icy/ o% T \SE vARIES SIDEWAUc 1/2" IT% SECTION A -A REGOMMENOED BASIC DRIVEWAY APPROACH WIDTHS P� P� � �o a S � NOMINAL CI ms's Dp WIDTH Au c� VO _._..- ONE -WAY 10' 15' 20' NJO -WAY 10' 30' 40' i LONGM/RE ST. S.E. PLAN KEW HORIZONTAL SCALE: I'--10U EXPANSIOC 9 JOINT �� / TYPE I IT CONCRETE & GUTTER SIDEWALK I 1112 LIPS ADJUST WIDTH AS O. TO PROVIDE SL 6" 51 -OPE OF 12:1 'v SECTION B -8 HHRP�O �� B &C�'OG OAN KAQ` /-AS REQ NICHES'. 1, INHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY', CENTERED IN THE APPROACH. 2:. FORM AND SUBGRADE INSPECTION ARE REQUIRED IBEFORF POURING CONCRETE. 3,, REFER TO SECTION 4B_140. YELM DEVELOPMENT GUIDELINES, * j TYPE 11 CEMENT CONCRETE WRB & GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE APPROACH APPROVED DWG. 110. PUBLIC WORKS DIRECTOR DATE - 9 DES DWIU COG DATE S -C S -C S -C 2/2/Q5 28.0 - T� --16.0 ZO' S.C-= EXISTING PROPOSED PROPOSED TRAFFIC LANE PLANTER 5TRIP 51DFJVALK i FXIS'ING �— CURB ROW DEDICA'IONE SECTION A -A PROPOSED N S. RNj I NO. I DATE APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL SCALE: I " =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.- 347.27 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES BLOCK LEGEND PROPERTY LINE —R'XW-- 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 OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE lU EXISTING WATER GA IE VFi BE EXISTING FIRE HYDRANT . - -�y- -- EXISTING WATER MAIN x( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 1\7 rj II 8115 II � I I Z U o W 0 0 W U cn Q W W DID S O � U m O L Z d D � U M Q m W m R �3 W O CE IS, m d 2 ONO, R �U C N M W � � r Q ^ M V � m o v Q CL 3 Q C c U ti Z y O M J cl- Z Ld Zi Lu CL Ld r� v ) LL- O DATE 11 -25 -13 DRAWING NC 8115BASE SHEET 19 OF 1;