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20130320 Civil Plans 12042013 (River Run Apartments)'NITY MAP 1.14 AC. SHEET INDEX R -14 CVR 1 OF 19 COVER SHEET '.. TP7 2 OF 19 TE.S.C. & GRADING PLAN CITY OF YELM TP2 3 OF 19 TE.S.C. - SPECIFICATIONS - TP3 4 OF 19 T.E.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 EXISTING STORM MAIN RS1 9 OF 19 STORMWATER - DETAILS & SPECIFICATIONS EXISTING SANITARY SEWER MAIN PG1 70 OF 19 PARKING & GRADING PLAN EXISTING POWER POLE STP 11 OF 19 S.TE.P. SYSTEM PLAN EXISTING FIRE HYDRANT S7 12 OF 19 PLAN & PROFILE S2 73 OF 19 PLAN & PROFILE - n SDI 14 OF 19 SANITARY - DETAILS & SPECIFICATIONS - - SD2 15 OF 19 SANITARY - DETAILS W1 16 OF 19 PLAN & PROFILE W2 17 OF 19 PLAN &PROFILE " 18 OF 19 WATER - DETAILS & SPECIFICATIONS .E: 2�� i- 1 MILE FR FR 19 OF 19 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -77 -IE 1A NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE SL S.E. YELM, WASHINGTON SITE DATA 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 CAN COMCAST RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E., W.M. Unlm CONwcT NOTE CAUTION F ALL EXISTING UTILITIES VER/MNG THE LOCATION, AND DEPTH 0 THE CONTRACTOR SHALL BE FULL Y RESPONSIBLE FOR 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 LO( 5TE 0 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXIS71NG UTILITIES AT LOCA77ONS 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 INFORMATON 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 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 A PROFESSIONAL ON SH AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING THE RECOMMENDATION,- OF THE GEOTECHNICAL REPORT, SHE BACKFILL MATERIAL MEETS NAINI NI CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED ALL TRENCHES AND ROAD SECTION, AND ALL CONSTN MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE E PLANS HAVE BEEN FOLLOWED. 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. I DESTROYED MONUMENT NOTE: PURSUANT TO ROW 58.24.040 (8) AND WAG 332 -120, BEFORE REMOWNG 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 C 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 Works APPROVAL EXPIRES: LEGEND �- SCALE: 1 " =20" R1W LINE --Rf4 0 10 20 40 VERTICAL DATUM — THURSTON COUNTY —SS— NGVD 29 —W— 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 �- PROPERTY LINE R1W LINE --Rf4 - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE ■ PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN U PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR ^ -- EXISTING CONTOUR EXISTING EDGE OF PAVEMENT —' -- QD EXISTING STORM MANHOLE D EXISTING STORM MAIN ;J EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE N EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT Al EXISTING WATER MAIN :. •••� ? MI DD �4 . O F I r r Sr � 9sto -y N "��•r �- JOB 8115BER 0 N � I I U � 2 O � 2 3 2 a oN W Rl J zZ� 0 °C N 0 c/�o/� J C VJ W � d Fv Q ^ M � n P C 7 P ¢ C c U 'oz w U I Ld Ld 0 V DATE 11 -25 -73 CVR ILs175BASE -L OF 13 U W � O p W C7 3 U � � U 3 2 a oN W Rl J zZ� 0 °C N 0 c/�o/� J C VJ W � d Fv Q ^ M � n P C 7 P ¢ C c U 'oz w U I Ld Ld 0 V DATE 11 -25 -73 CVR ILs175BASE -L OF 13 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). 5Q EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. 07 EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. OB CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. LEGEND CLEARING LIMITS EXISTING CONTOURS - 440-- - - - - -- PROPOSED CONTOURS TPO SOIL TEST PIT 111X���/ (SEE GEOTECHNICAL REPORT DATED 09 \23 \13 LOCATED IN THE STORM DRAINAGE REPORT FOR ADDITIONAL INFORMATION). MIRAFI SILT FENCE @ O INLET PROTECTION O NOTES: 7. 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. J. 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 DEM0L17ION 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 (95 %) 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 LE.: 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. 73. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. RIVER RUN APARTMENTS NE 114, SE 1/4, SEC 24, TWN.17 N., RNG. 1 E., W.M. SCALE: 1" =120" 0 10 20 40 NOTE: 3ALL 1- 800 - 424 -5555 BEFORE YOU DIG. NOTE: ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSEC17ON 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. J. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN, 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE LES.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 73. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 74. 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 7. 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. I REVISION BLOCK NO. I DATE 10 z J v z \J -. i ( v / LQ EROSION CONTROL NOTES 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND /OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. J. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. A. DRY SEASON(MAY 1 TO SEPTEMBER 30): LIMITS OF CLEARING EXTENDED TO ONLY ENOUGH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR STABILIZATION BY NO LATER THAN SEPTEMBER 30. B. WET SEASON(OCTOBER i TO APRIL 30) 1. ALL CLEARED OR DISTURBED AREAS WILL RECEIVE APPROPRIATE COVER OR BE OTHERWISE STABILIZED WITHIN 5 DAYS IF NOT BEING ACTIVELY WORKED. 2. IF A MAJOR STORM EVENT IS PREDICTED, THE CLEARING OF LAND SHALL BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE COUNTY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND /OR CONTRACTOR SHALL NOTIFY THE COUNTY FORTY - EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING. INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO. 4 - COMPLETION OF PROJECT. INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) B. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE PIERCE COUNTY STORMWATER MANAGEMENT MANUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT -OF -WAY GRADING NOTES 1. THE CONTRACTOR SHALL STRIP THE SURFACE ORG4NIC MATERIAL WITHIN THE BUILDING AND LOT AREAS TO BE FILLED AND DISPOSE OF THE UNSUITABLE MATERIAL AS DIRECTED BY THE OWNER. 2. PRIOR TO THE PLACEMENT OF STRUCTURAL FILL OR BASE ROCK FOR THE BUILDING SITES, PAVED AREAS AND CONCRETE FLATWORK CORRIDORS, THE CONTRACTORS SHALL SCARIFY THE AREAS TO BE FILLED OR ROCKED TO A DEPTH OF 6 INCHES (6) MINIMUM. ONCE SCARIFIED, THE SOILS SHALL BE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (95%) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70, VERIFY WITH SOILS ENGINEERS' RECOMMENDATIONS. J. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (B) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (95%) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE 0- 1557 -70. 4 DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS. ALL IMPORTED MATERIAL SHALL BE IMPORTED GRAVEL "CLASS B" BANKRUN OR BETTER. 5. EXGIVATOV SrANDA -M CETT SLOPES: SLOPES SHALL BE NO STEEPER THAN 15 SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SETBACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 -20 FEET HEIGHT / 2 OVER 20 FEET 10 FEET 6. FU STANDARDS. 1) GENERAL: FILLS WHICH ARE INTENDED FOR BUILDING SITES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C., AS ADOPTED BY PIERCE COUNTY, AND AN ASSIGNMENT OF ALLOWABLE SOIL - BEARING PRESSURES WILL BE UNDER THE JURISDICTION OF THE PIERCE COUNTY BUILDING OFFICIAL IN ACCORDANCE VMTH THE U.B.C. 2) FILL LOCATION: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 1 -112 HORIZONTAL TO i VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. FILL SITES MUST BE APPROVED BY THE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. 3) PREPARATION OF GROUND: THE GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL, AND OTHER UNSUITABLE MATERIALS; SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL; AND, WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO i VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL SHALL BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINEER. 4) FILL MATERIAL: EXCEPT AS PERMITTED BY THE COUNTY, NO MATERIAL OTHER THAN EARTH MATERIAL SHALL BE BURIED OR PLACED IN FILLS. PLACEMENT OF OTHER THAN EARTH - MATERIAL IS REGULATED BY STATE STATUTES OR FEDERAL LAWS, AND ADDITIONAL PERMITS MAY BE REQUIRED. 5) SLOPE STABILITY: FILLS SHALL BE CONSTRUCTED USING EARTH MATERIALS, COMPACTION METHODS, AND CONSTRUCTION TECHNIQUES SO THAT STABLE FILLS ARE CREATED. 6) SETBACK FROM PROPERTY LINES: THE TOE OR CATCH POINT OF FILL SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT: FILL DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 - 40 FEET HEIGHT OF FILL 12 OVER 40 FEET 20 FEET RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. SILT FENCE NOTES EROSION CONTROL BLANKET NOTES 1. FILTER FABRIC SHALL iBE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL RE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). J. A TRENCH SHALL BE EXCAVATED APPROXIMATELY B INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE TI $AN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENUTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHE`j OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.. THE FABRIC SHALL NC)T EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENG7Tj FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED FOR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET, 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13. DO NOT DRIVE OVER (OR FILL OVER SILT FENCES. INLET PROTECTION NOTES 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIME- TE- _R THE INLET, 50 THAT THE OPEN END FACE OUTWARD, NOT UPWARD., THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED DEPENDING ON DESIGN NEEDS BY TA 1 S CK NG COMBINATIONS OF BL O(CK.S THAT ARE 4 INCHES, AND 72 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OSIER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH( OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. 3. PILE STONE AGAINST TEE WIRE MESH TO THE TOP OF THE BLOCKS. USE 314 -INCH TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVERZ THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NE'CE'SSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIPE MESH. 5. PLACE 314 INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 5. IF THE STONE FILTER E3ECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM TIHE INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES 1. SEED AND MULCH SHIgLL. BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THIE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUFR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNC)FF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A PIOND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. SOD NOTES 1. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF 314 -INCH AT THE TIME OF CUTTING. MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH., 2. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT SECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY O1R WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SEEDING NOTES 1. SEED MIXTURE SHALL BIE 10 7RED TOP, 40% ANNUAL RYE, 40% CHEWING FESCUE, 107 WHITE DUTCH CLOVER, AND SHALL BE APPLIED AT THE RATE OF 225 LBS. PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY i AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL E3E NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING) 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO E3E USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36- TO 48- INCHES WIDE, SHALL WEIGH AN AVERAGE OF 1.2 LBS/ LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY GRAVEL OUTLET NOTES 1. GRAVEL SHALL BE 5/8 INCH MINUS WASHED ROCK. A LAYER OF FILTER FABRIC SHALL BE EMBEDDED IN THE GRAVEL. 2. MINIMUM LENGTH IN FEET OF THE GRAVEL OUTLET STRUCTURE SHALL BE EQUAL TO SIX (6) TIMES THE NUMBER OF ACRES OF CONTRIBUTING DRAINAGE AREA. 3. THE INVERT OF THE GRAVEL OUTLET SHALL NOT BE LESS THAN 6 INCHES LOWER THAN THE MINIMUM ELEVATION OF THE TOP OF THE DIKE. 4. WATER SHALL BE DISCHARGED FROM THE GRAVEL OUTLET ONTO AN ALREADY STABILIZED AREA OR INTO A STABLE WATERCOURSE. 5. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNEE AND REP. VRED AFTER EACH RUNOFF - PRODUCING RAIN. THE GRAVEL MUST BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SEDIMENT ACCUMULATION IN THE GRAVEL. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9 -14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST 12 INCH OVERLAP OF ALL SEAMS. J. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN- SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED AT THE RATE OF 1.5 TO 2.5 TONS /AC. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:7. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. STOCKPILE NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. APPROVED FOR CONSTRUCTION JOB NUMBER 8715 BY: DATE: Director of Public Works APPROVAL Z EXPIRES: O O ti 2 CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH i INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITDONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH (WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. TOPSOILING NOTES 1. APPLY TOPSOIL TO AREAS WITH HIGHLY DENSE OR IMPERMEABLE SOILS, 2. APPLY WHERE MULCH AND FERTILIZER ALONE WOULD NOT PROVIDE A SUITABLE GROWTH MEDIUM. 3. APPLY WHERE SLOPES DO NOT EXCEED 2:1. 4, TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SAND CLAY LOAM, CLAY LOAM). 5. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 6. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP SOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 7. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 8. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. BLOCK 3 Z CL C) 00 M U� Wm Rl Q W� O Z Zvi ONE I-IO0 V! v I v v N O v a� Q C Q U Q Z w o � J Z _O Q U_ IU, W Q_ � c J ,U IIv.. 1'' W ,oF.. AS4:. ST DATE 71 -25 -13 DRAWING NG NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. I I 1 11 TP2 118115BASE 1 OF RUNOFF WATER WITH SEDIMENT 18" MIN RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) /. X1/2" WIRE MESH OR - SEDIMENT / :� \ HARDWARE CLOTH UNDER FILTER FABRIC EXTEND FILTER AND EXTEND 12" FABRIC 6" BEYOND GRATE IN ALL BEYOND GRATE FILTERED DIRECTIONS C.B. INLET WATER INLET SEDIMENT PROTECTION (BEFORE PAVING) NOT TO SCALE ADAPTER SKIRT MIN.--' (FOR A PERFECT FIT) DEPTH j RETRIEVAL STRAP SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS- (4" TO OVERFLOW GEOTEXTILE (TO BYPASS FABRIC PEAK STORM VOLUMES) � 24" V EXISTING Q CATCH BASIN W � x(3003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003, FROM FOSS ENVIRONMENTAL 7440 W. MARGINAL WAY S. SEATTLE, WA 98108 -4141 PHONE: 1- 800 - 909 -3677 INLET SEDIMENT PROTECTION (AF1'ER PAVING) NOT TO SCALE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RpP� ■ R = 25' MIN.--' 12" MIN. DEPTH (6 "MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS- (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA S� CONSTRUCION ENTRANCE ROCK PAD N.T.S. FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC BURY BOTTOM GROUND SURFACE - OF FILTER 1 MATERIAL IN 1 8"02" TRENCH 2 "x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) FILTER FABRIC MATERIAL PROVIDE WASHED GRAVEL — BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES g' IN. OF FILTER FENCE FABRIC ON THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8 "02" TRENCH 2 "x2 "x5" WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: REW-90N BLOCK I m ■ .•� y. 1DD •1� ii JOB 72BER �Iz z m O I 0 I w N O I ?ia � 2 "x2 "x5" WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: REW-90N BLOCK I m ■ .•� y. 1DD •1� ii JOB 72BER �Iz z m O W f\ G O M t`] Z L d W o� M U� w O1 m d J W O Q ry O o2� CO I v QM 8. Cq c O V VJ � m J I1� W rU v J f- DATE 11 -25 -13 DRAWING NG TP3 8115BASE HEET.4 0FI, w W � � V (n Q 41 W � S o O v W f\ G O M t`] Z L d W o� M U� w O1 m d J W O Q ry O o2� CO I v QM 8. Cq c O V VJ � m J I1� W rU v J f- DATE 11 -25 -13 DRAWING NG TP3 8115BASE HEET.4 0FI, 2 E & LONGMIRE CONSTRUCTION NOTES O1 CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. OCONTRACTOR 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 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.). Oj CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.07 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 RS1. 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 I L W e \J�1 I � A SR2i t t t I t RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. /PROPOSED NML7RA'M ii iRENCH (SEE SHEET R4.) 6' DEDICATION PROPOSED 4' 10 CONCRETE SIDEWALK an rPROPOSEO ml, _ I :: STREET LIGHT LOCATION (TYP-) OOjI PROPOSED. 5f CONCRETE. SIDEWAL W t ` i 3 W { o I I .+ 1 U V 2U I I'd f o I I 'Ob STA. 1 +96.05 = CE INTERSECTION ALIGNMENT "A" & ALIGNMENT "B" LI I � — `FLOW DIRECTION ARROW (TYP) CBp T)'PE 1 - -- STA:1 +98.05 ______346_____________ _ R81�315.82 a . 00 - LTCI 2.82(12'NE) ° DUMPSTE,R / PAD >" AREA S.1 FRONT YARD SET BACK ALIGNMENT °A ° HDRIRLANG14EW D PARK AREA 346 TW= 346.00 346•______ _ —RfW -- a m 343 9 ..... ------ F PROPOSED STORM LINE + 0 m 18' TYP.— r - -- -- -456 - -- PARK AREA 346 TW= 346.00 n n 3 a g? - - - -- 346•______ _ —RfW -- a m EASEMENT LINE ..... ------ STREET LIGHT PROPOSED STORM LINE + 0 m PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR 7.- -- EXISTING CONTOUR J 3 EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE L°/ EXISTING SANITARY SEWER MAIN L EXISTING CATCH BASIN ... EXISTING POWER POLE V1 w EXISTING FIRE HYDRANT FLOW ARROW TYP. EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION W R t � ----------- U z o N O 346.89 346.4 n n 3 a g? - - - -- - - - - -- —RfW -- PROPOSED — — - - EASEMENT LINE ■ STREET LIGHT PROPOSED STORM LINE + LOCATION PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR +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' RROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10" 6wrml—m�� 0 5 10 20 PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 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 �EF07-TM REVISION LEGEND —PfE— PROPERTY LINE —RfW -- RIW LINE — — - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR 7.- -- EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ... EXISTING POWER POLE V1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT W EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION a \0 RAL -Ahy 4l7al 3 � z a C) O� I raj U W� 0] W3 O m >�x cv O co w� M r Q� N 0 C U Q �Z U V/�/ � Ir ° goo co w I!I . O IZ � W (z V Q � DATE 11 -25 -13 DRAWING NC Al 8115BASL SHEET -T OF 1; 8115 0 � II � U 0 Q� h_ � O 2 j Q Ell � � U W R t � � U 3 � z a C) O� I raj U W� 0] W3 O m >�x cv O co w� M r Q� N 0 C U Q �Z U V/�/ � Ir ° goo co w I!I . O IZ � W (z V Q � DATE 11 -25 -13 DRAWING NC Al 8115BASL SHEET -T OF 1; 8' DEDICATION I / w rx� I ... j ( PROPOSED I J STREET LIGHT LOCATION e � , r 4.86 �A9y CIT MU 341.66 0+09.57 PoM- 341.88 LE- 33B.70(1$'IJEkSW) 0 00_� W/1NLET CRAVE , � 3 .� .. i 341.80 r� 1 X � 1 ' I f i � I O I "Ntio R y � 5' SIDEWALK FRONT YARD � SET BACK //f • 1 CONSTRUCTION NOTES O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O 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 RSL O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD #16' HIGH CHAIN LINK SCREENING FENCE AND DOUBLE SWING GATE. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). Oj CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.07 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. © CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. O 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 (® 8.37 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF. PIPE 0 0.009 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. 12 CONTRACTOR TO CONSTRUCT 20'L X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERF. PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSI. e 346 10 Col A / VEH RUN AFAHTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LE= 341.00(8 ) 10.00'— PoM- 340.95 I.E.- 337.95(12 SWAN*) W/INLET GRATE & ALIGNMENT O 3.08X 0 1 +00 PoM -34280 343.tb - - - - -N X i n � I II I w 344 nW i I +m 0 ~- _ -_y 342 . _._0.50% - 0,.56%- + - - - - -- 340 50LF 12�ADS(N -12) O 0.50X 338 336 RIM-341.66 LE- 338.70(12`NEOS*) W/INLET GRATE li 334 r M M M M M M 0 +00 0 +10 0 +20 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ROOF DRAIN O 0.50X (MIN.) a c O N w CL xw R o Q� ce5 OW ARROW TYR O — — - BSLF�B'� 7DRAIN O PROPOSED APARTMENT BUILDING "B" APPROX. F.F. = 344.00 LE =339. 4LF -6 ADS(N -12) RO( DRAIN O a= (MIN.) LE- 339.75(8) APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: / LIE- 340.35(8) - Y 1 I I I I I; SCALE: 1 " =10' 0 5 10 20 8Lf BADS(N -12) ROOF DRAIN O 0.5, (MIN.) 343.15 ro TYPE 40 VERTICAL DATUM LE 339.71(8) THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS 12 / CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 j CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND U U ALIGNMENT "CA � w O 0.57X Q -- -- PLAN KEW ■ HORIZONTAL SCALE: 1 =10 : n � I II I w 344 nW i I +m 0 ~- _ -_y 342 . _._0.50% - 0,.56%- + - - - - -- 340 50LF 12�ADS(N -12) O 0.50X 338 336 RIM-341.66 LE- 338.70(12`NEOS*) W/INLET GRATE li 334 r M M M M M M 0 +00 0 +10 0 +20 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ROOF DRAIN O 0.50X (MIN.) a c O N w CL xw R o Q� ce5 OW ARROW TYR O — — - BSLF�B'� 7DRAIN O PROPOSED APARTMENT BUILDING "B" APPROX. F.F. = 344.00 LE =339. 4LF -6 ADS(N -12) RO( DRAIN O a= (MIN.) LE- 339.75(8) APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: / LIE- 340.35(8) - Y 1 I I I I I; SCALE: 1 " =10' 0 5 10 20 8Lf BADS(N -12) ROOF DRAIN O 0.5, (MIN.) 343.15 ro TYPE 40 VERTICAL DATUM LE 339.71(8) THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS 12 / CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 j CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND ALIGNMENT °C° PRORLE WOEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' ---Pfh PROPERTY LINE R/W LINE —RfW -- -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN : PROPOSED STORM LINE OOOD Ip PROPOSED SIDEWALK - 456 - -- 0� •�:_� -- 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 E1 EXISTING WATER GATE VALVE „ EXISTING FIRE HYDRANT ✓: - -11� N of M m M O N a N +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 +60 1 +701 +7i ALIGNMENT °C° PRORLE WOEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' ---Pfh PROPERTY LINE R/W LINE —RfW -- -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - 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 E1 EXISTING WATER GATE VALVE „ EXISTING FIRE HYDRANT ✓: - -11� EXISTING WATER MAIN 0 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00.00 EXISTING TOP OF PAVING SPOT ELEVATION 8115 Lu 0 U1 o w O p � � Y U O O U Z d Oh N U � W� m W� ZZp QE Q U N O6i7j o cM a v V� N W -w O ■rYllr /1' pp �� V m Q� C C) U Q Z O'^ U g� o w U� w O I� W CL CZ � V Q J CL `'5 1� DATE 11 -25 -13 DRAWING NO R3 8115BASE HEETZ OF]g- RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. SWELL PLAN APPROVED FOR CONSTRUCTION BY: -DATE:- Director of Public Works II 8115 II � O SCALE 1'c10 P(0PQSEDEPLAEg SRP i A /D J I _____ ________ ______O _ ___ s f _ z Q �d � � 5' CONCRETE SIDEWALK 3 I I u I I N40'31'0TE s 217.60' / ? PROPOSED 6' DEDICATION m V . Q 4 A TYPE I TYPE 1 14 {J{� RIM-3M42 10 M- 344.3.32 Y 3 I I I w I I.E.- 3X5D(11 'Sdf) l.!E.- =54(12'NE&S*) Z C p W�Fry ID LOCKING LID I^ 2( -0 J p m /wv IJE =33862(12 ^/ \ LOCKING LIDss 1 ao / a• \ \ \`• Q w 8LF 12'ADS(N -12) O 1.50X 1 ° I \`\ 2 I I i O i `-'f 19 I �l Ab 1 LZiI VERTICAL DATUM o r I ap y4" THURSTON COUNTY o GO TYPE I \?' ^, NGVD 29 a 4 TYPE I FLOW ARROW TYP. STa 1 +0265 MU-34 42 RIM =341.68 BM: 1252 8' MU-34242 2,&F- 12'ADS(N -12) O 0.5TX CASED CONCRETE MONUMENT WITH BRASS O 4 LE=33870(12'NE$Sf/� y- STA:O+OZ02 LE =33838(12 NE•Si1) 7lF 12 ADS(N -12) O 1.23X WjXJLET CUTE CAP ®INTERSECTION OF YELM AVE, & 7AHOMA BLVD. � h W/SOLID SING LID STORM TRENCH D LocKING DD STA. W87� 3 4 ELEV: 347.21 , W PLAN WEW PJU-3,UM CONTOUR INTERVAL =2 IL CONSTRUCT 551E X 4' DEEP X � �7(12lN � TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES N 10' WDE INFlLTRATION TRENCH HORIZONTAL SCALE: I =10 CONSTRUCTION NOTES WIN E PERT S O AS sNOT1N 6LF /2'ADS(N -12) O 1.23% AND PER DETAILS ON THIS SHEET. • O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. o v m O CITY CONTRACTOR DECONSTRUCT TYPE III SIDEWALK RAMP AS SHOWN AND PER O LEGEND CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF -p PROJECT AS SHOWN AND PER DETAIL ON SHEET R51. PROPERTY LINE p 4O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER LINE DETAIL ON SHEET RSi. — EAS Q O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD — EASEMENT LINE z W/ 6' HIGH CHAIN LINK SCREENING FENCE AND DOUBLE SWING GATE. t 348 - PROPOSED SANIT A Y SE EASEMENT © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). _ I ! 7 - • PROPOSED SANITARY SEWER MANHOLE ST •OF 02 OCONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION RIM =345.89 - -- AREA W/ APPROPRIATE STRIPPING ® 2.0% SLOPE (MAX.) IN ALL DIRECTIONS W LOCKING LAD PROPOSED GRADE ® Q MEETING ALL ADA REQUIREMENTS. /'`O PROPOSED STORM SEWER STUB J I FL OF DRIVE O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION ` _ - 346 > ___ -__ EXISFIMG -GRADE ® . -._ -_ IL -- -- - - - - -- _ -. -_ -_. -_A A- -5N1RL - 4 -- • RM DRAIN MANHOLE THROUGHOUT PARKING /ACCESS AREA ONSHT AS SHOWN AND PER DETAIL ON ¢ OF DRIVE ! n ■ PROPOSED STORM CATCH BASIN SHEET RSi. A.0+8 w 4 •0+61.52 PoM =343.32 gO PROPOSED STORM MAIN CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND 'I, PoM =34242 LE=3X47(12- NE•SSW) w LE =338.35(72`NE&SW) ;W/SOUD LOCKING LID Z PROPOSED STORM STUB PER DETAIL ON SHEET RSL !I W/SOLID LOCKING LID I. 4 I � PROPOSED SIDEWALK TYPE 1 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING 344 - ----- - - - - -- I - - -- - - - - -- - - -_I - - - -- 1 --- - - - -�! -S7 • -046 ..794, - -- - w_ PROPOSED SHOULDER (@ SHEET RSi. ) �_ PoM =34210 : L.. ® 8.3% MAX PER. ADA REQUIREMENTS ONSI7E AS SHOWN AND PER DETAIL h \ LE =338.50(1x9 SRf) o°' 2 456 - -- PROPOSED CONTOUR 11 CONTRACTOR TO CONSTRUCT 20'L X 3'D X J'W INFILTRATION TRENCH W/ 6" `5.0p o W/SOUD LOCKING LID o a_ I `,L' EXISTING CONTOUR ADS(N -12) PERE.. PIPE 0 0.007 FOR PROPOSED PARKING GARAGE STRUCTURE CONSTRUCT 551E X 4' DEEP X 9 la 4 __. INFILTRAPON TRENCH AND OE DETAILS '2.00,%, may EXISTING EDGE OF PAVEMENT 12 CONTRACTOR TO CONSTRUCT 20'L X 4'D X 6'W INFILTRATION TRENCH W/ 8' °I 342 ._._ -___. WIk 12' IMF. % In - _ O EXISTING STORM MANHOLE ADS (N-12) PERF.. PIPE E® 0.00% FOR PROPIOSED APARTMENT BUILDINGS AS SHEET. _ __ —_ _ RE AS SNONN __. ._... ION 7TBS I SHOWN AND PER DETAIL ON SHEET RSi. D - -� EXISTING STORM MAIN O3 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFD) STORMWATER 1I 6 ; EXISTING SANITARY SEWER MANHOLE (/\ TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. - v EXISTING SANITARY SEWER MAIN T 4 CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 340 - -- -- -_ -- _ -- - - -- -- - - - - -- —I ❑ EXISTING CATCH BASIN J _- _- . EXIS77NG POWER POLE > �- '155LF 12 ADS(N -12) PERF. WPf O 0.00X 1""" 12'ADS(N42) O 0.57'X N EXISTING WATER GATE VALVE ` O EXISTING FIRE HYDRANT 338 t - 1 EXISTING WATER MAIN CL TYPE I 4 I I =341.78 L -338.54(12'NEIk" I I I I I LE -3J86 12' I 336 WAOUD -n W) 6 O 2' MIN. NATIVE �; �? P�. �Pi :�'' I'I 7LF 12 -1Z )0I 1..(13X III E -3,id7 (I2'NE&SV r ^ Q SOIL .l - l 1 �/ 1 9L-12) 0 1.2 12) O L J 3/'4" - 7_1/2" 334 BLF iP'ADS(N -12) O 50XX - 50TIy- INSTALL FILTER FABRIC --� { y BLF 1 -12 O 1.SO.X WASHED ROCK ALONG TOP AND SIDES 1r �"�� �, e O O o r OF TRENCH 140N.j� (NU' FINES) n m f` N r O ''* O M O M O O M O O O MIRAFI OR EQUAL. O d M N 'ry `ra i"� M M t7 M M NJ M M I'l M "1 Nl M M M M 12" ADS(N-12) �`- PERFOfgA TED PIPE ®0.004 %SLOPE 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 SOIL 5' SOIL REVISION BLOCK NO. DATE DESCRIPTION BY �•• I MID �4 STORM TRENCH - ` WAS INFILTRATION TRENCH DETAIL PHOF/LE /EW =p4w° tip` DATE N.LS HORIZONTAL SCALE: 1 " =10' % '�+ �``\ 11 -25 -13 VERTICAL SCALE: 1'=2• I 414 a �wm= DRAWING NO. T NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. R4 811511ASE SHEET g OF 12 O_ Z U p W o m W p � U to Q W W m S D � U � O SCALE 1'c10 P(0PQSEDEPLAEg SRP i A /D J I _____ ________ ______O _ ___ s f _ z Q �d � � 5' CONCRETE SIDEWALK 3 I I u I I N40'31'0TE s 217.60' / ? PROPOSED 6' DEDICATION m V . Q 4 A TYPE I TYPE 1 14 {J{� RIM-3M42 10 M- 344.3.32 Y 3 I I I w I I.E.- 3X5D(11 'Sdf) l.!E.- =54(12'NE&S*) Z C p W�Fry ID LOCKING LID I^ 2( -0 J p m /wv IJE =33862(12 ^/ \ LOCKING LIDss 1 ao / a• \ \ \`• Q w 8LF 12'ADS(N -12) O 1.50X 1 ° I \`\ 2 I I i O i `-'f 19 I �l Ab 1 LZiI VERTICAL DATUM o r I ap y4" THURSTON COUNTY o GO TYPE I \?' ^, NGVD 29 a 4 TYPE I FLOW ARROW TYP. STa 1 +0265 MU-34 42 RIM =341.68 BM: 1252 8' MU-34242 2,&F- 12'ADS(N -12) O 0.5TX CASED CONCRETE MONUMENT WITH BRASS O 4 LE=33870(12'NE$Sf/� y- STA:O+OZ02 LE =33838(12 NE•Si1) 7lF 12 ADS(N -12) O 1.23X WjXJLET CUTE CAP ®INTERSECTION OF YELM AVE, & 7AHOMA BLVD. � h W/SOLID SING LID STORM TRENCH D LocKING DD STA. W87� 3 4 ELEV: 347.21 , W PLAN WEW PJU-3,UM CONTOUR INTERVAL =2 IL CONSTRUCT 551E X 4' DEEP X � �7(12lN � TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES N 10' WDE INFlLTRATION TRENCH HORIZONTAL SCALE: I =10 CONSTRUCTION NOTES WIN E PERT S O AS sNOT1N 6LF /2'ADS(N -12) O 1.23% AND PER DETAILS ON THIS SHEET. • O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. o v m O CITY CONTRACTOR DECONSTRUCT TYPE III SIDEWALK RAMP AS SHOWN AND PER O LEGEND CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF -p PROJECT AS SHOWN AND PER DETAIL ON SHEET R51. PROPERTY LINE p 4O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER LINE DETAIL ON SHEET RSi. — EAS Q O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD — EASEMENT LINE z W/ 6' HIGH CHAIN LINK SCREENING FENCE AND DOUBLE SWING GATE. t 348 - PROPOSED SANIT A Y SE EASEMENT © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). _ I ! 7 - • PROPOSED SANITARY SEWER MANHOLE ST •OF 02 OCONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION RIM =345.89 - -- AREA W/ APPROPRIATE STRIPPING ® 2.0% SLOPE (MAX.) IN ALL DIRECTIONS W LOCKING LAD PROPOSED GRADE ® Q MEETING ALL ADA REQUIREMENTS. /'`O PROPOSED STORM SEWER STUB J I FL OF DRIVE O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION ` _ - 346 > ___ -__ EXISFIMG -GRADE ® . -._ -_ IL -- -- - - - - -- _ -. -_ -_. -_A A- -5N1RL - 4 -- • RM DRAIN MANHOLE THROUGHOUT PARKING /ACCESS AREA ONSHT AS SHOWN AND PER DETAIL ON ¢ OF DRIVE ! n ■ PROPOSED STORM CATCH BASIN SHEET RSi. A.0+8 w 4 •0+61.52 PoM =343.32 gO PROPOSED STORM MAIN CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND 'I, PoM =34242 LE=3X47(12- NE•SSW) w LE =338.35(72`NE&SW) ;W/SOUD LOCKING LID Z PROPOSED STORM STUB PER DETAIL ON SHEET RSL !I W/SOLID LOCKING LID I. 4 I � PROPOSED SIDEWALK TYPE 1 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING 344 - ----- - - - - -- I - - -- - - - - -- - - -_I - - - -- 1 --- - - - -�! -S7 • -046 ..794, - -- - w_ PROPOSED SHOULDER (@ SHEET RSi. ) �_ PoM =34210 : L.. ® 8.3% MAX PER. ADA REQUIREMENTS ONSI7E AS SHOWN AND PER DETAIL h \ LE =338.50(1x9 SRf) o°' 2 456 - -- PROPOSED CONTOUR 11 CONTRACTOR TO CONSTRUCT 20'L X 3'D X J'W INFILTRATION TRENCH W/ 6" `5.0p o W/SOUD LOCKING LID o a_ I `,L' EXISTING CONTOUR ADS(N -12) PERE.. PIPE 0 0.007 FOR PROPOSED PARKING GARAGE STRUCTURE CONSTRUCT 551E X 4' DEEP X 9 la 4 __. INFILTRAPON TRENCH AND OE DETAILS '2.00,%, may EXISTING EDGE OF PAVEMENT 12 CONTRACTOR TO CONSTRUCT 20'L X 4'D X 6'W INFILTRATION TRENCH W/ 8' °I 342 ._._ -___. WIk 12' IMF. % In - _ O EXISTING STORM MANHOLE ADS (N-12) PERF.. PIPE E® 0.00% FOR PROPIOSED APARTMENT BUILDINGS AS SHEET. _ __ —_ _ RE AS SNONN __. ._... ION 7TBS I SHOWN AND PER DETAIL ON SHEET RSi. D - -� EXISTING STORM MAIN O3 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFD) STORMWATER 1I 6 ; EXISTING SANITARY SEWER MANHOLE (/\ TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. - v EXISTING SANITARY SEWER MAIN T 4 CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 340 - -- -- -_ -- _ -- - - -- -- - - - - -- —I ❑ EXISTING CATCH BASIN J _- _- . EXIS77NG POWER POLE > �- '155LF 12 ADS(N -12) PERF. WPf O 0.00X 1""" 12'ADS(N42) O 0.57'X N EXISTING WATER GATE VALVE ` O EXISTING FIRE HYDRANT 338 t - 1 EXISTING WATER MAIN CL TYPE I 4 I I =341.78 L -338.54(12'NEIk" I I I I I LE -3J86 12' I 336 WAOUD -n W) 6 O 2' MIN. NATIVE �; �? P�. �Pi :�'' I'I 7LF 12 -1Z )0I 1..(13X III E -3,id7 (I2'NE&SV r ^ Q SOIL .l - l 1 �/ 1 9L-12) 0 1.2 12) O L J 3/'4" - 7_1/2" 334 BLF iP'ADS(N -12) O 50XX - 50TIy- INSTALL FILTER FABRIC --� { y BLF 1 -12 O 1.SO.X WASHED ROCK ALONG TOP AND SIDES 1r �"�� �, e O O o r OF TRENCH 140N.j� (NU' FINES) n m f` N r O ''* O M O M O O M O O O MIRAFI OR EQUAL. O d M N 'ry `ra i"� M M t7 M M NJ M M I'l M "1 Nl M M M M 12" ADS(N-12) �`- PERFOfgA TED PIPE ®0.004 %SLOPE 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 SOIL 5' SOIL REVISION BLOCK NO. DATE DESCRIPTION BY �•• I MID �4 STORM TRENCH - ` WAS INFILTRATION TRENCH DETAIL PHOF/LE /EW =p4w° tip` DATE N.LS HORIZONTAL SCALE: 1 " =10' % '�+ �``\ 11 -25 -13 VERTICAL SCALE: 1'=2• I 414 a �wm= DRAWING NO. T NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. R4 811511ASE SHEET g OF 12 STANDARD SPECIFICATIONS DESIGN DETAIL, WORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE -STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", THE "APWA AMENDMENTS TO DIVISION ONE ", AND ME "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", ALL WRITTEN AND PROMULGATED BY ME WASHINGTON STATE CHAPTER OF ME AMERICAN PUBLIC WORKS ASSOCIATION AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT WHERE THESE STANDARDS PROVIDE OTHERWISE. THE FOLLOWING SPECIFICATIONS SHALL BE APPLICABLE WHEN PERTINENT, WHEN SPECIFICALLY CITED IN THE STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY. A. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF ME CITY OF YELM'S WATER SYSTEM PLAN. B. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S COMPREHENSIVE SANITARY SEWER PLAN. C. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF TEETH'S COMPREHENSIVE PLAN. D. RULES AND REGULATIONS AS ADOPTED IN THE YELM MUNICIPAL CODE. E CONDITIONS AND STANDARDS AS SET FORTH IN ME THURSTON COUNTY COORDINATED WATER SYSTEM PLAN, JANUARY 1986. F AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS PASHTO) A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS LA TEST ITI ED ON MORE COMMONLY KNOWN .OWN A S THE BASHED GREEN BOOK ". G. CRITERIA SET FORM IN THE LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. H CITY AND COUNTY DESIGN STANDARDS FOR ME CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND COLLECTOR ROADS PROMULGATED BY THf CITY ENGINEERS ASSOCIAD F ON 0 WASHINGTON MAY 29 1989, I. CONDITIONS AN TAN D STANDARDS AS SET FORM IN THE WSOOT DESIGN MANUAL AS AMENDED AND APPROVED BY WSDOT J O.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED), AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION K. DOT CONSTRUCTION h61NUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, L RULES AND REGULATIONS OF ME STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS PUBLISHED BY ME STATE DEPARTMENT OF HEALTH. M. CONDITIONS AND STANDARDS AS SET FORM IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY •CRITERIA FOR SEWAGE WORKS DESIGN ", MOST CURRENT EDITION. N. CONDITIONS AND STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES. 0. DESIGN CRITERIA OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAL HOUSING ADMINISTRATION. P. OMER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM PROPERTY LINES PROPERTY LINE —+ I I COMPACT 1 ARKI PAINILD TOR ESHOE MARK1W AHEAD STD. D \ r r RDPERTY r E HER 26 PHOPERTI'= L NE _ � INTERNATIONAL SYMBOL OF ACCESS SIGN - �-O 4' -5 ABOVE GRACE HANDICAP MARKING > o 0 0 CARREL STOPS� III OR PLASTIC Z TRAFFIC MARKING WHEEL SOPS �,\ IT CITY OF YELM % DEP i. OF PUBLIC WORKS u� d IS °, STILL MARMINGS AND WHEEL S'OP LOCATIONS APPROVES owc. 110. CITY ENGINEER DAFT 4 -24 S wM. CKD. SATE JEe sc s -c s -Q tz /2/95 15' DONE ACOUID s EACH PACE SHO A - FIn19H RE � LCIF E%PAAISDN MAR JOINT \ —SCORE T: EXPANSION — JOINT PLANTER STRIP AS RED) IF 15 NF5 & WiIER � sm- ALK PLANTER STRIP MIN (AS RED.) �R1/2 TIP —_-r• \ C�%LLr T i vyi g5 S ram� FE ) ✓ C S r <- MIN. i) iS/,iiA,,'- NGTES: [SPARKED JOINT MATERIAL TO BE 3 /E" 1FiCK PREMOLDED JOINT FlLLER END THICKNESS Op CONCRETE z. POP, N AND SueQiADE ASPECT REQUIRED REFIRE IOUelne ICED BETE CITY OF YELM 3. SCOPE MASKS SHALL RE TI /s' WOE e: TI /4" DEEP. PER DEPT. CF PUBLIC WORKS "EDWARDS OVER B ITS WEDD, A DONAIDN)INAL SCORE MARK SHALL BE MADE ALONG EREROFWALK CEMENT CONCRETE 4, x AN 1D JOEPC HALL BE HSTALI .FD IN CURD AND SUTTEE AND IM1SOEwL Pc ADD PT AT ALL CURD SIDEWALK SADISTS EXPANSION JOHN IS SNAIL B. PLACED IN — mEV 1H A ANT 1 FAIIIJUS AS THOSE HE CHIP AM. APPROVED Dw' YD_ 'UT HAP WHEN SIDEWALK IS ADJACENT TO We AND C TEP ".LESS 01HERWISC DIRECTED DY ENGMEER PUBLIC WORKS DIRECTOR DATE 4 DES. DWN, GKD. OA7 JEG S-C S„ S -C 10/3/94 A / VEH RUN APAFITMENTS NE 114, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. oouaLe mTE DUMP NO WASTE w I —� 1 wu ....,"..wm. r .. -�. AA WAR ¢m"X 1. .W" aw O/— m.m., :,. o T i 3 1/2" + - 91XOLEN •iE DRAINS TO (STREAM, LAKE, RIVER, WETLANDS) NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. W. CATCH BASIN STENCIL « °."w' FI_ Yl ..� a "w.aeA,. +o"m N.T.S. ip� < 9 ...1 mm / a +rte '" ..vera4a�..rn - E( p 'Al �..,. z ,V TY A , r m.aTe mm \ IS 1$ 0 wpa 4 ramunauepesslumw e;m - ro gLI I `E ,: °. K e �• 4V{ I A T AS TJ w .. 1. "INN - ®.. NOTE CALL 1- 800 - 424 -5555 BEFORE YOU DIG. STANDARD NOTE , AMMO xw W WIIWAA I m, me roowlm MCPAI sv.I TrtMe . 1.1 ", suasmmPm WNWl fort• SMA pNem Rx a3e: n9sl. %ms sae.'" ad M.IIII .. ryNfi ®tlm mbc ss Abe Ile" rw amlal syna"1 aPmmmn 123/4 ��a a T.`2 " MIN. COMPACTED DEPTH CL "B" ASPHALT CONE, PAVEMENT. 2 " MIN. COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). 6 "CL. "'B" BANKRUN GRA VEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N.T.S. Manhole Fmme are — Covet by Manufl il (See Detail) Scald Pion View If JU dal In ban PW[aP amu ,= We(c) In non- italgt Erato pRUent IWIMI WR laadllg by mElme"e. vellltlu � tr "tai M..1i frame a Canner all mbwa "wEb A. Em Man -T Wma onl" Section A -A M Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail Rim elevations to maW finished grade. HOPE neem ran beI M by ConbaCnr. HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRIENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X AID X 201 INFILTRATION WASHED ROCK SPECFlCA710N5 TRENCH W /6° PERE PIPE O S = 0.0% AND FILLED WITH WASHED ROCK. SEE DETAIL 100% PASSING 6" SIEVE SLOW. 80 -100% PASS( i 70 BE INSTALLED PASSING 1. I S PLED AT TIME OF SIEVE (BUILDING CONSTRUCTION. 0 -1091 PASSING SIEVE 0 -2% I" PASSING 1 ° SIEVE D.S. (TYP.T-, /- CLEANOUT 0 -1% PASSING #'200 SIEVE BUILDING I J11 .-- — /- - -�' / I 'INSTALL TEMPORARY MIRAFI SILT FENCE 6' A.D.S. , DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. 1­- 6• GROUND PROFILE GUTTER DEBRIS e- 0 PERF PIPE ® S =0.0% WRAP ENTIRE TRENCH WITHI BUILDING I FILTER FABRIC (GEOTEX 801 1.67' OR APPROVED EQUAL). I DOWNSPOUT —" Q SHED ROCK SECTION {—'o' MIN- 20' 9„ .: . y a :: : :::: : ::: : : : : - :::::: : I GROUND PROFILE ­8" 0 PERFORATED PP'. CONUTROL STRUCTURE SEE DETAIL THIS SHEET. SOPT, WASHED ROCK NOTE. LR,\ 1 tl RIPAC. A, NOTE CALL 1- 800 - 424 -5555 BEFORE YOU DIG. STANDARD NOTE , AMMO xw W WIIWAA I m, me roowlm MCPAI sv.I TrtMe . 1.1 ", suasmmPm WNWl fort• SMA pNem Rx a3e: n9sl. %ms sae.'" ad M.IIII .. ryNfi ®tlm mbc ss Abe Ile" rw amlal syna"1 aPmmmn 123/4 ��a a T.`2 " MIN. COMPACTED DEPTH CL "B" ASPHALT CONE, PAVEMENT. 2 " MIN. COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). 6 "CL. "'B" BANKRUN GRA VEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N.T.S. Manhole Fmme are — Covet by Manufl il (See Detail) Scald Pion View If JU dal In ban PW[aP amu ,= We(c) In non- italgt Erato pRUent IWIMI WR laadllg by mElme"e. vellltlu � tr "tai M..1i frame a Canner all mbwa "wEb A. Em Man -T Wma onl" Section A -A M Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail Rim elevations to maW finished grade. HOPE neem ran beI M by ConbaCnr. HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRIENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X AID X 201 INFILTRATION WASHED ROCK SPECFlCA710N5 TRENCH W /6° PERE PIPE O S = 0.0% AND FILLED WITH WASHED ROCK. SEE DETAIL 100% PASSING 6" SIEVE SLOW. 80 -100% PASS( i 70 BE INSTALLED PASSING 1. I S PLED AT TIME OF SIEVE (BUILDING CONSTRUCTION. 0 -1091 PASSING SIEVE 0 -2% I" PASSING 1 ° SIEVE D.S. (TYP.T-, /- CLEANOUT 0 -1% PASSING #'200 SIEVE BUILDING I J11 .-- — /- - -�' / I 'INSTALL TEMPORARY MIRAFI SILT FENCE 6' A.D.S. , DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. 1­- 6• GROUND PROFILE GUTTER DEBRIS e- 0 PERF PIPE ® S =0.0% WRAP ENTIRE TRENCH WITHI BUILDING I FILTER FABRIC (GEOTEX 801 1.67' OR APPROVED EQUAL). I DOWNSPOUT —" Q SHED ROCK SECTION {—'o' MIN- 20' MtEtCEP-MAY RUN PARALLEL 70 BUILDING AS REQUIRED, IN TYPICAL INFIL_ 7RA7O TRENCH FOR APARTMENT BUILDINGS X�mmmE ARSON NO. 240 0].29.03 N.T.S. STANDARD f09 nLE 1'a1P \oEruLS\wso"\zmsTOw\zw.owp 2.07, 314" RADIUS ASPHALT 6" PAVING 10" 1 CONCRETE SIDEWALK DETAIL REWSm wTe 04.04.01 sr�. N.T.S. 5 ANSDOANRD NO. 115 409 nLE WYE MneA/emll/Iu 9„ .: . y a :: : :::: : ::: : : : : - :::::: : I GROUND PROFILE ­8" 0 PERFORATED PP'. CONUTROL STRUCTURE SEE DETAIL THIS SHEET. SOPT, WASHED ROCK NOTE. MtEtCEP-MAY RUN PARALLEL 70 BUILDING AS REQUIRED, IN TYPICAL INFIL_ 7RA7O TRENCH FOR APARTMENT BUILDINGS X�mmmE ARSON NO. 240 0].29.03 N.T.S. STANDARD f09 nLE 1'a1P \oEruLS\wso"\zmsTOw\zw.owp 2.07, 314" RADIUS ASPHALT 6" PAVING 10" 1 CONCRETE SIDEWALK DETAIL REWSm wTe 04.04.01 sr�. N.T.S. 5 ANSDOANRD NO. 115 409 nLE WYE MneA/emll/Iu APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 5 1 C Fi 111 F4 EMFM.i. I LM IL IFIED A HALT GRADE MIND IN 1 CAS$ D C P. C C 1 TA(h 1HVLL BE NIPPIER ;o PA 1t [0 "➢iro ,P F ST m] -T T 'PRE, OF I IN PIIUM ENT Fl ]CNNITAIDEVER IS JTE TER Vmr RIAL BE ASPIRE P 1G DAVID AIPaAL ARJD✓w"GOES n3 M IMNA1 O 17 L . IXTI TF( T z • '-� OF MACIIJUID I NIFF, C 7' cnFI`E ''Ll IVJO PER 2- F3E SERI, ,NE F ACT t TRELLIS 6Ai'PF14 PP,,CTFD PER a.1.2n PIE METPOO IT 1ewGIF l t @?IP JC. PNni- II NOC1k' I ON TIL IT1,RN .110X1. uP .1511'16 ILI, O.CE', E FLIPPING L 1 WI HE tt DEC AT", I CIS, NOT _n1nC. 11PLINC.T. CT DIAVEL DASE - I� COD PACTFD 959 + A A CS6- F MAXNUn DENSITY )I7 CRUSH ( C:STIrvF PEP.. 2 -013{1 d)D SURFASUO aIG�D TOP CWR: PAVF1AiNT TRANSIT 6..KPIIL 1' MIN_ COPPACLI DEC 11 O2_'(140C METHOD C il`IENI.H —L ,AVi iP1F!H NOTE, RE` i0FFA II\1,1 DET /AIL 1, AL'_ MATFRIALT ARM 11 HIP Arlo N5TRE- APAN DOE T KEPT DTALL BE N _GS RMAN , WITH THE fiIDC_ Jp. aa+D RD s E ICATTO 1,11 FM9, ",D,E 9 '1 rUND MUNCIPAL RONSTRUCTIO4 AS AECADED al' PUBLIC 10e1 CREEP ISO [TE14 V JET OF ALTS - TANPIIRGS. O^ DWJ 6P r [^1F .Ery 5 - :' - S 'J4 HOUSE INFILTRATION TRENCH NOTES. 1, ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND, IYARD AL BUILDING INFILTRATION TRENCH. LL XIV X 3'D X BOIL DISPERSAL CH W /6" PEKE PIPE ® S = 0.0% AND D WITH WASHED ROCK. SEE DETAIL WASHED ROC( SIECIRCA77ONS W. TYPICAL ALL LOTS. TO BE 100% PASSING 6" SIEVE LLED AT 77ME OF BUILDING 80 -1007 PASSING 4" SIEVE TRUCTION. (SIZED FOR 2,500 S.F.) 0-70% PASSING 1.5" SIEVE P.) �CLEANOUT 0 -2% PASSING 1" SIEVE 0 -1% PASSING #200 SIEVE to ^INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. F— 31 AGROUND PROFILE GUTTER DEBRIS 6" 0 RE" PIPE ® 5 =0.0% 3' WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 P8• OR APPROVED EQUAL), DOWNSPOUT' — WASHED ROCK i-- 2D' 3' GROUND PROFILE L 6" 0 PERFORATED 4" PIPE CI P OF T PIPE ®5 =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, RSON TYPICAL INFILTRATION D AssokcrATES TRENCH FOR A PARKING GARAGE 4401 South 66A Steet aim care 07,29.03 a.,,. PARSON Tacoma, Washin: B., 98409 N.i.S. STANDARD N 253 474- 3404 " `a' > \"LTUIS\IARANARoosmRMA2401. a •O• 240 1 JOB 8715 ER 11Z En D O � �W U 9„ IN 0/ c0dl , LR,\ 6"1" �" R CARSON EXTRUDED CONCRETE CURB DETAIL aAND ASSOCIATES Gad & .9"" South 661, Street 1401 O, Washington 98409 eersE" m,E 01.01.01 smM N.rs. (ARSON NO'• 112 Q 5(ANDARD EEL —a (4 153 474 -3404 p: \CEfuLA\LA�CX \Tmsmcns`ODT. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 5 1 C Fi 111 F4 EMFM.i. I LM IL IFIED A HALT GRADE MIND IN 1 CAS$ D C P. C C 1 TA(h 1HVLL BE NIPPIER ;o PA 1t [0 "➢iro ,P F ST m] -T T 'PRE, OF I IN PIIUM ENT Fl ]CNNITAIDEVER IS JTE TER Vmr RIAL BE ASPIRE P 1G DAVID AIPaAL ARJD✓w"GOES n3 M IMNA1 O 17 L . IXTI TF( T z • '-� OF MACIIJUID I NIFF, C 7' cnFI`E ''Ll IVJO PER 2- F3E SERI, ,NE F ACT t TRELLIS 6Ai'PF14 PP,,CTFD PER a.1.2n PIE METPOO IT 1ewGIF l t @?IP JC. PNni- II NOC1k' I ON TIL IT1,RN .110X1. uP .1511'16 ILI, O.CE', E FLIPPING L 1 WI HE tt DEC AT", I CIS, NOT _n1nC. 11PLINC.T. CT DIAVEL DASE - I� COD PACTFD 959 + A A CS6- F MAXNUn DENSITY )I7 CRUSH ( C:STIrvF PEP.. 2 -013{1 d)D SURFASUO aIG�D TOP CWR: PAVF1AiNT TRANSIT 6..KPIIL 1' MIN_ COPPACLI DEC 11 O2_'(140C METHOD C il`IENI.H —L ,AVi iP1F!H NOTE, RE` i0FFA II\1,1 DET /AIL 1, AL'_ MATFRIALT ARM 11 HIP Arlo N5TRE- APAN DOE T KEPT DTALL BE N _GS RMAN , WITH THE fiIDC_ Jp. aa+D RD s E ICATTO 1,11 FM9, ",D,E 9 '1 rUND MUNCIPAL RONSTRUCTIO4 AS AECADED al' PUBLIC 10e1 CREEP ISO [TE14 V JET OF ALTS - TANPIIRGS. O^ DWJ 6P r [^1F .Ery 5 - :' - S 'J4 HOUSE INFILTRATION TRENCH NOTES. 1, ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND, IYARD AL BUILDING INFILTRATION TRENCH. LL XIV X 3'D X BOIL DISPERSAL CH W /6" PEKE PIPE ® S = 0.0% AND D WITH WASHED ROCK. SEE DETAIL WASHED ROC( SIECIRCA77ONS W. TYPICAL ALL LOTS. TO BE 100% PASSING 6" SIEVE LLED AT 77ME OF BUILDING 80 -1007 PASSING 4" SIEVE TRUCTION. (SIZED FOR 2,500 S.F.) 0-70% PASSING 1.5" SIEVE P.) �CLEANOUT 0 -2% PASSING 1" SIEVE 0 -1% PASSING #200 SIEVE to ^INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. F— 31 AGROUND PROFILE GUTTER DEBRIS 6" 0 RE" PIPE ® 5 =0.0% 3' WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 P8• OR APPROVED EQUAL), DOWNSPOUT' — WASHED ROCK i-- 2D' 3' GROUND PROFILE L 6" 0 PERFORATED 4" PIPE CI P OF T PIPE ®5 =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, RSON TYPICAL INFILTRATION D AssokcrATES TRENCH FOR A PARKING GARAGE 4401 South 66A Steet aim care 07,29.03 a.,,. PARSON Tacoma, Washin: B., 98409 N.i.S. STANDARD N 253 474- 3404 " `a' > \"LTUIS\IARANARoosmRMA2401. a •O• 240 1 JOB 8715 ER 11Z En D O � �W U ICIS C) I ro O n h I Z a D � M U pJ W� m Q W 3 PC 0, of SO Q a 2 N O��3 ti V WV n v Q M N .w O �uJll ■J v Q� �S Q C o U Q O p'A N j, J J En 1D R Us Z O ct I, Q W Q) CL^ f v J c(() �/1 v) W 0 I MIDjj 44 oT .ASH., �1 3 0 4' n `�5 r Y� r:e � Y F AN _ �V DATE 11 -25 -73 S Aq Ssfo'a sN °�� DRAWING NO FRS1 81158ASE IN c0dl ICIS C) I ro O n h I Z a D � M U pJ W� m Q W 3 PC 0, of SO Q a 2 N O��3 ti V WV n v Q M N .w O �uJll ■J v Q� �S Q C o U Q O p'A N j, J J En 1D R Us Z O ct I, Q W Q) CL^ f v J c(() �/1 v) W 0 I MIDjj 44 oT .ASH., �1 3 0 4' n `�5 r Y� r:e � Y F AN _ �V DATE 11 -25 -73 S Aq Ssfo'a sN °�� DRAWING NO FRS1 81158ASE f I ��I�10 000 � 0 0 0 1 0 DRAIN O 0.50X (MIN.) b:59 PROPOSED *S AA9y _� *;p- 2.10 r_ 342.; 1 ` - -_ RIM -34250 RIM- 31,104 14gRIM =34166 �ti,; �.,, - -�.. LE- 310.10(6) - LE- 339.77(8') - FFr=344 00 YYY -,---S& , 6'ADS(N -12) ROOF 1 p DRAIN O 0.50X (MIN.) O O A / VEH HUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. i CONSTRUCTION NOTES O9' X 18' PARKING STALL (TYPICAL). O 9' x 18' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE TO BOTTOM OF SIGN. VAN STALL WILL ALSO STATE "VAN" PER ANSI A717 -1 CHAPTER 502.6 & IBC SECTION 1101.2.4. O 10' X 20' PARKING GARAGE STALL (TYPICAL). O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RSI. 50 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.32 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. © CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE.. PIPE ® 0.007 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSL O7 CONTRACTOR TO CONSTRUCT 20'L X 4'D X 6'W INFILTRATION TRENCH W/ 8. ADS(N -12) PERF. PIPE ® 0.002 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSI. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. LE- 741.00(8 I i r SET B S49'32'38'E 194.00' _.._. -_. _ .VI _. 0 a L $ - - I v r n I - II I I o I I o I I FRONT/Y SET BAG r. I I I I I I 45.E 341 � � r 47 �' -348 I r�"T1CL I ��I�10 000 oo�®O ®O 0 0 0 1 0 DRAIN O 0.50X (MIN.) b:59 PROPOSED *S AA9y _� *;p- 2.10 r_ 342.; 1 ` - -_ RIM -34250 RIM- 31,104 14gRIM =34166 �ti,; �.,, - -�.. LE- 310.10(6) - LE- 339.77(8') - 0 a L $ - - I v r n I - II I I o I I o I I FRONT/Y SET BAG r. I I I I I I 45.E 341 � � r 47 �' -348 I r�"T1CL -o- -jf 348 - -- 85LF 6- ADS(N -12) RC DRNN O 0.50% (AM) APPROVED FOR CONSTRUCTION BY: DATE: _ Dimcto,ofPubhf Works APPROVAL EXPIRES: SCALE: 1 " =20' II 0 10 20 40 YDN !TYPE RIM -3424 I.E- 340.35(,6 ) 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 LE- 339.71(8') /, co 56LF 8- ADSKN -12) ROOF DUN O 0.60X (MIN.) 5' 0 N 601F•- 6'ADS('N -12) ROOF DRAIN O 0.510X (MIN.) LEGEND ,W 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION )8( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 8115 0 U - Z N tl ti W W q W U (n Q W W tY 2 O Q U ro n v 0 M 3 Z CL O to U� WU m �3 W Z C O CE� Z N 2 O2U Z z 0 a 0 K d co ''^^ o M v Q M N 0 m TQ CT 3 C c U Zti co.J n �:t ZZ YQ QE J Q Q, Q- 0 V (O V �p DATE 11 -25 -13 DRAWING NC PG1 8115BASE -- 34319 ry: 8LF 8- ADS(N -12) ROOF 1 0 DRAIN O 0.50X (MIN.) b:59 PROPOSED APARTMENT .� - -- w BUILDING B" - O APPROX. ___-----344 FFr=344 00 YYY -,---S& , 6'ADS(N -12) ROOF 1 p DRAIN O 0.50X (MIN.) O O 4 PARK AREA 4G =344.2 �R5 I 85Lf�- 6- ADS(N -12) ROOF m - - - - DRAIN O 0.50% (MIN.) - __../� �} n 13LF 8- ADS(N -12) RO 346.27 DRAIN O 0.50X (MIN.) 4SO _ ------ ____________ ______- \W 5,- ;r;, -eJ+.i 'ti �. '•,, T 346.00 GO j �'`4* r ;L• RIM- 348.00 TW= 346.00 RIM - 348.00 LE- 34120(8) D TW= 346.50 59' xs 00 PROPOSED n �e �w ARRIp (� u T APARTMENT P. BUILDING "A" 14O APPROX. ap o F.F.= 346.50 7 No 9,S n 3 346.89 346.40 m 0 n RMI- 316.60 LE- 343.50(8 ) F10' -o- -jf 348 - -- 85LF 6- ADS(N -12) RC DRNN O 0.50% (AM) APPROVED FOR CONSTRUCTION BY: DATE: _ Dimcto,ofPubhf Works APPROVAL EXPIRES: SCALE: 1 " =20' II 0 10 20 40 YDN !TYPE RIM -3424 I.E- 340.35(,6 ) 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 LE- 339.71(8') /, co 56LF 8- ADSKN -12) ROOF DUN O 0.60X (MIN.) 5' 0 N 601F•- 6'ADS('N -12) ROOF DRAIN O 0.510X (MIN.) LEGEND ,W 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION )8( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 8115 0 U - Z N tl ti W W q W U (n Q W W tY 2 O Q U ro n v 0 M 3 Z CL O to U� WU m �3 W Z C O CE� Z N 2 O2U Z z 0 a 0 K d co ''^^ o M v Q M N 0 m TQ CT 3 C c U Zti co.J n �:t ZZ YQ QE J Q Q, Q- 0 V (O V �p DATE 11 -25 -13 DRAWING NC PG1 8115BASE PIPE TABLE PIPEFLENTHf RIM DISCRE77ON 1 9LF 6" PVC SOR 352 0 2.009 2 9LF 6" PVC SUR 352 0 2.00% 3 8LF 6" PVC SDR -35 0 2.007 4 8LF- 6" PVC SDR -35 0 2.007 5 11LF 6" PVC SDR -35 0 2.007 CLEAN OUT TABLE CO# RIM I.E.= 1 344.50 341.00 2 34600 341.00 3 345.00 340.41 4 344.50 340.41 5 345.00 340.15 6 345.00 340.03 * CONTRACTOR TO FIELD AD4UST RIM ELEVA71ONS CONSTRUCTION NOTES O7 CONTRACTOR TO INSTALL XERXES 6000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (8'0) AS SHOWN AND PER DETAIL ON SHEET SD2. O CONTRACTOR 70 INSTALL ORENCO DUPLEX PUMP PACKAGE (ORENCO MODEL P20 05 17 OR APPROVED EQUAL) IN 6000 GAL. S.TE.P. TANK/ PUMP CHAMBER PER DETAILS ON SHEET SD2. 3O CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON SIDE OF BLDG. "A" FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG. BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG. BY BRYANT. A /VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W,M. S.T.E.P. SYSTEM PLAN unurY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXIS71N G UTILITIES WHETHER SHOWN O THESE PLANS OR NOT AL POTHOLING THE G U77LITIES LIT AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U NEW LOCATE 0 1- 800 - 424 -55IC AND THEN POTHOLING ALL OF THE EXST. L UTILITIES S LOCARONS 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. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLIPABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE KITH D k _N THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEE h' WITH DOCUMENTATION SIGNED BY A P ROFESSIONAL 01 S LS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS QF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY7STATE REQUIREMENTS, , OMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUC77ON MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. STEP. TANK TABLE BUILDING SIZE (GAL.)DIA. FT INLET RIM OUTLET RIM INLET l.E. OUTLET I.E. TANK BOTTOM A TANK #1 1 6000 8' 345.0 1345.0 1 340.58 6" 340.35L6"I 334.0 B TANK #2 1 6000 18, 1344.5 1344.5 1 340.58(6") 340.3566") 334.0 JOINT LOW LEVEL TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. DIA. FT INLET RIM OUTLET RIM I INLET I.E. I OUTLET I.E. TANK BOTTOM A & B 6000 PROPOSED 2" STEP SERVICE VALVE 8' 345.15 345.50 1339.91(5") 1,341.75(2") 334.0 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. PROPOSED 2" STEP SERVICE (LIQUID LEVEL) PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK � 338.30 338.80 1 339.18 1 339.30 339.68 339.80 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL 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 BLOCK Im 1 0 S' `4 3 B 0 z 3 S F O N 1 x \ 8115 LEGEND --R, 4 PROPERTY LINE -ffIW -- R7W 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 -. -. EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE D -D EXISTING STORM MAIN U EXISTING SANITARY SEWER MANHOLE 5'- - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN CJ- EXISTING POWER POLE 11 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT -W EXISTING WATER MAIN ® PIPE NAME BLOCK Im 1 0 S' `4 3 B 0 z 3 S F O N 1 x \ 8115 v O M a � N I I Q U 2 "VJ � `V C e O x � W �D W 3 U � 0 o z z OL oN 2 r'1 U� m Q w� ZCm 0 Q zN� c ''^^ 0 v O M ^M V Q N m O "VJ � `V C e U Q Z �I 1 ^V' v / CL DATE 71 -25 -13 DRAWING STP II8715BASE EX SIDEWALK CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2° STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. O2 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. RI VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. 2 PARK /OPEN Q„ SPACE AREA t , I i i i I , i F.M. ' FC M STUB IX. ',.. ,, ,, I t y CL OF DRIVE Q 3 Wt Q BUILDING "A c� � ' t o - __..� a DRIVE. — N 0 VERTICAL DATUM lP THURSTON COUNTY EXISTING CONTOUR NGVD 29 EXISTING EDGE OF PAVEMENT moo+ t EXISTING STORM MANHOLE CASED CONCRETE MONUMENT WITH BRASS EXISTING STORM MAIN m ' W, NO a p ELEV. 347.21 EXISTING SANITARY SEWER MAIN t EXISTING CATCH BASIN TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES EXISTING POWER POLE t EXISTING WATER GATE VALVE W w ALIGNMENT A' PLAN VIEW W I t m t , I i i i I , i F.M. HORIZONTAL SCALE -f° =10 I I I I R?POSED 5 IO TO EX I L I PROPOSED 4' CONCRETE SIDEWALK CONCRETE clnr S4S 4560 STA. 1 +96.05 = CE INTERSECTION "ENTRANCE & PARKING ALIGNMENT A -� IOLF 2' PVC(IPS 11 69LF 2' PVC(IPS 1120 SDR 21 (CL-200), SOR 21 (CL-200) p DUMP5T9 eP` n TA FAD ° R6- 1 +95.78.8.9'RT LE.�3M.B9 >'AREA n - INSTALL: 1 -s5 BEND 1HRUST 13LOOK f SJ by I 347.04 1 - { - --15' FRONT YARD SET BACK I 90 47.27 h6 I a 9/y n I Ynl I FC M STUB IX. ',.. ,, ,, m a PROPOSED GRADE y CL OF DRIVE Q 3 APARTMENT Q BUILDING "A c� � ' t o - __..� a DRIVE. — N 0 VERTICAL DATUM lP THURSTON COUNTY EXISTING CONTOUR NGVD 29 EXISTING EDGE OF PAVEMENT moo+ t EXISTING STORM MANHOLE CASED CONCRETE MONUMENT WITH BRASS EXISTING STORM MAIN � (�� j '.e � NO a p ELEV. 347.21 EXISTING SANITARY SEWER MAIN �! EXISTING CATCH BASIN TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES EXISTING POWER POLE e � EXISTING WATER GATE VALVE ----- - - - - -- ALIGNMENT A' PLAN VIEW HORIZONTAL SCALE -f° =10 I I I I R?POSED 5 IO TO EX I L I PROPOSED 4' CONCRETE SIDEWALK CONCRETE clnr S4S 4560 STA. 1 +96.05 = CE INTERSECTION "ENTRANCE & PARKING ALIGNMENT A -� IOLF 2' PVC(IPS 11 69LF 2' PVC(IPS 1120 SDR 21 (CL-200), SOR 21 (CL-200) p DUMP5T9 eP` n TA FAD ° R6- 1 +95.78.8.9'RT LE.�3M.B9 >'AREA n - INSTALL: 1 -s5 BEND 1HRUST 13LOOK f SJ by I 347.04 1 - { - --15' FRONT YARD SET BACK I 90 47.27 h6 I a 9/y n I Ynl I FC M STUB IX. ',.. ,, ,, m a PROPOSED GRADE y CL OF DRIVE Q 3 APARTMENT aW BUILDING "A c� w EXISTING GRADE 0 ..._ - __..� a DRIVE. — PVC(IPS 112P SOR 21 IJ 4 2" WA CROSS 12" ALIGNMENT A' HORIZONTAL PRORLE VIEW VERTICAL SCALE: 1 " =2' I —To 1 � -- - -Q 1 18 TYP.— 34E---- L-------- FLOW ARROW TYP_ - - - il TW= 346.00 AREA APPROVED FOR CONSTRUCTION BY: DATE- Director of Public Works APPROVAL "'. SCALE: I"=10' FC M STUB IX. ',.. ,, ,, !.1,x.,15' BEND BLOCK �.'..... y PROPOSED Q 3 APARTMENT PROPOSED SANITARY SEWER MANHOLE BUILDING "A PROPOSED 2" STEP SERVICE .;THRUST PROPOSED 2" STEP SERVICE VALVE r w1 In N 0 VERTICAL DATUM lP THURSTON COUNTY EXISTING CONTOUR NGVD 29 EXISTING EDGE OF PAVEMENT BM: 1252 EXISTING STORM MANHOLE CASED CONCRETE MONUMENT WITH BRASS EXISTING STORM MAIN CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. EXISTING SANITARY SEWER MANHOLE ELEV. 347.21 EXISTING SANITARY SEWER MAIN 0 +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' HORIZONTAL PRORLE VIEW VERTICAL SCALE: 1 " =2' I —To 1 � -- - -Q 1 18 TYP.— 34E---- L-------- FLOW ARROW TYP_ - - - il TW= 346.00 AREA APPROVED FOR CONSTRUCTION BY: DATE- Director of Public Works APPROVAL "'. SCALE: I"=10' TW= 346.50 0 5 10 20 -- RfM' -- — — — — y PROPOSED Q 3 APARTMENT PROPOSED SANITARY SEWER MANHOLE BUILDING "A PROPOSED 2" STEP SERVICE APPROX. PROPOSED 2" STEP SERVICE VALVE F.F.= 346.50 a 0 VERTICAL DATUM PROPOSED CONTOUR THURSTON COUNTY EXISTING CONTOUR NGVD 29 EXISTING EDGE OF PAVEMENT BM: 1252 EXISTING STORM MANHOLE CASED CONCRETE MONUMENT WITH BRASS EXISTING STORM MAIN CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. EXISTING SANITARY SEWER MANHOLE ELEV. 347.21 EXISTING SANITARY SEWER MAIN CONTOUR INTERVAL =2' EXISTING CATCH BASIN TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -- ll%lb PROPERTY LINE R/W LINE -- RfM' -- — — — — 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 EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE D0 EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE �- - -� EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE IV EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN s115 O W I I J - U Z o x 1 w �D Y V Q LU O Q U U u) 0 3 2 a UM W� m L4 m � d 2 N oe(5 CDO V, � M QM N 0 d m `V d C c U Q rOZ V, � U t0 o c J w Q J 'Z ct W CL Zi J Q Q a- \3 DATE 11 -25 -13 DRAWING NO. S1 8115BASE 11 SHEET 12 OF 12 STA. 0+00.00 - ALIGNMENT "B" CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SO2. O2 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. O SEE SHEET "STP" FOR S.T.E.P. TANK DESIGN. H II v' s 90 s ; F � 1 I 69 I ' r r i I � x„3,46.72 ' $TA•6`41.-$-9 I. STALL- 8 + 1 INSTALL• ' 1-45" BEND THRUST 'BLOCK k69 IOLF 2' P%V PS 1)20 p SOR 21 (CL,200)) i1 w LE�081 iN I S 7HRUST OCIC 11 1. I I ; I A I i I I TW =347.0 - - --- I F >ROPOSED TW= 346.50 I APARTMENT BUILDING "A" APPROX. F.F. = 346.50 352 _- 350 RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. 3 1+83.74; AT F LL ;T BLOCK 342 r 111, I /--PROPOSED 5' CONCRETE SIDEWALK 's I p' I I � I I GNMENT "B" & "A" SOR 21 (CL -200)) 1 +00 I I I I I I I I I I I I I I I I I M 43'9. '� I I I III I I I o9c l I m l I I I I a.Q I I I 1 I I I I I I I�I I I I 344.40 PROPOSED 5 CONCRETE SIDEWALK .27 iW= 344.45 1 PROPOSED 4 I APARTMENT PARK AREA BUILDING "B" ALIGNMENT 'B" APPROX. PLAN KEW F.F.= 344.00 HORIZONTAL SCALE: 1 =10 & ALIGNMENT 1 MAX, SLOPE 2 I 0 0 L I i 1 i 334 LE.-=64 STA: b451.84:7'RT 338 ____ -. __ -._ - -_ 8d7 CONTRACTOR TO -- - -LE- 34024— BVOBU- - INSTALL: LE- 339:75 LI I -45' BEND INSTALL- SHORN d PER STD. 1-45' BEND THRUST BLOCK ',... THRUST DETAIL 7 -20 ON '.. PROPOSED 2" STEP SERVICE BLOCK SHEET SDI. PROPOSED 2" STEP SERVICE VALVE 12LF 2' PWIPS 7120 SOR 21 (CL-200) 336 334 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT'S" PRORLE KEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Direcm, of Public Woks APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 70 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 -- -.%t— o N v " -' - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER ro PROPOSED CONTOUR r EXISTING CONTOUR N EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE N m ILI M O M ro r0 EXISTING CATCH BASIN EXISTING POWER POLE H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT ^ ^ r'l O N M r7 M M M M M M M M N r-� M r7 M 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 +60 1 +70 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT'S" PRORLE KEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Direcm, of Public Woks APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 70 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 -- -.%t— PROPERTY LINE DATE 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 -.- - EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D - -D EXISTING STORM MAIN _ EXISTING SANITARY SEWER MANHOLE S _ EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN JOB NUMBER 8115 O � I I U � Z o o p Y � 3 U w � z O O U ro 3 Z L d oIn M U m W � m W3 Zip U, U N O��3 ''^^ c V, M W� P F � v Q M 0 Q CT 3 C c U a z 0^^±± T wM LLJ W wt 1` O or LLJ z� J Q Q J Ig DATE 71 -25 -13 DRAWING NC S2 8115BASE SHEET 1.� OF1: GENERAL SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF ME STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSOOT /APWA). 1. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF HELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY FIGHT -OF -WAY, ME 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. RTE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE PUT OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE 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 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS B. 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 ADDIRON,STEP 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 WIRE SHALL BE FURNISHED BY THE CONTRACTOR, 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED I21ABOVE 'OF 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). it 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 BY THE CONTRACTOR DURING 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 (MUTCO) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES, 15. ANY CHANGES TO THE 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 THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17.. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS, 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "M-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL IF 5031 -0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. 20. INSPECTIONS FOR ONSHE 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 LOCA77ON B) TANK INFILTRATION, E %FILTRATION TEST C) SS. PRESSURE TEST D) 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. INSPECTION GUIDE FOR S.T.E.P. SEWER INSTAL.ATION Mwl cr SUBMITTED TO THE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT. THE CITY OS YELM SEWER DEPARTMENT WILL PERFORM THE FOLLOWING REQUIRED INSPECTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR RED.) 2) LEAK TEST TANK (2 HOURS, NO LOSS) 3) PRESSURE TEST SERVICE LINE (70 P. 51. WATER ROR T MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING WIRE RES) 5) A FINAL INSPECTION IS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. A RECORD DTpAWING IS REQUIRED BEFORE SYSTEM CAN BE EXCEPTED, WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 TRIPS DO THE SITE IF POSSIBLE. 24 HOURS NOTICE IS REQUIRED FOR INSPECTION, WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: 458 -8411 IF NO ANSWER LEAVE A DETAILED MESSAGE. FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) i "31/9 ALL LIDS 2' MIN FINISH GRADE TYP SLOPE TO (TYP) 14 GAUGE COPPER TO WIRE, 2' -0" ///��� PVC RISER, TAIL INTO RISER �OC., OR SYSTEMS, INC., OR SYSTEMS, — ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON-- TRAFFIIC BEARING TANKS) NOTE.. RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMPP VAULT INSTALLATIONS RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. TYPICAL RISER APPROVED DWG. NO 7 -18 PUBLIC WORKS DIRECTOR DATE DES 0. A JY I LEG I TP 1 4/2007 RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. EDGE OF 2' WAIL:R TIGHT BWb. CAP TYPICAL IN PROTECTED AREAS NON- PROTECTFO AREAS (LAWNS, ETC.) ABOVE TAIL / REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND — EXISTING GROUND — id GA. COPPER TONING WERE WRAP ONCE AROUND CLEANOUT STANDPIPE PVC C, O.- NEW 4' PVC SEWER TOP OF STEP TANK DOUBLE LINE (TYP) (3034) SOITAL" TEE - 2Y. SLOPE TD TANK FROM C = -- �yy(, -- INLET BAFFLE FERNCD COUPLING OR _ APPROVED EQUAL FETING O CO U PUNG OR APPROVED EQUAL TYPICAL CONNECTION APPRO DWG. NO. lr 7 7 PUBLIC WORKS DIRECTOR PATE DES UWN. T CKD. DATE JY JEG TP 4/2007 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RESTORATION SURFACE SURFACE ipLNNE55 SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE IT YP. FINISH GRADE CRUSHED C CRUSHED SURFACE SELECT BACKFILL fIN15N GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95S SMOOTH! k CONSBiAN} w �1 / / BACKFILL SEE N1}H EYISPNG 0.C. PAYEMiNT 3 MIN. GRACE q A.C. SELECT BACKFILL FlMA1 ROAOWAT 10 RESTORATION TABLE PAVING OVER d" CRUSHED AIAS OvEH ptA4EL BASE yyRFgQ TLp COURSE COMPACT TO 95S - / SLOPE STEEP AS POSSIBLE SICPES SXALL MATCH � CONCRETE SURFACE MATCH FYJSTNG -SEWER LINE MATCH EXISTING FINISH (DRIKWAY /51DEWALN) PIPE BEDDING FOR COMPACT TO 95S MATURE. AND GRACE. FLEXIBLE PIPE HYDflO5EE0/ PLANTINGS PIPE O.D. e� OVER P MIN. ItPf A NATIVE BgCKfILL S.IODIN k CW55ipNi TOP son COMPACT TO BSS PIPE 0 -0- MOUND BACI(fEL UNIUPgOV£D ,,ACE W BACKFILL 2 ABOVE EXISTING Cd.IPAO TO BSS GRADE k SMODn1 CSRC = CRUSHED SURFACE BASE COURSE csTB - CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCHDwG. APP No. 7 -3 PUBLIC WORKS DIRECTOR DATE WN. CKD. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 SURFACE ipLNNE55 BACxpLL/ COMMENTS/ TYPE CdAPACTION REOMNiS OTTER REWIRENENTS CRUSHED C CRUSHED SURFACE SELECT BACKFILL fIN15N GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95S SMOOTH! k CONSBiAN} ._ N1}H EYISPNG 0.C. PAYEMiNT 3 MIN. GRACE q A.C. SELECT BACKFILL FlMA1 ROAOWAT 10 PAVING OVER d" CRUSHED <WPORM TO ALL E %ISTN OvEH ptA4EL BASE yyRFgQ TLp COURSE COMPACT TO 95S GRABES AND WgOS SICPES SXALL MATCH CONCRETE SURFACE MATCH FYJSTNG SELECT BACKFILL MATCH EXISTING FINISH (DRIKWAY /51DEWALN) CONCRETE HIGHNESS COMPACT TO 95S MATURE. AND GRACE. HYDflO5EE0/ PLANTINGS FINISH GRADE SHALL BE LAWJ /LANDSCAPE OVER P MIN. ItPf A NATIVE BgCKfILL S.IODIN k CW55ipNi TOP son COMPACT TO BSS MTH ExlsnNC GRADE NATIVE MOUND BACI(fEL UNIUPgOV£D ,,ACE N/A BACKFILL 2 ABOVE EXISTING Cd.IPAO TO BSS GRADE k SMODn1 MANHOLE RING AND COVER. CONCRETE COLLAR 14 GA. COPPER TONING WIRE 2' -D" TAIL INTO RISER — CONTRACTOR TO EPDXY TWO I" PVC PIPE PIECES I" LONG TO FIBERGLASS LID FOR LIFTING `COMPACTED BACKFILL -RISER W1TH FIBERGLASS LID ORENCO SYSTEMS, INC., OR EQUAL. 21' PVC RISER REQUIRES 24' RIND k CAST IRON COVER 24" PVC RISER REQUIRES 30" RING & ALUMINUM COVER 30" PVC RISER REQUIRES 36' RING & ALUMINUM COVER TRAFFIC BEARING LID P;� _� �`_- DWG. NO. BUC WORKS DIRECTOR DATE 7 -1 DES. CKD. JY JEG TP COMIC 4/2007 APPROVED FOR CONSTRUCTION BY: Director of Public Works APPROVAL EXPIRES: FI NISHED G 30 "m RISER ALARM HIGH LEVEL � LAG ON /OFF (6.5" DRAWDOWN ON TO OFF) 6 I LEAD ON /OFF B _ n (4.5" ORAWDOWN ON TO OFF) 6' a LOW LEVEL ALARM REDUNDANT OFF w 000 � 6' PVC PIPE ASTM D - 3034 !WHITEY_ 2`m -90 ' BEND o /SCH 40 PVC PIPE FROM - VALVF W /SOLVENT WELD JOINTS, PIPE TO BE SAME SIZE SEWER MAIN d4 ®Y O G EACH WAY TOP DRIP 1/2' 25" 6° MIN. BEDDING FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ APPRO DWG. NO PVC PIPE WITH THREADED PLUG 7 -14 PI/BLIC WORKS DIRECTOR OaTE DES WN. CKU. DA JY JEG TP 4/2007 RICH N0. 910 VALVE BOX, OR EWAL WITH COVER MARKING TO READ "SEWER` (NP.) HOLE OR SLOT FOR WIRE GALE VALVE SHAH. BE SAME SIZE AS MAIN (MJxMJ) INC PoRE CONNECT TO MAINLINE USE EXPANSION FITTINGS AS REQUIRED VAI VE NUT EXTENTIONS REQUIRED TO BRING NUT TO WITHIN 24' OF THE SURFACE TYPICAL END OF LINE CLEANOUT APPRO -gyp-} UWG. NO _ 7 -20 PUBLIC WORKS DIRECTOR DATE JY I LEG f4/2007 13 SD1 )I 8715 II J U Z Z O Ol DID 2 j U W U � 3 U O O U O Z (1 � U7 U� W � LT] W Z � � m CIS� Q � 7 2 O h � ti IO CD V Q ^ M N m O V a� "O C U Z �O U b Lu Cn V J Z O IW 'f `mil U I� W O DATE 17- 11 - -13 )RA WING N( 87758ASE HEET jq OF L' O Z (1 � U7 U� W � LT] W Z � � m CIS� Q � 7 2 O h � ti IO CD V Q ^ M N m O V a� "O C U Z �O U b Lu Cn V J Z O IW 'f `mil U I� W O DATE 17- 11 - -13 )RA WING N( 87758ASE HEET jq OF L' rrrn om arr vrr err vrr vrr arc vrr w+lr uExrelPn oN 1 z OnenT SYsl8R18® Imapo,.IW noNnN z'vr 814 AWAY AWHILE � SDTHERUV, OREGON PVC RiSer with Grommets _ (bond to tank adopter with 6 NU OE PONnN. 1 2'x16' 1 A.Gy Ground Away from Rlser — Fiberglnss Gasketed Lid with e Sloinle55 Steel Bolt9 (541) 459-4449 -- Ep -a -se Di Q w PVC SpYCe Box -- � s FPBSINIU:: O U �A;°A�«ro'an�R ea a Flexible hoses (2) (541) 459 -288+ + COnduil to - u conce e rw 0 8 3 .4 d.. a 4 9,000 PSr WNCRETE a. 6 .a c¢rr, rt rs Al.. SCALE: 1/2 t (� I° XERXEV CORPORATION DEADMEN ANCHOR PDINt ASSEMBLY e' TANKS Rem, 1 -99 °' "° S10 -T9P RI VEf� HU/V APAF�TME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNC,. 1 E, W.M. Llould Level v -- Ievo1 Control ''— 0ot Assembly C k Volvo (optiond) !- - -- Ve I Inlet Ports -"— Fl Inducer (2) �'- - -- - 0 Ellluedl Pump -- min Port -- filter Crutudga — BiotuboO Pump Voull NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL TABLE FOR FEEDER WIRE RUN VARE SIZE MAXIMUM DISTANCE df 2 AM COPPER 150 FEET d10 AWG COPPER 250 FEET d8 AWC COPPER 350 FEET _A Duplex Effluent Pumping z Z System OnenT SYsl8R18® Imapo,.IW 814 AWAY AWHILE � SDTHERUV, OREGON PVC RiSer with Grommets 97479-012 (bond to tank adopter with Q) NU recommended adhesive) 0 A.Gy Ground Away from Rlser — Fiberglnss Gasketed Lid with rEIEPbOh£: Sloinle55 Steel Bolt9 (541) 459-4449 -- Discharge nssembly Di Q w PVC SpYCe Box -- � s FPBSINIU:: O U with Cord Grips Flexible hoses (2) (541) 459 -288+ COnduil to - Control Panel Effluent Discharge Conduit Seal- - Inlet lee -� Tank Ada ter. Last or KuRad)— Llould Level v -- Ievo1 Control ''— 0ot Assembly C k Volvo (optiond) !- - -- Ve I Inlet Ports -"— Fl Inducer (2) �'- - -- - 0 Ellluedl Pump -- min Port -- filter Crutudga — BiotuboO Pump Voull NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL TABLE FOR FEEDER WIRE RUN VARE SIZE MAXIMUM DISTANCE df 2 AM COPPER 150 FEET d10 AWG COPPER 250 FEET d8 AWC COPPER 350 FEET tat[ arcwncA norv;. r UN FROM POWER SOURCE NOIE'. PANEL SIZE MAY VARY DEPENDING ON MANUFACURER -DECAL - SEE SPECIFICATIONS ,BOLD 18PT. LETTERING �PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM - -ALARM LIGHT AND SILENCE BUTTON ,"c, B -d,z TO STEP TANK - SIMPLEX 1'2 "C, 13 -X12 TO STEP TANK - DUPLEX 1'2 "C, 11 -d12 TO STEP TANK - TRIPLEX AUUI NUNAL INFORMATION). III �.aw TYPICAL PUMP CONTROL PANEL APPR _ DING. N0, PUBLIC WORKS DIRECTOR DATE D€ D KD. 'AIL JY JEG TP 4/2007 Go —r-- . r NATIVE OR SELECT 1O f BACKRLL AS DIRECTED BY - ENGINEER. �:�:���•�-: "n'� -e :•rr !° . MIN. VOA V F O PE DOING MATERIAL FOR FLF %ISLE PIPE (SECTION 9 -03.16 wSpOT 1899 STANDARD SPECIFICAl10N S) CITY OF YELM DEPT. OF PUBLIC WORKS FIBERGLASS TANK BEDDING APPROVED pWG. NO. • �' 7 -16 PUBLIC WORKS DIRECTOR DATE - CKO. PATE JY JEG TP 4/2007 0'11 II 8775 II J z Z FROM POWER SOURCE NOIE'. PANEL SIZE MAY VARY DEPENDING ON MANUFACURER -DECAL - SEE SPECIFICATIONS ,BOLD 18PT. LETTERING �PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM - -ALARM LIGHT AND SILENCE BUTTON ,"c, B -d,z TO STEP TANK - SIMPLEX 1'2 "C, 13 -X12 TO STEP TANK - DUPLEX 1'2 "C, 11 -d12 TO STEP TANK - TRIPLEX AUUI NUNAL INFORMATION). III �.aw TYPICAL PUMP CONTROL PANEL APPR _ DING. N0, PUBLIC WORKS DIRECTOR DATE D€ D KD. 'AIL JY JEG TP 4/2007 Go —r-- . r NATIVE OR SELECT 1O f BACKRLL AS DIRECTED BY - ENGINEER. �:�:���•�-: "n'� -e :•rr !° . MIN. VOA V F O PE DOING MATERIAL FOR FLF %ISLE PIPE (SECTION 9 -03.16 wSpOT 1899 STANDARD SPECIFICAl10N S) CITY OF YELM DEPT. OF PUBLIC WORKS FIBERGLASS TANK BEDDING APPROVED pWG. NO. • �' 7 -16 PUBLIC WORKS DIRECTOR DATE - CKO. PATE JY JEG TP 4/2007 0'11 II 8775 II J z Z a -03.16 wSpOT 1899 STANDARD SPECIFICAl10N S) CITY OF YELM DEPT. OF PUBLIC WORKS FIBERGLASS TANK BEDDING APPROVED pWG. NO. • �' 7 -16 PUBLIC WORKS DIRECTOR DATE - CKO. PATE JY JEG TP 4/2007 0'11 II 8775 II J z Z a � Q) NU 0 0 W Di Q w w � s O O U 0'11 II 8775 II J z Z a � Q) NU 0 0 W Di Q w w � s O O U O O Z � a � to 2 � U � W � m W� Z 0 ~�Q N U C c m I n V Q ^ M O) C% O j`ul/�,J Q CJ 3 `CJ a C � 0 U a Z v / O wlzv LLJ \C / T Ld CL N co Q � J W Q DATE 17-25-13 452 I BET�OF131I 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 WD) & 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. O 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 WD1. © CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY AS SHOWN AND PER DETAILS ON SHEET WD2. OCONTRACTOR TO INSTALL TYPICAL 72LF^- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT AA' HORIPLANGVIEW D V1 -ov Utyv Itvv I +IU 1 +2U "1 +J% 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT °A A )DROF /LE VIEW HORIZONTAL SCALE.. 1 " =10' VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION JOB NUMBER 11 FEET L¢ OF1 8115 BY: DATE: Duw., of Public Wok APPROVAL -O \ z EXPIRES: 0 z RK AREA 0 Lo 0 Y w w Q a = 0 0 u ro n 0 M i 0 M h 3 Z d oM UM Qm W ttl SCALE: 1 " =20' 0 10 20 40 � y 2 OPOSED ARTMENT ILDING "A" z PROX 6.50 VERTICAL DATUM o THURSTON COUNTY d NGVD 29 d BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSEC77ON OF YELM AVE, & TAHOMA BLVD. '^ ELEV. 347.21 VWWi n CONTOUR INTERVAL =2' F TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES Q M N. m 0 v m LEGEND �Q �— PROPERTY LINE V —4I— R/W LINE UU YI Q — — — — EASEMENT LINE ADDITIONAL 10' UTILITIES EASEMENT O m PROPOSED IRRIGATION METER N w PROPOSED FIRE HYDRANT o b ® PROPOSED WATER METER IM-1P PROPOSED WATER MAIN V7 PROPOSED SIDEWALK U v PROPOSED SHOULDER v - -- 456 - -- PROPOSED CONTOUR -0 - EXISTING CONTOUR - -- - EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN (� EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN U- EXISTING POWER POLE w w fJ EXISTING WATER GATE VALVE � J EXISTING FIRE HYDRANT w •• . EXISTING WATER MAIN O J Q Q J BLOCK pad 8 \� °F 8806 4. T i Po ST Fq. ,4r"4= .:: x °� J DRAWING NO W1 8715BASE 11 FEET L¢ OF1 CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF— 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI & WD2. 2O 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 WD) & WD2. OCONTRACTOR TO INSTALL (1) 2" BLOW OFF ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD2. ® 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 WDz O CONTRACTOR TO INSTALL TYPICAL 72LF— 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & W02. I I I i I S I � I I I 4s.n I I I I I ati I MRS 352 348 346 344 342 RA lovFjr ST p +59.49 F INTGRSECTIO� ALIGNMENT "B" & PARKING ALIGNMENT "A" I I i 3 i I I i I I I i I I i I � I I I { I I � - 345. 345.9: TW= 346.50 PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 A / VEH HUN APAF)TME/VTS NE 114, SE 1/4, SEC 24, TWN 17 N., RNG. 1 E., W.M. I' ltg=, IC FHB* 338 -_ -- - = - -- - - -- _.... I 336 lZi A4 I MUMS, 1i-aFF «Ti�FE�IHvRANT SP�LY. TH W � RAW -17Lr -r vV(a -150) WAM? ww 9' - \ _ _ _ _ _ & ALIGNMENT "C" LEGEND Tlj�t PROPERTY LINE 43 4'x'9 R7W LINE PROPOSED 5' I I I i I I CONCRETE SIDEWALK PROPOSED IRRIGATION METER X% PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W----W 334 , I PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR a56 - EXISTING CONTOUR �I i QD EXISTING STORM MANHOLE I EXISTING STORM MAIN ((1 EXISTING SANITARY SEWER MANHOLE N ! biro 6 � M..,N I EXISTING WATER GATE VALVE I I ! I I I I I 1-*QA VALVE I I I BLOW I I _L IXF 4- F14(CL -130 JiAMT "I I • I y' I I �� `, ,, � o O r N o m I I cp M M ^ O 344.40 t0 M zNF-s• Poc(CL-1w STA. 1+0=14 T r 43.45 12.1 MAX. SLl c0 WA71M AIM a' . O STA.•O+C0. 201T f II 5 1 TAVJST MSTAIL �, \ i 11 lZi A4 I MUMS, 1i-aFF «Ti�FE�IHvRANT SP�LY. TH W � RAW -17Lr -r vV(a -150) WAM? ww 9' - \ _ _ _ _ _ & ALIGNMENT "C" ¢ OF DRIVE ! \ ,'-3.249, ! __ 1 i LEGEND Tlj�t PROPERTY LINE 43 4'x'9 R7W LINE I — — — — I I M I S I I I m PROPOSED IRRIGATION METER X% PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W----W 334 PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR a56 - EXISTING CONTOUR �I i QD EXISTING STORM MANHOLE 343.0 0 EXISTING STORM MAIN ((1 EXISTING SANITARY SEWER MANHOLE N ! N''. 6 � M..,N I EXISTING WATER GATE VALVE I I ! I I I I I EXISTING WATER MAIN I I I I I I I I I I d.. � o O r N o m m cp M M ^ O 344.40 t0 W M M PROPOSED 5 CONCRETE SIDEWALK 43.45 12.1 MAX. SLl c0 N] a' . O T = 344.45 TW= 343.95 B 3 j PROPOSED so PARK AREA APARTMENT BUILDING °B" ALIGNMENT lY APPROX. PLAN VIEW F.F. = 344.00 HORIZONTAL SCALE. 1"=10' v N 4 Q ' I XISTINGI GRADE ® DRIVE. \ PROPOSED GRADE ¢ OF DRIVE ! \ ,'-3.249, ! __ 1 i ALIGNMENT •B° PROFILE VIEW HORIZONTAL SCALE. 1 " =10' VER77CAL SCALE. 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director oCPUblic Works APPROVAL EXPIRES: SCALE: 1 " =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 Tlj�t PROPERTY LINE W2 R7W LINE "I, — — — — EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER X% PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W----W 334 PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR a56 - EXISTING CONTOUR EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D —D EXISTING STORM MAIN ((1 EXISTING SANITARY SEWER MANHOLE N O N''. 6 � M..,N �..�D EXISTING WATER GATE VALVE r,.0 EXISTING FIRE HYDRANT %l .. EXISTING WATER MAIN d.. N N O r N m m cp M M ^ O r7 t0 W M M O OJ n c0 N] a' . O 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 +60 1 +70 ALIGNMENT •B° PROFILE VIEW HORIZONTAL SCALE. 1 " =10' VER77CAL SCALE. 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director oCPUblic Works APPROVAL EXPIRES: SCALE: 1 " =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 REVISION BLOCK DESCRIP71ON 0 x115 a z o Q) W u 0 0 Y � 3 w � _ O � U N 0 z CL o� UO3 W m m w 3 ZOO It c d 2 N U V, W� v F0 N 0 v �9 rn C g � Q Z .J N g� w LLj m J w O Z ct ( W CL V 7 J Q Q J 1,13 LEGEND Tlj�t PROPERTY LINE W2 R7W LINE "I, — — — — EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER X% PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W----W PROPOSED WATER MAIN PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR a56 - EXISTING CONTOUR EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D —D EXISTING STORM MAIN ((1 EXISTING SANITARY SEWER MANHOLE - .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN { - EXISTING POWER POLE N EXISTING WATER GATE VALVE �. EXISTING FIRE HYDRANT %l .. EXISTING WATER MAIN REVISION BLOCK DESCRIP71ON 0 x115 a z o Q) W u 0 0 Y � 3 w � _ O � U N 0 z CL o� UO3 W m m w 3 ZOO It c d 2 N U V, W� v F0 N 0 v �9 rn C g � Q Z .J N g� w LLj m J w O Z ct ( W CL V 7 J Q Q J 1,13 DATE 11 -25 -13 W2 DRAWING NO 6115BASE HEET)Z OF15 GENERAL WATER NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF TEEM STANDARDS AND THE 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 Y M. PRIOR i ANY WORK 0 EL TO 0 K COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR PREC UCTON MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES I OF NVOLVED D Un UTILITIES. AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT 360 458-8410 T DU TH ( ) 0 SCHEDULE THE MEETING. E CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: PO!. YVINYL 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 RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 301(5)8, POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA GROG, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE BOB OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AMA C905 WALL THICKNESS EQUAL TO OR GREATER IRAN THE SDR OF 18. DUCTILE IRON PIPE (DIP : DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL E 1. L B 1116 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA SIX-INCH 4-90 AND MEET THE REQUIREMENTS OF WSDOi STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH flRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE NR (NON RISING - 5 V R G STEM WITH O RINGS SEALS. VALVE ENDS SHALL LL MECHANICAL JOINT OR ANSI FLANGES, VALVES SHALL CONFORM TO AMA VA VALVES TO. 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 AVK HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION NOTE 1, T ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. TIE 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 EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE -OF- SINGLE CONDUCTOR OR EQUAL), WARPED AROUND THE PIPE, BROUGHT UP AND TED OFF AT VALVE BODY ALL MBE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WERE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL INTO) AS REQUIRED IN ACCORDANCE WITH MUTED. 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 THE CURB MER AN EMBOSSED "W' 1 14 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -800- 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 FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT DOW NOTICES, 13 AT ANY CONNECTION TO AN EXISTING LINE WERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE 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 THE CONTRACTOR SHALL OBTAIN A PUNCH LIST'PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER 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 REVIEWED 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. C - -- To view operating nut u \ Imo- Limits of Payment -_ws' Paint Hy4,h� eather shield Sun Yellod Hydrant Lock' Grade EnBonnet N 13312 -L�- 2 h tb,.so bonnection With threads HYDRANT OFFSET 41 /2 "SIeOlrer connection with MST fhreads _See valve boz and & 5" Siocz adapter valve slam detall- 4, Style S -3h w /SC ap / 6 -11 24" I Ground To suit 4" 3,600 -- Standpipo /\ 1L • vi (� Y a\ TOP VIEW kx' TOP VIEW TOP jV1EW T 5,700 - 6° Flanged fire 14,300 WYE T 2,000 10,100 I YDID SIDE VIEW - 6,200 •vAVi Each PI e Joint li ° � 016 EBAA n 12" 32,000 17,400 8., SIDE VIEW SIDE VIEW E Inc..Megalu�n'� TEE CROSS GATE VALVE HORIZ. BEND DARbLE STRAP 11 16 - 57,000 30.800 15,700 ,900 40,3 00 WQCP'ORPORAIION A. 3' GATE VALVE z sT. ELBOW cu.v wnH 2° OPCry rvm I ri / TEE WITH CROSS WITH I CROSS WITH PLUG OR CAP PLUG PLUG PLUGS ..qtr %Sy \7/ - ( yG� 2 INCH BLOW -OFF l�Y ASSEMBLY v i APPR ND _ 6- 41 45° - 90° PUBLIC WORKS DIRECTOR DATE VERTICAL BEND CKD. DATe CITY OF YELM, WASHINGTON 4/2007 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. APPovIE� DMI NO 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM -13 6 -1,3 DIAMETER. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE ES JEG IP 4/2007 C - -- To view operating nut u \ Imo- Limits of Payment -_ws' Paint Hy4,h� eather shield Sun Yellod Hydrant Lock' Grade EnBonnet N 13312 -L�- 2 h tb,.so bonnection With threads HYDRANT OFFSET 41 /2 "SIeOlrer connection with MST fhreads _See valve boz and & 5" Siocz adapter valve slam detall- 4, Style S -3h w /SC ap / 6 -11 24" I Ground To suit 4" 3,600 -- Standpipo _ 11000 500 2,600 Ire nlcyh 'eP 8.000 4,400 3' Minimum _,. 1,200 5,700 - 6° Flanged fire 14,300 7,700 4,DDO 2,000 10,100 10" hydrant tee - 6,200 3,100 Each PI e Joint li ° � 016 EBAA n 12" 32,000 17,400 8., 4,500 22,700 Inc..Megalu�n'� .-2' CAI _ PIPE 6' plpes cut 2irydienil4 h'iron / 6° ale v I 9 alva, FL X MJ --- See note below Vo rtes -- -Hydr4 "7.ashed block an Bockfill to ng housing bolts with as Shown Plastic barrier between 6' x 6' sheet of 11 mil. plastic or bon- thrust block and tee Notes strurtion fabric, covering 2" Washed rack Concrete thrust block I. Hydrants shall I be located in Cast -In- plOCe against accordance with Section fitting only In addition, a minimum three foot radius unobstructed working area shall b providded ed around all hydrants. 2. Hydrants shall be Dresser M & H GII OF YELM, WASHINGTON Reliant style 929, Clow Medallion or DEPT_,OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion HYDRANT 3. Gets volves shall be resilient Wedge f IR L NRS with O -ring seals. Valve ends shall be Mechanical joint b ANSI flanges. 1 Y o gas. Valves shall conform to AWWA 509 -80. APPR DWG. NO Valves shall be Mueller M &H, Kennedy, \;,..� r Clow R/W or W,.'rerous Series 500. MUGLIC WORKS 01 RECTOR DATE -7 4. Fire Hydrant lock payment is required '- S. OWN. CKD. DATE city ill .,der E Y e and install. F S JEC iP T THRUSTF LOADS THRUST AT FITTINGS IN POUNDS AT 200 PILINGS PER SQUARE INCH OF WATER PRESSL PIPE 90' BEND 45' DEND 22-1/2' BEND 11 -1 /4' BEND DEAD END DIAMETER OR TEE 4" 3,600 2.000 _ 11000 500 2,600 6" 8.000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,DDO 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 4,500 22,700 .-2' CAI _ PIPE 6,100 DARbLE STRAP 11 16 - 57,000 30.800 15,700 ,900 40,3 00 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITUING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA ()F THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,OOD LEIS 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTIiER PIPE SIZE. PRESSURES AND SOIL CONDITIONS. 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 _TH FOR HORIZONTAL THRUSTS WHEN THE DEPTH NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. THRUST LOADS A DWG. No Lr1 PUBLIC WORKS DIRECTOR GATE 6 -14 DES. OWN. CKD. DATE ES JEG TP 4/7007 A /VER HU/V APARTMENTS NE 114, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. 3' z 3' x 4" CLASS 3000 CONCRETE PAD 7 OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP - -t \I• - CSTC ­` BALLAST J 0.5' J CONCRETE CL 3000 INSIDE PAVED ROADWAY - RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 6 3/4 VALVE BOX WITH 10 8 3/4 °WATER" CAST IN LID OR OECD 910 SECTION 7 a w w >o � V a > 1 NOTE• -J ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE U SIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND QQ VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT GRADE a� ---10" OR 18" 3 --6" S0 R 21 PVC PIPE .iOn CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED RED WHEN MAX. X 36" IS EX D C ED (LENGTH VARIES) GATE VALVE L E SHOW - N SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, 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 STEEL XTU TUBING TOOFT OPERATING STRUCTURAL VALVE BOX NUT. LENGTH AS REQUIRED, _. RE 0 ED. PPR EO NOTE:_ 'T J _ -_ DWG. NO. ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. DES, OwN. CKD. DATE Es JEG 1P 4/2007 SIZE A g POUNDS PERLC SOIL SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH WRAPPED CLAY 1 17 1/4" HARD FLAIL 1 n nnn NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. THRUST LOADS A DWG. No Lr1 PUBLIC WORKS DIRECTOR GATE 6 -14 DES. OWN. CKD. DATE ES JEG TP 4/7007 A /VER HU/V APARTMENTS NE 114, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. 3' z 3' x 4" CLASS 3000 CONCRETE PAD 7 OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP - -t \I• - CSTC ­` BALLAST J 0.5' J CONCRETE CL 3000 INSIDE PAVED ROADWAY - RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 6 3/4 VALVE BOX WITH 10 8 3/4 °WATER" CAST IN LID OR OECD 910 SECTION 7 a w w >o � V a > 1 NOTE• -J ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE U SIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND QQ VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT GRADE a� ---10" OR 18" 3 --6" S0 R 21 PVC PIPE .iOn CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALVE STEM RISER REQUIRED RED WHEN MAX. X 36" IS EX D C ED (LENGTH VARIES) GATE VALVE L E SHOW - N SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, 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 STEEL XTU TUBING TOOFT OPERATING STRUCTURAL VALVE BOX NUT. LENGTH AS REQUIRED, _. RE 0 ED. PPR EO NOTE:_ 'T J _ -_ DWG. NO. ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. DES, OwN. CKD. DATE Es JEG 1P 4/2007 SIZE A g A RP DV 0 ME iER�e % LID 1]30 READER LID 48" TO CENTER OF BOX 3 • 1 112" 13 1/4" 15" 17 BOX - BCE IT30 % 12 BASE COPPE R v SIDE VIEW METER BOX OR APPROVED EQUAL - WRAPPED 2" 1 17 1/4" 15" " a wl METER BOX - -"- 1 1/2"-2" POLYETHYLEN E LNE BALL VALVE 1--- _ A" 1/2--2" " L__ 2 MALE A ADAPTER 2" RESILENT BALL VALVE) CURB STOP) WEDGE SO GATE VALVE CHECK VALVE SERVICE SADDLE I 10" ROMAC 2025 OR - - PLASTIC NNE (USE`S --"'d' P$I PHILLIPS DRI$CO PIPE 5100 POLYETHYLENE PIPE) FORD GALL VALVE---- WITH PACK JOINT & FEMALE I.P. THREADS SER'. F SADDLE NOTES, 1. ST- AINESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - PoFO VBH 76 -1 / 5813 ORE EQUAL L 2" - P 1 FORD VBI 77-15817 0R EQUAL Q L 4. ALL / I/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2" WEDGE GATE VALVE AND HOUSING SING AND SOR -21 PVC PIPE HOUSING RESTORATION DEPTH _ TRACE TAPE 12' TO 18' UNDER VARIES. THE FINAL GRADE. TRENCH BACKFILL -- - TRACER WIRE (SEE GENERAI, SEE NOTE 1, 2, 3 (WATER NOTES NO. 7) & 5 6" MIN T BEDDING MATERIAL 6' MIN. SEE NOTE 4 UNDISTURBED SOIL NOTES: 1, A MINIMUM COVER OF 15' 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 W000 WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL, NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YEL, . 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH DACKFILL SHALL MEET THE WEDGE STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWG, N0. PUBLIC WORKS DIRECTOR DATE 6-15 DES, OWN. CKD, DATE ES JEG TP 4/2007 C�- BY -PASS VALVE W /LOCKABLE OAP 11E MALE NIPPLE CITY OF YELM, WASHINGTON DEPT, OF PUBLIC WORKS 1 112" TO 2" M T E ER SERVICE PPR 0 DWG. NO, JBLIC W DIRECTOR - OftKS OIR DAT E E 6 3 DES. DWN. ES I TP 2% SLOPE TO BOX KUP LRLL ,477 aR EXIST'G RESILIENT SEATED GROUND TEST COCKS SHUTOFF VALVES e"' MIA %. � (2 REO'D.) 3., 48" TO CENTER OF BOX 3 • P CURB GAUGE E 4 TE 0 D a A a CH ECK YAL VE BA LL V 'ALY COPPE R v SIDE VIEW METER BOX TONING WIRE A - WRAPPED 1 1 /Z - BIT-6 METER' NEST AROUND THE " �-- LI -10 CONCRETE METER PIPE (SEC GENERAL NOTES NO. 1 1/2" - C66 - 77 66 - Ce6 - 7] B 12" r FORA PACK JOINT - - PLASTIC NNE (USE`S --"'d' P$I PHILLIPS DRI$CO PIPE 5100 POLYETHYLENE PIPE) FORD GALL VALVE---- WITH PACK JOINT & FEMALE I.P. THREADS SER'. F SADDLE NOTES, 1. ST- AINESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - PoFO VBH 76 -1 / 5813 ORE EQUAL L 2" - P 1 FORD VBI 77-15817 0R EQUAL Q L 4. ALL / I/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2" WEDGE GATE VALVE AND HOUSING SING AND SOR -21 PVC PIPE HOUSING RESTORATION DEPTH _ TRACE TAPE 12' TO 18' UNDER VARIES. THE FINAL GRADE. TRENCH BACKFILL -- - TRACER WIRE (SEE GENERAI, SEE NOTE 1, 2, 3 (WATER NOTES NO. 7) & 5 6" MIN T BEDDING MATERIAL 6' MIN. SEE NOTE 4 UNDISTURBED SOIL NOTES: 1, A MINIMUM COVER OF 15' 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 W000 WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL, NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YEL, . 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH DACKFILL SHALL MEET THE WEDGE STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWG, N0. PUBLIC WORKS DIRECTOR DATE 6-15 DES, OWN. CKD, DATE ES JEG TP 4/2007 C�- BY -PASS VALVE W /LOCKABLE OAP 11E MALE NIPPLE CITY OF YELM, WASHINGTON DEPT, OF PUBLIC WORKS 1 112" TO 2" M T E ER SERVICE PPR 0 DWG. NO, JBLIC W DIRECTOR - OftKS OIR DAT E E 6 3 DES. DWN. ES I TP APPROVED FOR CONSTRUCTION BY: DATE: _ Director ot'Public Works APPROVAL I' • KUP LRLL ,477 aR EXIST'G RESILIENT SEATED GROUND TEST COCKS SHUTOFF VALVES e"' MIA %. � (2 REO'D.) 3., n 3 • W U I~ (2 REq'DJ NO GALVANIZED PIPE ON INLET 510E 6� MIN. DF ASSEMBLY PLASTIC OH CEMENT -z OIIILI PLUG CO SIDE VIEW METER BOX -2' SLEEVE COUPLING le" VALVE BOX TOP 6" TOP VIEW �-- LI -10 CONCRETE METER -. APPROVED FOR CONSTRUCTION BY: DATE: _ Director ot'Public Works APPROVAL I' • KUP LRLL ,477 aR EXIST'G RESILIENT SEATED GROUND TEST COCKS SHUTOFF VALVES e"' MIA %. � (2 REO'D.) 3., APPROVED EQUAL W U -_ (2 REq'DJ NO GALVANIZED PIPE ON INLET 510E 6� MIN. DF ASSEMBLY PLASTIC OH CEMENT -z OIIILI PLUG CO SIDE VIEW METER BOX -2' SLEEVE COUPLING le" VALVE BOX TOP W �-- LI -10 CONCRETE METER -. PC O BOX W.TH METAL E L UO -24 VALVE BOX C.11OM .-2' CAI _ PIPE DARbLE STRAP SAOU _� WQCP'ORPORAIION 3' GATE VALVE z sT. ELBOW cu.v wnH 2° OPCry rvm IIRg LINE CITY OF YELM DEPT. OF PUBLIC WORKS 2 INCH BLOW -OFF ASSEMBLY APPR ND _ 6- 41 PUBLIC WORKS DIRECTOR DATE CKD. DATe Fs JEC TP 4/2007 1111 rT-rr, MIR o Q -� o e° o ' o0 oC�T °r1 c�tycgC@WsPi4r \\ (BELOW GROUND INSTALLATION) CRAVEL , 12" MIN. NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLOWING - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LLAY HORIZONTAL WITH GROUND. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURTE. - THOROUGHLY FL05H LINES PRIOR TO INSTALLATION DID BACK FLOW PREVENTER NO CAI- VANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEP1. OF PUBLIC WORKS - 00 NOT INSTALL IN AN AREA SUBJECT TO FLOODING. - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS. - THE BACK FLOW ASSEMBLY STIALL BE A CURRENT ASSEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED MODEL. _ - A PLUMBING PERMIT IS REOUIRCO. APPROV DWG. NO �M 6 -16 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE KR JEG TP 4/2007 MIDp �1�I 00 11� of WASy 1 N - z o�,fr I,flv2�1`3 1JX , , ! AT,EXGY�'•� I REVISION BLOCK DATE II sns 11 Ld U Z Z ti O R W IS � • EXIST'G RESILIENT SEATED GROUND TEST COCKS SHUTOFF VALVES e"' MIA %. � (2 REO'D.) 3., V S W U U (2 REq'DJ NO GALVANIZED PIPE ON INLET 510E 6� MIN. DF ASSEMBLY PLASTIC OH CEMENT CO SIDE VIEW METER BOX MIDp �1�I 00 11� of WASy 1 N - z o�,fr I,flv2�1`3 1JX , , ! AT,EXGY�'•� I REVISION BLOCK DATE II sns 11 Ld U Z Z ti O R W IS � Or nW 0 Ln � \V Z CL CO LET r') UO3 WBEW In, co MD 2�p Q N CC o V I `W V ■ v I() O Q CA 3 C O U Q V/ � V) .t. Z O Icl� �U � IU' Q W DATE 17 -25 -13 DRAWING NC WD1 81758A SE HEFT 16 OF], CD W W U U O C CO W W P PC O nW 0 Ln � \V Z CL CO LET r') UO3 WBEW In, co MD 2�p Q N CC o V I `W V ■ v I() O Q CA 3 C O U Q V/ � V) .t. Z O Icl� �U � IU' Q W DATE 17 -25 -13 DRAWING NC WD1 81758A SE HEFT 16 OF], TO BE ESE PER A / VEH RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. OFFSITE IMPROVEMENT PLAN rAu AREA CONSTRUCTION NOTES p 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 SHE RSI. ® 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 RS1. O CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RSI. 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. TYPE I TYPE 11 TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HAVE MAX. 1/2" LIP EXPANSION JOINTS & SCOR= AT 45'. MARK DETAIL FOR ADDITIONAL 48. NOTES. \� FLOW LINE AC I�=+ \ FOE GUTTER A A -' - .. D IFl `F� ETAIL 1/2' 72 LIP DETAIL RAMP SECTION NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON, TO LEAVE A DIAMOND PATTERN THE LONG AXIS OF THE DIAMOND PATTERN SHALI BL PERPENDICULAR TO THE CURB_ GROOVES SHALL BE 1/8' DEEP AND 1/4" WIDE, 2, CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALF AND FROM THE CURB AND GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. 3, INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM- CITY OF YELM DEPT. OF PUBLIC WORKS I IEI Y,P I CAppL- CIJRB RAMPS APPROVED DWG. NO. PJBLIC WORKS DIRECTOR DATE 1 41— 12 S -c I S -c I S -c NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. /2e LONGM/RE 8T. S.E. HDRIPLANGKEW D W1DTh' BX� 'c, w ONE -WAY lW0 -WAY 10' 10' 15 1 30 20' 40' MOTES: 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH. 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3- REFER TO SECTION 4B.140, YELM DEVELOPMENT GUIDELINES, CEMENT CONCRETE APPROACH APPROVED I DWG. NO. PUBLIC VJORICS DIRECTOR DATE I 4-9 S -C I s -c L S 28.0 F16.0 7.d EXISTING PROPOSED PROPOSE) TRAPPIC LANE PLANTER 5TPJP SIDEWALK CUK15 AIG �_ G _ CURD POW DEDICA -10N SECTION A -A PROPOSED NJ S. Kv; I APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 7 " =10' 0 5 70 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 —Pff— PROPERTY LINE —I", 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 Q EXISTING STORM MANHOLE D --1D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE (� EXISTING WATER GATE Vc:.VE EXISTING FIRE HYDRANT .. - .. EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION iq 0.00 EXISTING TOP OF PAVING SPOT ELEVATION MM -_ =— _ _ JOB 8715BER 0 � I I � � z o ro 0 0 Z a o� U� Q o1 W Q Z�AO :0 0ro ~ U z Z N U Out 1-bU ''^^ C Vi � ww F- r � I n QM n ■Ir= .(Ali■ }� P. V � c GO U Z W g� Z Q —ni CL IZ W LLJ O CL Lu cn LL O DATE 71 -25 -13 DRAWING NC [FR 8175BASE HEETIQ OFy w 0 CB 5' U v a w w Of x O O U ro 0 0 Z a o� U� Q o1 W Q Z�AO :0 0ro ~ U z Z N U Out 1-bU ''^^ C Vi � ww F- r � I n QM n ■Ir= .(Ali■ }� P. V � c GO U Z W g� Z Q —ni CL IZ W LLJ O CL Lu cn LL O DATE 71 -25 -13 DRAWING NC [FR 8175BASE HEETIQ OFy