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20130320 Redline Comments #1 12192013CONSTRUCTION NOTES O1 CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30'W x 501 PER SHEETS TP2 & TP3. zO INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER SHEETS TP2 & TP3. O INSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL PER DETAIL ON SHEET TP3. O CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1- 800- 258- 5990). SO EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. Q7 EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. ® CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. LEGEND NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM- THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (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 I.E.: STRAW, 12" & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12 PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 13. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. NOTE: :ALL 1- 800 - 424 -5555 BEFORE DIG. A /VER RUN A FA R TMEN TS NE 114. SE 114. SEC 24, TWN.17 N., RNG. 1 E., W.M. LIMITS OF CLEARING AND GRADING (TYP.) n Q TPOI TP/9 - PROPOSED - APARTMENT BUILDING "B" APPROX. F.F.= 344.00 'Zo/7 PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 SCALE: 1"--20' 0 10 20 40 TP /B OF CLEARING AND GRADING (TYP.) APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: MWE' 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 ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2 CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TE.S.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. Z ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. B. INSTALL UTILITIES (IE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12 HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES ". 13. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING. PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE I. 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. J. 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 WWVON BLOCK I N0. I DATE I DESCRIPTION BY I -0,t S.MID'D - j 8T � i 9Ip'A gN� FITP, p 8115 11 0 LU U Z o � Q W U 2 O u) U to LU C0 Q J �S ZS O m �UQ d 2 N O Y v Q ^M N m V O rn Q CT 3 `V Q C c CLEARING LIMITS - - - - - -- e.: ;; -- EXISTING CONTOURS --- - - - - -- 440-- - - - - -- PROPOSED CONTOURS N m0 SOIL TEST PIT ��� (SEE GEOTECHNICAL REPORT DATED 09 \23 \13 LOCATED IN THE STORM DRAINAGE REPORT FOR ADDITIONAL INFORMATION). 9 MIRAFI SILT FENCE @ O INLET PROTECTION O NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM- THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (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 I.E.: STRAW, 12" & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12 PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 13. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. NOTE: :ALL 1- 800 - 424 -5555 BEFORE DIG. A /VER RUN A FA R TMEN TS NE 114. SE 114. SEC 24, TWN.17 N., RNG. 1 E., W.M. LIMITS OF CLEARING AND GRADING (TYP.) n Q TPOI TP/9 - PROPOSED - APARTMENT BUILDING "B" APPROX. F.F.= 344.00 'Zo/7 PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 SCALE: 1"--20' 0 10 20 40 TP /B OF CLEARING AND GRADING (TYP.) APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: MWE' 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 ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2 CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TE.S.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. Z ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. B. INSTALL UTILITIES (IE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. 12 HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES ". 13. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING. PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE I. 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. J. 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 WWVON BLOCK I N0. I DATE I DESCRIPTION BY I -0,t S.MID'D - j 8T � i 9Ip'A gN� FITP, p 8115 11 0 LU U Z o � Q W U 2 O u) U to LU C0 Q J �S ZS O m �UQ d 2 N O Y v Q ^M N m V O rn Q CT 3 `V Q C c a U Z N LV y g�o z J Q_ z Q, 0� v / LLai f� DATE 11 -25 -13 7RAMNG N( 8175BASE HEET2OFy 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. 3. 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 (TIES 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 ONL r 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 I 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 1 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 15 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. T 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 N0. 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 - CC! "LETION 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 CO DANCE 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. ME CONTRACTOR SHALL STRIP THE SURFACE ORGANIC 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 (8) LOOSE LIETS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTON AND COMPACTED TO AT LEAST NNETY -FIVE (959) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 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. D=VAWN STANa4RD& OUT SLOPES: SLOPES SHALL BE NO STEEPER THAN IS 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. FAU STANLwms 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 WITH 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 1 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 1 VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER WAN 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 SILT FENCE NOTES RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. EROSION CONTROL BLANKET NOTES I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL. BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVEERLAP, 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). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 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 "TAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL INOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. F-ILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLECT OIR 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. 8. FILTER FABRIC FENCE'S 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 7. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIN4ETER OF THE INLET, SO 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 STACKING COMBINATIONS LL BL(DCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH C)VER 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 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST fiHE WIRE MESH TO THE TOP OF THE BLOCKS. USE 314 -INCH TO 3 -INCH GRAVEL, 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND E,ACI -I SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH, 5 PLACE 314 INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INChlES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET CDPE'NING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM 'THE' INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF TIRE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUIR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A FOND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. SOD NOTES 1. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF 3/4 -INCH AT THE TIME OF CUTTIN(;, 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 FOC)T SECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVL_-STED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SEEDING NOTES I. SEED MIXTURE SHALL BE 10 %RED TOP, 40% ANNUAL RYE, 40% CHEWING FESCUE, 10% WHITE DUTCH CLOVER, AND SHALL BE APPLIED AT THE RATE OF 225 LBS. PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 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 IBE 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 EyE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. I. 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. S. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNEE AND REPAIRED 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. 3. 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 7.5 TO 2.5 TONS /AC. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 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 I. 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 BY: DATE: Director of Public Works APPROVAL EXPIRES: CONSTRUCTION ENTRANCE NOTES 1. MATCRIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESILDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 1 INCH TO J3 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 SHAL -L BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMAWERCIAL SITES. 3. ADDITIONAL 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 IWASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SIL -T 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 1 AND MARCH 31. 8. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. NO. BLOCK MIDb It nF NA.c... i1_ u 11 8115 11 J U Z Z cY ti O � 2 O W � 3 3 2 CL c � U17 co W� m e w� on U � � d 2 Ohl co Q 1s�,v VJ Q CT C `V cd Z g� v 1 Z O Q Lid_U V /CL v I co DATE 11 -25 -13 TP2 I8115BASE HEET Z OF-I RUNOFF WATER WITH SEDIMENT 18” MIN RI VER RUN APAHTME/VTS NE 114, SE 1/4, SEC 24, 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 (FOR A PERFECT FIT) RETRIEVAL STRAP 48 0 I " 1 OVERFLOW GEOTEXTILE (TO BYPASS FABRIC PEAK STORM VOLUMES) 24" EXISTING CATCH BASIN #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 -3577 INLET SEDIMENT PROTECTION (AFTER PAVING) NOT TO SCALE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. c I v 9113p E� �S�\�G R = 25' MIN. APPROVED FOR CONSTRUCTION UB NUMLILN BY: DATE: 8 „5 Director of Public Works APPROVAL Z Z EXPIRES: _ o W Ei Y � � U V) Q W W � 2 � O U n O O Z a o� P F�Hy x U � �P TO FAPFQ W m p 2 r�q �4'Fp m d °a°nr� o S�<gcRF Fp z N O o o n C9 12" MIN. DEPTH —/ (6 "MIN. FOR RESIDENTIAL ° SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS \5 SINGLE FAMILY L.OTS)ENTIAL PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA CONSTRUC11ON 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 8"x12" TRENCH 6' MAX. 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 IN. MIN. OF FILTER FENCE FABRIC ON 8 i THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH r 2 "x2",5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. BLOCK REWSIOlq ca ad a a� v Z r� y f� � J J I� W d / c+ J DATE 11 -25 -13 DRAWING NO TP3 81158A SE SHEET -� OF 0 I N O I ia<_ in r 2 "x2",5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. BLOCK REWSIOlq ca ad a a� v Z r� y f� � J J I� W d / c+ J DATE 11 -25 -13 DRAWING NO TP3 81158A SE SHEET -� OF VIGINI I Y MAP SHEET INDEX CVR 1 OF 19 COVER SHEET TP1 2 OF 79 TES.C. & GRADING PLAN TP2 3 OF 19 TE.S.C. - SPECIFICATIONS TP3 4 OF 19 LE.S.C. - 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 RS7 9 OF 19 STORMWATER - DETAILS &SPECIFICATIONS PGI 10 OF 19 PARKING & GRADING PLAN i STP 11 OF 19 STEP. SYSTEM PLAN r 57 12 OF 19 PLAN & PROFILE S2 13 OF 19 PLAN & PROFILE -- 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 WD1 18 OF 19 WATER - DETAILS & SPECIFICATIONS SCALE: 2" 1 MILE FR 19 OF 19 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -17 -1E 1A NE SE COM NW COP SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.74 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST f s y v 0 I � ti A / VER HUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E., W.M. 7 v N� UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LO( ;TE 0 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE THE CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLIQABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE E- NGINEER. THE CONTRACTOR SHALL SUPPLY PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCT70N MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. �) N ceA ,� < «5s, b l e p,r i ,� r c 4 �« �P� rc is A104 AVA 3l � �ii� 1�u..� i L.z ✓Qra �� F—L7c- 1^(I Z� tl fs Lzcerr�. �*n� ✓is-t r �huJ �ciu�QJ . MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO ROW 58.24.040 (8) AND WAG 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY,, A CONTROLLING POINT FOR A PLAT,. OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: LEGEND —P,y SCALE: 1 " =20' III - -R-/W— 0 10 20 40 VERTICAL DATUM EASEMENT LINE THURSTON COUNTY ADDITIONAL 10' UTILITIES EASEMENT NGVD 29 PROPOSED SEWER STEP LINE BM: 1252 PROPOSED WATER LINE CASED CONCRETE MONUMENT WITH BRASS PROPOSED STORM DRAIN MANHOLE CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 PROPOSED STORM LINE CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES PROPOSED SIDEWALK LEGEND —P,y PROPERTY LINE - -R-/W— R/W LINE — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT --SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE + PROPOSED LIGHT POLE PROPOSED SIDEWALK -, PROPOSED SHOULDER 456--- PROPOSED CONTOUR � EXISTING CONTOUR — EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE DD EXISTING STORM MAIN s) EXISTING SANITARY SEWER MANHOLE n - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE IJ EXISTING WATER GATE VALVE W EXISTING FIRE HYDRANT 3 U EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY iO JOB 8115BER 3 z a 0 U M Q co w m Q �3 0 Q } � 2 N 0 co I v a M � N com 0 co m a� C U Q Z O ii U IWI W I c� W 0\ V DATE 11 -25 -13 DRAWING NC CVR 8115BASE SHEET -L OFT' 0 N II Z Z U � O � O p p W � 3 3 U U O O U O U co w m Q �3 0 Q } � 2 N 0 co I v a M � N com 0 co m a� C U Q Z O ii U IWI W I c� W 0\ V DATE 11 -25 -13 DRAWING NC CVR 8115BASE SHEET -L OFT' CONSTRUCTION NOTES Oi CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30'W x 501 PER SHEETS TP2 & TP3. O INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER SHEETS TP2 & TP3. O INSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL PER DETAIL ON SHEET TP3. Q CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1- 800- 258 - 5990). $O EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. O7 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 TPy00 SOIL TEST PIT (SEE GEOTECHNICAL REPORT DATED 09 \23 \13 LOCATED IN THE STORM DRAINAGE REPORT FOR ADDITIONAL INFORMATION). MIRAFI SILT FENCE O O INLET PROTECTION O3 NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CER13FIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM - THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE MTH THE GRADING NOTES ON SHEET TPZ. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (959) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -70. 8. THE OWNER'S RETAINED GEOTECHNICAL ENGINEER SHALL TEST ALL FILL MATERIAL & OBTAIN SUFFICIENT COMPACTION TESTS TO VERIFY SOIL STABILITY. 9. EROSION CONTROL MEASURES OTHER THAN THOSE SPECIFIED MAY BE NEEDED TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS 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. 13. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. A /VEFl HUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. SCALE: 1"=20' 0 10 20 40 NOTE: 3ALL 1- 800 - 424 -5555 BEFORE YOU DIG. NO7E: 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 ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1. CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TES.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE. 8. INSTALL UTILITIES LIE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION, 12. HYDRO SEED AND /OR MULCH SLOPES AND OTHER EXPOSED AREAS IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN EROSION CONTROL NOTES 13. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. 14. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 15. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2, THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. =n OF ml V/ _Q V/ Q� C 'yMOZ g1 Z J Q_ z V 2. U (3 LC /I W •.•,\ 3. MIDD � vow m - j r 1 4 r Fseto aE���� D 715Rd< til 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. 3. 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 / 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 1 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. I - 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.) 8. 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 ORGANIC MATERAL 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 SCARIREO, 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. 3. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8) LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AN P D COMPACTED TO AT LEAST NINETY -FIVE (95 %) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 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. EXCAVATION STANDARDS: CUT SLOPES` SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE W7ENOED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO I 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. FlU 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 WITH 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 1 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 1 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 SILT FENCE NOTES RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. EROSION CONTROL BLANKET NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRILER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL LBE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVETRLAP, 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). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 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 OPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE TEHAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.. THE FABRIC SHALL NUT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED OR 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 $ TABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELI/. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTHI 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 PERIMIFTE =R OF THE INLET, SO 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 STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO I`RE.VENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. 3. PILE STONE AGAINST TF (E WIRE MESH TO THE TOP OF THE BLOCKS. USE 314 -INCH TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVE)R 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 NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 314 INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHLE'S OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER E3ECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES 1. SEED AND MULCH SHAALL. BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUTR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY, 4. SEDIMENT LADEN RUNOFF 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 SECTIiONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT ANID RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOIT SECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OTR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HAR VE'SIED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SEEDING NOTES 1. SEED MIXTURE SHALL BLE 10 7RED TOP, 40% ANNUAL RYE, 405. CHEWING FESCUE, 107. WHITE DUTCH CLOVER, AND SHALL BE APPLIED AT THE RATE OF 225 LETS. PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLAN7TED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL EEIE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING) 4. BEFORE SEEDING, INSTAALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACE'S, 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 B?E USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULL9 BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 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 MRED 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. 3. 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 DE 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: 1. 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 BY: DATE: _ Director of Public Works APPROVAL CONSTRUCTION ENTRANCE NOTES L MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDE=NTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15) 2. THE R'OCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL- BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLIER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMIERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNC7rlON 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 SILIF 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. J. 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). 9. 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. D. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP SOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. y. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. B. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. .•� S.MLDp 411 40�A�8"� o i 4 ST A\0 SON TP2 11 8115 11 QQ U 2 Z O 2 ro O O I 0 M M 3 � 2 d U � Wrn m �3 W ED C U Q 2 N U O " (3 M F v N m 0 N e m V Q C U ti Z O O g� (j) Z tO r (Q( � \l IU' W (CL (� c J IN Ic J W DATE 11 -25 -13 8115BASE _ OF 1-2 U 3 U W � 2 � � U ro O O I 0 M M 3 � 2 d U � Wrn m �3 W ED C U Q 2 N U O " (3 M F v N m 0 N e m V Q C U ti Z O O g� (j) Z tO r (Q( � \l IU' W (CL (� c J IN Ic J W DATE 11 -25 -13 8115BASE _ OF 1-2 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) - SEDIMENT /� \/ ' L1/2 WIRE MESH OR \ HARDWARE CLOTH EXTEND FILTER % UNDER FILTER FABRIC '\ 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 (6 "MIN. RETRIEVAL STRAP 48 FAMILY LOTS) 4" TO 36�� a 6" FOR RESIDENTIAL SINGLE OVERFLOW GEOTEXPLE (TO BYPASS FABRIC PEAK STORM ° U VOLUMES) za° � EXISTING w CATCH BASIN ,$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 -36 #7 INLET SEDIMENT PROTECTION (AFTER PAVING) NOT TO SCALE NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 0 I 9l OP .. 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/ O� CONSTRUCTION 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 OF FILTER MATERIAL IN 8 "002" 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 UZI JOB NUMBER e„5 BI': DATE: I 0 I _ Director of Public Works N N � APPROVAL PROVIDE WASHED GRAVEL ---�� X BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES 8 MIN. OF FILTER FENCE FABRIC ON THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION JOB NUMBER e„5 BI': DATE: I _ Director of Public Works Q� N V APPROVAL Z Z EXPIRES: d ° ° U � VJ w cn m i ca 0 3 Z CL o� w O1 m Q �3 w moo° '�� Q zN° 2� coM I Q� N V �m Q� d C c ° U � VJ y cn v v J J rU v J W I� DATE 11 -25 -13 DRAWING NC TP3 8115BA SE SHEET 3 OF TS CL INTERSECTION BERRY VALLEY DR. & LONGMIRE ST. S.E. CONSTRUCTION NOTES O1 CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT TYPE III SIDEWALK RAMP AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. OCONTRACTOR 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) 7O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.09" 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. 9 CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. OCONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 350 W. 346 344 342 340 338 r 1 6' DEDICATION L + +1 1 1 �1 C 3 W 1 W +i 1 W 1 W _ 1 i STUB Tf f f7w 1 — I- 1 i a 4 W n m i i y i o W � U Z i e 1 i o RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. ``PROPOSED 1NFlLTRARON 8 l TRENCH (SEE SHEET R4.) gd, AI\ Y. Y. \ VI x'S ' 1 PROPOSED 5f CONCRETE 4• 10 SIDEWALK STA. 1 +96.05 = CE INTERSECTION ALIGNMENT "A" & ALIGNMENT "B" FLOW DIRECTION ARROW (TYP) pBji TyW I W/1NLE'T ° gGMPSTEpR- R� . e PAD AREA 5 : o. n . O. I 1 FRONT YARD SET BACK ALIGNMENT °A " HDRIPLANGKEW ,D - -- - - -fl - -- - - -- _�120LF 127ADS(N -12) 0.106% N f, 16 d m (� VI 8' TYP. r -- -- PARK AREA 346 TW= 346.00 _____ -,_ 346 -------- n m ____ R m L--- - - - - -- Q 3 ^/ W o FLOW ARROW TYP. — — — - - o U N 346.89 346.4 S n 59 y JR6;9 }/,�1\ - - - -- - - - - -? `PROPOSED STREET LIGHT �— — LOCATION °o ,t_ (TYP.) G +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT 'A' PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' PROPOSED APARTMENT BUILDING "A" APPROX. F.F. = 346.50 APPROVED FOR CONSTRUCTION BY: DATE: Direcloc.f Public WOIks APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 �o VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE. & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND FL Q! PROPERTY LINE —R"W R/W LINE — — -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE }+ PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR 111,1 EXISTING CONTOUR - EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE -- EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE 1.1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT r "-- - - - -v> EXISTING WATER MAIN 00-00 PROPOSED TOP OF PAVING SPOT ELEVATION 00.00 EXISTING TOP OF PAVING SPOT ELEVATION / BLOCK �4� OF e0$H • 0 M: N �� 8115 0 z C O � 2 � w � 0 0 w � Q W W IY 2 � O U O Z CL o N 2 rMj ctt U W � 0] u � 0] � Q N C7 w a� 2 co) v v Q N �rn 0 � m Q� Q C c U Q Z N a � J w Ld w O zQ� wCL rZ � _V Q J 11 D25E�I R1 811513ASE HEFT OF 1 6' DEDICATION i , ' I PROPOSED STREET LIGHT LOCATION I (TYP.) p I ' / 1 / ) 1 1 a 1 / W li 1 RA Al i STA:0+0.5 7 M =341.68 LE =33870( 12 • N -EE 0 WINLET GRATE 0 0 9 R- I 1 ozi341.60 1 U 1 o I 1 t . Z O I ktio 5' SIDEWALK 1 1 I 1 ' 15' i FRONT YARD g SET BACK I I 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 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.). 70 CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.09 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. 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 (0 8.39 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) PER+ 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) PERE. PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. 346. _.. I -_.._ - -__ -. I � W 344 342 It - RIVER RUN ARARTMENTS NE 114, SE 114, SEC24, TWN.17 IN, RNG 1 E., W.M. ^' ^ -'^�•T DRAIN O 0.50X (MIN.) LE- 341.00(6) YD TYPE 40 f21LF 6'ADS(N -12) ROOF DRAIN O 0.501 MIN.) RM =3424 RM -3424 _____________________________ __342_________________________ _ ( I.E =340.33(5) IcwnSNa•1 ----------- - -. --► , 1 a I o.00' X Ld 11 1 , K Q � Q i U 342.10 5OLF 12 AOS(N -12) O 0.505 �"�_ I.E.- 337.95(12$WQNW) FLOW ARROW TYP. DRAIN O 0.50X (MIN.) ' - - - - LE- 339.71(8) W/INLET GRATE " - - „__ 1 +00 c 0 31`2 51) 1 - j 342.513+ A ' O ' --- -_ ^�a1 __________ __- I I STA. 0 +59.49= CL INTERSECTION ALIGNMENT "C, "B” RIM -60 LE =340, 10(8) �- & ALIGNMENT v' RIM - 313.04 -- --6� 6- A0S(N-12) ROOF LE =339.77(6• SLF- 8'ADS(N -12) ROOF 14 ?32 342 a 12otF 12 ADS(N -12) O 3.065 o _ -= a -- �y,6 - -- - - - - - / DRAIN O 0.505 MIN 1 (MIN.) 4 3 - - - - - - - - - - - - DRAIN O 0.505 (MIN.) 343.15 2 ALIGNMENT 'C° PRORLE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: _ Di,ectorof Nblic Works APPROVAL EXPIRES: SCALE: I"=10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF '(ELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND F� 4: — PROPERTY LINE R7,y R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE �» PROPOSED LIGHT POLE PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE O----D EXIS77NC STORM MAIN EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN J- EXISTING POWER POLE I-0 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT -- 1r EXISTING WATER MAIN 0kx 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 0 R3 p0m 8115 0 J _II U Z o w O p Y U 3 U � � U O 2 a p� n U� W� m w� Zip �yS N U O b � co n a Q ^ N1 h • N m 0 v m a� C U Q O t0 W w w U � w O Iz � J Q Q J CL DATE 11 -25 -13 IRA WING NG 8115BASE iEETZOFI,S DRAIN O 0.50X (MIN.) ' - - - - LE- 339.71(8) 340 - - -- ,. _. __ I I I RM =343.8 PROPOSED LE.- 339.75(x) 50V-12 7AN-12) O O.SGX 14 ?32 342 a N , a APARTMENT jI 2 6 i p / / 338 APPROX. —_ – 343.19 N 1 j I U� 336 __...0+1I. -- g ALIGNMENT aCA w O a57X Q RIAI=338.70(12. NEkS11� PLAN VIEW 9� LE- 336.95(12•SW&NU) HORIZONTAL SCALE: 1"I W/INLET GRATE I,,.. W11NLE-T GRATE 334 � 0 I mF I I OJ W t0 O ^ cO + N IT, I II II I - o o% T tN o OI b 0.50% N �- ALIGNMENT 'C° PRORLE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: _ Di,ectorof Nblic Works APPROVAL EXPIRES: SCALE: I"=10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF '(ELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND F� 4: — PROPERTY LINE R7,y R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE �» PROPOSED LIGHT POLE PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE O----D EXIS77NC STORM MAIN EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN J- EXISTING POWER POLE I-0 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT -- 1r EXISTING WATER MAIN 0kx 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 0 R3 p0m 8115 0 J _II U Z o w O p Y U 3 U � � U O 2 a p� n U� W� m w� Zip �yS N U O b � co n a Q ^ N1 h • N m 0 v m a� C U Q O t0 W w w U � w O Iz � J Q Q J CL DATE 11 -25 -13 IRA WING NG 8115BASE iEETZOFI,S 340 - - -- ,. _. __ I I I 50V-12 7AN-12) O O.SGX I I III,' I 338 I 336 __...0+1I. -- STfi -34 RIAI=338.70(12. NEkS11� ''. 9� LE- 336.95(12•SW&NU) W/INLET GRATE I,,.. W11NLE-T GRATE 334 � OJ N t0 O ^ cO N IT, ,O T N T tN o OI b ON 1 N W O tP O IN d' N N N N N N N i N N 0 +00 0 +10 0 +20 04 -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 +77 ALIGNMENT 'C° PRORLE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: _ Di,ectorof Nblic Works APPROVAL EXPIRES: SCALE: I"=10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF '(ELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND F� 4: — PROPERTY LINE R7,y R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE �» PROPOSED LIGHT POLE PROPOSED SIDEWALK 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE O----D EXIS77NC STORM MAIN EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN J- EXISTING POWER POLE I-0 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT -- 1r EXISTING WATER MAIN 0kx 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 0 R3 p0m 8115 0 J _II U Z o w O p Y U 3 U � � U O 2 a p� n U� W� m w� Zip �yS N U O b � co n a Q ^ N1 h • N m 0 v m a� C U Q O t0 W w w U � w O Iz � J Q Q J CL DATE 11 -25 -13 IRA WING NG 8115BASE iEETZOFI,S i / I I I i 5 v I a / VIRI MM11141rr.1rIff .c•2rAN O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. 2O CONTRACTOR TO CONSTRUCT TYPE 111 SIDEWALK RAMP AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS7. SO 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 9 2.09 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. gO CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. OO CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. ii CONTRACTOR TO CONSTRUCT 201 X 3D 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 RS7. ©2 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSI. 13 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFD) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 2' MIN. NATIVE � � �• `-u— SOIL INSTALL FILTER FABRIC WA4" ALONG TOP AND SIDES Y{�t $HED ROCK (N0 OF TRENCH 140N FINES) MIRAFI OR EQUAL..S - > 12" ADSI(N -12) PERFORIATED PIPE ® 0.009„ SLOPE NATIVE 5• SOIL 10' INFILTRATION TRENCH DETAIL N.T.S. - NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / VEH RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E, W.M. SWELL PLAN f E E f f E E E f f E E E t f k k f E E f f t f f f r� P(2DPQ$EDf PLA TEIg STRIP E : f k f f E E f E E E E k E E E - E E f E f E E f E E k -- E �M1 45 z6 ,r li 5' CONCRETE SIDEWALK x4 i L 1 N N40'31'07 "E 217.60' u PROPOSED 6' DEDICATION 6(F 12'ADS(N -12) O 15OX - m -- 4 GB TYPE I / si TYPE I 3 RIM-342104 (// 32 4 wo LE.- 3=X 50(12'SkE) L - 338.54(12"NE6SR) cn 1 W/$OUD LOOKING LID w 1 IJE- 338.62(1291) BLF 11'ADS(N -12) O 1.50X D LOCKING LID '`pB I m l ' OW SPUTTER) 1 ° "u 4 1 h I 1 1 I Y 1 � 1 ! 4140 } i CO TYPE 1 4 STA:0TYPE I1 FLOW ARROW TYP. STA. 1 +0265 6' MU -34242 2OLF 12 ADS(N -12) O 0.578 RIM-341.66 +03.02 LE- 3xJW12- NEkS*) 7LF�12'ADS(N -12) O 1.231 LE- =7O(12-NE&SR) '45.89 W /SOLID LOCKING LID W/INLET GRATE 10 LOCKING LID STORM TRENCH ,00M. . 13 f4 PLAN VIEW MU-34132 DEEP 1100' WOE CNFILIRARON ,TRENCHX HORIZONTAL SCALE: 1 =10 IY�D LOCKNNG LID R7 MTN 12' PERF. PIPE AS SHORN BLFI- f3ABS(N-- fY)4h2, 1 AND PER DETAILS ON THIS t SHEET. 7 348 _.. 4 ) STk00l+ 02 li - -- B9 CEROF DRIVE GRADE ® __. -. __ _, to 346 _. WD LOCKING NG GRADE ® __. .. _._______. _; A fi N OF DRIVE 14 STA:0+67.80 STA: D +81. RIM - 34.132 w RIM -34242 L� 47(I2`HE6:SW) w �OUD J 2N'NEkED W CIT OTYPE 1 14 LID v 344 f _.. __._ -. _. __ _._v ____ -_ ____S A:0+87A4 _ -. � PoM -34210 ' LE>•338.50(iR'SdE) m 2 W/SOUD LOCKING LID �+ w CONSTRUCT 551E K 4' DEEP X a —2.00% f0' RIDE INFLTRATON TRENCH ' vl'i 342 __. _. ... _.._ _ MT -�.� PIPE AS SHOW n ON THIS I i 340 PROPERTY LINE - -RfW -- R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT O PROPOSED SANITARY SEWER MANHOLE >J PROPOSED SEWER MAIN I -- PROPOSED SANITARY SEWER STUB O PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN — PROPOSED STORM STUB o� 2> 281.E 12ADS(N -{iT) O 0.57[ PROPOSED SHOULDER 456 - -- F SSL 12- AD" -12) PERF PIPE O O.00X ';, EXISTING EDGE OF PAVEMENT - QD EXISTING STORM MANHOLE D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE 1 o EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN :r EXISTING POWER POLE pJ EXISTING WATER GATE VALVE > )----------- - - -+ 338 - i / I I I i 5 v I a / VIRI MM11141rr.1rIff .c•2rAN O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. 2O CONTRACTOR TO CONSTRUCT TYPE 111 SIDEWALK RAMP AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS7. SO 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 9 2.09 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. gO CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. OO CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. ii CONTRACTOR TO CONSTRUCT 201 X 3D 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 RS7. ©2 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSI. 13 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFD) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 2' MIN. NATIVE � � �• `-u— SOIL INSTALL FILTER FABRIC WA4" ALONG TOP AND SIDES Y{�t $HED ROCK (N0 OF TRENCH 140N FINES) MIRAFI OR EQUAL..S - > 12" ADSI(N -12) PERFORIATED PIPE ® 0.009„ SLOPE NATIVE 5• SOIL 10' INFILTRATION TRENCH DETAIL N.T.S. - NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / VEH RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E, W.M. SWELL PLAN f E E f f E E E f f E E E t f k k f E E f f t f f f r� P(2DPQ$EDf PLA TEIg STRIP E : f k f f E E f E E E E k E E E - E E f E f E E f E E k -- E �M1 45 z6 ,r li 5' CONCRETE SIDEWALK x4 i L 1 N N40'31'07 "E 217.60' u PROPOSED 6' DEDICATION 6(F 12'ADS(N -12) O 15OX - m -- 4 GB TYPE I / si TYPE I 3 RIM-342104 (// 32 4 wo LE.- 3=X 50(12'SkE) L - 338.54(12"NE6SR) cn 1 W/$OUD LOOKING LID w 1 IJE- 338.62(1291) BLF 11'ADS(N -12) O 1.50X D LOCKING LID '`pB I m l ' OW SPUTTER) 1 ° "u 4 1 h I 1 1 I Y 1 � 1 ! 4140 } i CO TYPE 1 4 STA:0TYPE I1 FLOW ARROW TYP. STA. 1 +0265 6' MU -34242 2OLF 12 ADS(N -12) O 0.578 RIM-341.66 +03.02 LE- 3xJW12- NEkS*) 7LF�12'ADS(N -12) O 1.231 LE- =7O(12-NE&SR) '45.89 W /SOLID LOCKING LID W/INLET GRATE 10 LOCKING LID STORM TRENCH ,00M. . 13 f4 PLAN VIEW MU-34132 DEEP 1100' WOE CNFILIRARON ,TRENCHX HORIZONTAL SCALE: 1 =10 IY�D LOCKNNG LID R7 MTN 12' PERF. PIPE AS SHORN BLFI- f3ABS(N-- fY)4h2, 1 AND PER DETAILS ON THIS t SHEET. 7 348 _.. 4 ) STk00l+ 02 li - -- B9 CEROF DRIVE GRADE ® __. -. __ _, to 346 _. WD LOCKING NG GRADE ® __. .. _._______. _; A fi N OF DRIVE 14 STA:0+67.80 STA: D +81. RIM - 34.132 w RIM -34242 L� 47(I2`HE6:SW) w �OUD J 2N'NEkED W CIT OTYPE 1 14 LID v 344 f _.. __._ -. _. __ _._v ____ -_ ____S A:0+87A4 _ -. � PoM -34210 ' LE>•338.50(iR'SdE) m 2 W/SOUD LOCKING LID �+ w CONSTRUCT 551E K 4' DEEP X a —2.00% f0' RIDE INFLTRATON TRENCH ' vl'i 342 __. _. ... _.._ _ MT -�.� PIPE AS SHOW n ON THIS I i 340 STORM TRENCH PRORI-E VIEW HORIZONTAL SCALE: VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL SCALE: 1 "=10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BV 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 -�{b— PROPERTY LINE - -RfW -- R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT O PROPOSED SANITARY SEWER MANHOLE -- PROPOSED SEWER MAIN I -- PROPOSED SANITARY SEWER STUB O PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN — PROPOSED STORM STUB o� 2> 281.E 12ADS(N -{iT) O 0.57[ PROPOSED SHOULDER 456 - -- F SSL 12- AD" -12) PERF PIPE O O.00X ';, EXISTING EDGE OF PAVEMENT - QD EXISTING STORM MANHOLE D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE 1 o EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN :r EXISTING POWER POLE pJ EXISTING WATER GATE VALVE > EXISTING FIRE HYDRANT - - -+ EXISTING WATER MAIN 338 - I i r C8 TYPE 1 4 A: � I R 11� 341.76 IL 1. 336 -_ _. -._ _.. _._. -_ i -__.I _ _ __. _- I 3JB,8T(f2'N7 I 'i _. D LOCKING UD - __. _.i CB TYPE 1 _ ''. OW SPUTTER) STA: 1+02.85 I RIAI- 341.66 '. 7LF 12ADS(N -12) O 1.23X LE�336, 70(12'NE6:SM7 &F- 12'ADS(N -12)01. 5L�.t W/INLET GRAiIE IO - 6LF 1Z ADS (N -12) O ,1O .T 3X ''. 334 BLF 12A-12 O 1. �N ^ O Cy MO 4' O O m0 �, N N N r'] cr M M N O 17 N o N m O N ID M h M M M M N r'l M r'J M M N M M r7 M M 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 STORM TRENCH PRORI-E VIEW HORIZONTAL SCALE: VERTICAL SCALE: 1 " =2' APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL SCALE: 1 "=10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BV 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 -�{b— PROPERTY LINE - -RfW -- R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT O PROPOSED SANITARY SEWER MANHOLE -- PROPOSED SEWER MAIN I -- PROPOSED SANITARY SEWER STUB O PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN — PROPOSED STORM STUB o� 2> PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR EXISTING CONTOUR 0 EXISTING EDGE OF PAVEMENT - QD EXISTING STORM MANHOLE D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE 1 o EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN :r EXISTING POWER POLE pJ EXISTING WATER GATE VALVE > EXISTING FIRE HYDRANT - - -+ EXISTING WATER MAIN REVISION BLOCK NO. I DATE DESCRIPTION BY ITT 3 Z CL �N U� m �3 Zip Cc:C� �d2 U N O N � coM v v a �M N 0 v a� W C�( � U ti Z JJ b 2W J WLL- � CL � 1 CL DATE 17 -25 -13 IRA WING NO 8175BASE -IEET $ OF1.Q 8115 0 LU II LU U Z o� 2> �w � 0 0 3 v In Q w w C) 2 Q O U 3 Z CL �N U� m �3 Zip Cc:C� �d2 U N O N � coM v v a �M N 0 v a� W C�( � U ti Z JJ b 2W J WLL- � CL � 1 CL DATE 17 -25 -13 IRA WING NO 8175BASE -IEET $ OF1.Q 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 THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT WHERE THESE STANDARDS PROVIDE OTHERWISE. THE FOLLOWING SPECIFICATIONS SHALL BE APPLICABLE WHEN PER7INENT WHEN SPECIFICALLY CITED IN THE STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY A. CONDITIONS AND STANDARDS AS SET FORTH IN ME LATEST EDITION OF THE CITY OF YELIAS 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 YELM'S COMPREHENSIVE PLAN. D. RULES AND REGULATIONS AS ADOPTED IN ME YELM MUNICIPAL CODE, E CONDITIONS AND STANDARDS AS SET FORTH IN THE THURSTON COUNTY COORDINATED WATER SYSTEM PLAN, JANUARY 1986. F. AMERICAN ASSOCIATION OF i SATE HIGHWAY AND TRANSPORTATION OFFICIALS A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, LATEST EDITION. MORE COMMONLY Y KNOWN KNOWN AS THE "AASH TO GREEN BOOK ". C CRITERIA SET FORTH IN THE LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. H. CITY AND COUNTY DESIGN STANDARDS FOR THE CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND COLLECTOR ROADS PROMULGATED BY ME CITY ENGINEERS A SSOCIARON OF WASHINGTON, MAY 24, 1989. 1. CONDITIONS AND STANDARDS AS SET FORM IN THE WSDOT DESIGN MANUAL AS AMENDED AND APPROVED BY WSDOT. J LLS, DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCDT AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. K. DOT CONSTRUCTION E4:;NUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. L. RULES AND REGULATIONS OF THE STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS PUBLISHED BY THE STATE DEPARTMENT OF HEALTH. M CONDITIONS AND STANDARDS AS SET FORM IN ME 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. R OTHER SPECIFICARONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM PROPERTY LINE PROPLRTY LINE — RIVER, WETLANDS) NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH, UIP IN IA 0. CLASS 9 IC. P. I O Barnes Plan View Q ti.,�g�l�- LL :NTH eF £AEI a 0 APL IM u DI Lr uslc PANUrA 'SA 11 T Ar:u xnv. COMPACT MARKI PAINTED HOP.SESHOE MARGIN,, \' WHEEL - TOPS �`` A J 1� WHEELrt T )P w 12'• „R R LLY _'PY, \v Innevermnt IPa01nP by maimbal ® PROPERTY v LAVE MIBea '- Un, LARSON ASSOCIATES � EXTRUDED CONCRETE CURB DETAIL aAND 4401 South 661• Street Tacoma, W IIIngton 98409 153 474 -3404 'SID RTE 04.04.01 "�" N.T.S. Y PROPERTY' — ��— LNE INTERNATIONAL SYMBOL NI'dE JiA (1,7F 1 EEID' T I OFC . PEET. HO NRIV F EUt HU.1xJN JvNT. UP. H .ilRb Puo CGS, SEE STanR IL-11 A -1 OF ACCESS SIGN "AFTE 1, ER[0.TER - - A„ NT "I'll" PPV V.R41. r�N-o-0 5' ABOVE ORACL 3RA £L PAGE HANDIIAP MARKING MIPAr TFR T 955 _ OF MAPMSDSrTY C Ea )I7 Lk SHE[ I PER L -0 } }IrP WHEEL STOP SICa x PAVEMFNT _ r i, dd METAL OR PLASTIC (� IarMan- Tmms"r°°a,1° TRAFFIC NARKING I ` Section A -A Aqua -Swirl Concentrator Model WHEEL STOPS —�� AS -2 CFD Standard Detail Tx �T � } CITY OF "ELPd DEPT. I F PUBLIC WORDS _ _ a' STALL MARKINGS Y'`� AND WHEEL STOP a � LOCATIONS ` PPPROVED — Hwe. ua... 0 CTV ENGINEER --- DAYS `T -24 DES. ovM. CKD. LATE G c s -c s -c 122/95 5, -� EDGE AROUND — ,1 EACH PP,NE_ aeooM FIn1s:+ Nt > �A �� EZ 'TIN ION - JGIIVT SCOPE MARK EXPANSION / HINT P -ANTED S7IP A5 11.1 5 RIRB & GVTIER � SIOEWA:A P1 AD STRIP 5 AN (qS ftFp.) l R -1 M rr� vNA /i i l /' AL y ;y AG` y. 4 y,; ss NHTEE 1 1 PANSHI CONT MA-f IA_ TA BE ICE" N ^ PPE 0 �E_' o ^T RL ER 'OIL TRC VIES OF CONCRETE_ FORM AND SNPG ADE INSPECT' HLODIRED PEFEEE R..AIP 111FOREDE . a SOFAS MANDE SHALL DE t1 CITY OF YELM �' WDE Pr E" DEEP FOR DEPT. CF PUBLIC WORKS SMORAIGS OHER E ;I WEE, A IONEIGJI NAL ROAD MARK WEI, n LENCINOwAL SORE - MARK HALL BE MADE ALONG CEIJTET; SHE WnIH_ ��p I T L ^El �. I� T� 4. E%PAN COINTE MALL RE INJTALLED IN 2URH AND IVY CO V C CULTEA ADS IN AOEN LA AT PC AND IT IT Al CURD SIDEWALK 'TTLYRESS EMPN451ON JOJETS SHALL H PLACED IN _ STEW LH AT SAME LNEA1PNS AS n1HSE " CHRE ANN APPPOVEE nW fI'I AYTTF. WHYS gTEWAU 11 ADJACCII TO 018 ro GNTTEF GR ESS ONNOGySE TIREC'TED 9Y ENGINEER. PUBLIC WORK DIRECTOk DATE 11 o pwr�- CND. oar - _-e S c - s-c T ^N3 /9a A / VEF RUN APAFITMENTS NE 114, SE 114, SEC24, TWNa17 N., RNG 1 E., W.M. a+nuaR °,rrc. a. -' wg' �l� �'�°- .><•in�'�.°— ooume wre DUMP NO WASTE v r�ICYX:.. arv.vnwn.. mm.vc. -'\ vC �wE h O 3 1/2" +/- 91IMl1E DRAINS TO (STREAM, LAKE, RIVER, WETLANDS) NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH, CATCH BASIN STENCAL >�1 NITS. ^. T, 1� yeau°�nins e T, `/ w¢ /V� \/ +•x a�artr�'In M'N ° T IJ Il/i,C 1 rvn1EO asm.. �f W y° LAD \\ t l m n��nmw ..,,,::A�� 3- ,,, .... 4 v v c �>p .ws ' .Ina T TYPE♦ rmrunaunwal `: - I C � H Y d/� r,i NOTE CALL 1- 800 - 424 -5555 BEFORE YOU DIG. Sydm PYI 6 Jagrrt M Me loYw�Np mryMM3: swln rremrePLrw: a a, 5 ^SaiFmt 9vpe:lOM C1 /eeth9mye�xat 123/4 "OD MAX - N Octagonal Base FWR AIE� yd I by Manufacturer. 2.00% L`2 "MI O P ED DEPTH CL "B" ASPHALT CONS. 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 anal - Cover by Manufarlum , (see De all) Swirl O v SAN SIT ES1111T P4 A6M11. 9" EAIUI N9 D A 'HAFT GRACE O UIP IN IA 0. CLASS 9 IC. P. I O Barnes Plan View Q ti.,�g�l�- LL :NTH eF £AEI a 0 APL IM u DI Lr uslc PANUrA 'SA 11 T Ar:u xnv. 6„ P -� 0 T GK APL 1111 E[TY -- �L. w 12'• FWkMS Nell be Placed araunal e� „R R NOTE CALL 1- 800 - 424 -5555 BEFORE YOU DIG. Sydm PYI 6 Jagrrt M Me loYw�Np mryMM3: swln rremrePLrw: a a, 5 ^SaiFmt 9vpe:lOM C1 /eeth9mye�xat 123/4 "OD MAX - N Octagonal Base FWR AIE� yd I by Manufacturer. 2.00% L`2 "MI O P ED DEPTH CL "B" ASPHALT CONS. 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 anal - Cover by Manufarlum , (see De all) Swirl Rim eleAnkma to Ream flntshFa grade. HDGE Them ml be flew M by Contmrnx. 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. 4YARD AL BUILDING INFILTRATION TRENCH. LL 6'W X 4'D X 20 -L INFILTRATION WASHY RIX* SPECYFlCA7ION5 CH W - /6 PERF. PIPE . S - ETA( AND D WITH WASHED ROCK. SEE DETAIL 700% PASSING 6'" SIEVE W. TO BE INSTALLED AT TIME OF 80 -100% PASSING 4" SIEVE DING CONSTRUCTION. 0 -109 PASSING 1.5 SIEVE 0 -27, PASSING 1" SIEVE R ))7 �CLEANOUT 0 -1% PASSING #200 SIEVE I� �INSTA IRAFI LL TE P SILT F M ORARY M ENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION D TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 01 MIN. B' —_GROUNFILE GUTTER DEBRIS 8" 0 PERF. PIPE a 5 =0.09" —WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 r• OR APPROVED EQUAL). DOWNSPOUT D ROCK SECTION 20' GROUND PROFILES— 8" 0 PERFORATED 6" PIPE C —� CLEANOUT PIPE ®5 =0.09 SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION AND ASSOCIATES 6"W" J� TRENCH FOR APARTMENT BUILDINGS 4401 South 66n Se tm mre 07.29.03 N.T.S. ARSON Tacoma, Washington 98409 na mup STANDARD NO. 240 253 474 -3404 :�muls�.�xmswul�xwnwc - 13/4" RADIUS 2.0% T V�� AND ASSOCIATES CONCRETE SIDEWALK DE "A'AIL 4.RI a° a CARSON 1401 South 65u Street 04.04.01 N.T.S. STANDARD NO. 115 Tacoma, Washington 98409 ,lu. xsys '253 474 -3404 rvan7aW11MP" O v SAN SIT ES1111T P4 A6M11. 9" EAIUI N9 D A 'HAFT GRACE O UIP IN IA 0. CLASS 9 IC. P. I O Barnes Plan View Q IIIJJ— ('III LL :NTH eF £AEI a 0 APL IM u DI Lr uslc PANUrA 'SA 11 T Ar:u xnv. 6„ P -� 0 T GK APL 1111 E[TY -- d� . s w 12'• FWkMS Nell be Placed araunal e� „R R rWar(a) M nm- txalBC eras fo PrerbR =dd sW N EEMLN Innevermnt IPa01nP by maimbal ® MIBea '- Un, LARSON ASSOCIATES � EXTRUDED CONCRETE CURB DETAIL aAND 4401 South 661• Street Tacoma, W IIIngton 98409 153 474 -3404 'SID RTE 04.04.01 "�" N.T.S. CARSON STANDARD NO. 112 , a�FLTYIS�uQSOx�loosmerrs�lrxoxv Znt /�If NI'dE JiA (1,7F 1 EEID' T I OFC . PEET. HO NRIV F EUt HU.1xJN JvNT. UP. H .ilRb Puo CGS, SEE STanR IL-11 A -1 "AFTE 1, ER[0.TER - - A„ NT "I'll" PPV V.R41. 3RA £L PAGE MIPAr TFR T 955 _ OF MAPMSDSrTY C Ea )I7 Lk SHE[ Fe SDNv PER L -0 } }IrP HRFA IIJ^ SICa T P .v PE PAVEMFNT _ .�{j ---- TREK r1 BACKH 1_ Menbulo Frame b Over Uedll �• one_ I'TN. IarMan- Tmms"r°°a,1° NO CA Section A -A Aqua -Swirl Concentrator Model —�� AS -2 CFD Standard Detail Rim eleAnkma to Ream flntshFa grade. HDGE Them ml be flew M by Contmrnx. 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. 4YARD AL BUILDING INFILTRATION TRENCH. LL 6'W X 4'D X 20 -L INFILTRATION WASHY RIX* SPECYFlCA7ION5 CH W - /6 PERF. PIPE . S - ETA( AND D WITH WASHED ROCK. SEE DETAIL 700% PASSING 6'" SIEVE W. TO BE INSTALLED AT TIME OF 80 -100% PASSING 4" SIEVE DING CONSTRUCTION. 0 -109 PASSING 1.5 SIEVE 0 -27, PASSING 1" SIEVE R ))7 �CLEANOUT 0 -1% PASSING #200 SIEVE I� �INSTA IRAFI LL TE P SILT F M ORARY M ENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION D TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 01 MIN. B' —_GROUNFILE GUTTER DEBRIS 8" 0 PERF. PIPE a 5 =0.09" —WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 r• OR APPROVED EQUAL). DOWNSPOUT D ROCK SECTION 20' GROUND PROFILES— 8" 0 PERFORATED 6" PIPE C —� CLEANOUT PIPE ®5 =0.09 SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION AND ASSOCIATES 6"W" J� TRENCH FOR APARTMENT BUILDINGS 4401 South 66n Se tm mre 07.29.03 N.T.S. ARSON Tacoma, Washington 98409 na mup STANDARD NO. 240 253 474 -3404 :�muls�.�xmswul�xwnwc - 13/4" RADIUS 2.0% T V�� AND ASSOCIATES CONCRETE SIDEWALK DE "A'AIL 4.RI a° a CARSON 1401 South 65u Street 04.04.01 N.T.S. STANDARD NO. 115 Tacoma, Washington 98409 ,lu. xsys '253 474 -3404 rvan7aW11MP" APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works — APPROVAL O v SAN SIT ES1111T P4 A6M11. 9" EAIUI N9 D A 'HAFT GRACE O UIP IN IA 0. CLASS 9 IC. P. I O CO PA TED DEPT1' A F E ST UG 7,\, Q Fl. SEP. mLC 111 11 O:uTER LL :NTH eF £AEI a 0 APL IM u DI Lr uslc PANUrA 'SA 11 T Ar:u xnv. 6„ P -� 0 T GK APL 1111 E[TY -- d� . s w OF MAYINUM DFN T'1 Rf C4P'HEC hf C „R R PER =dd sW N EEMLN r P rA RSF '- TRENCH EA: 'I FILL LARSON ASSOCIATES � EXTRUDED CONCRETE CURB DETAIL aAND 4401 South 661• Street Tacoma, W IIIngton 98409 153 474 -3404 'SID RTE 04.04.01 "�" N.T.S. CARSON STANDARD NO. 112 , a�FLTYIS�uQSOx�loosmerrs�lrxoxv APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works — APPROVAL IIOTEE. ALL MATERIAL 'F'.MAII HIP 1141 INAALL AP(Nj NLGDL B It CENFORMANOE ISTI THE -TATEAPL 5 ECFICA! 1 E RIPD BRIDGE AND IANw IP L SONCTIGILICTIGN AO AMENITIES OR ID( EF PELSO STAJDARHS TiTFI l H —F LN 1/ (= MLI`i I RFCTUklt -Iltl I F[T111- 'PPRD@ C IFi IV I. I PLPn`i N RI D_ DR_ L TESJ I— 0 Ot< p1Ni. E5 C'E' 1E, 3 3, HOUSE INFILTRATION TRENCH NOTES: I. 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. J. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND. IYARD CAL BUILDING INFILTRATION TRENCH. ALL 3'W X 3'D X 201 DISPERSAL CH W /6" PERK. PIPE O S = 0.07, AND D WITH WASHED ROCK. SEE DETAIL WASHm ROCK SPECIFICA710H5 W. TYPICAL ALL LOTS TO BE 100% PASSING 6" SIEVE LLED AT TIME OF BUILDING 80 -7009, PASSING 4" SIEVE TRUCTION. (SIZED FOR $500 S.F.) 0-107 PASSING L5" SIEVE .) �CLEANOUT 0 -2% PASSING 1" SIEVE 0 -17 PASSING #200 SIEVE N _INSTALL TEMPORARY M)RAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN GROUND PROFILE I— 3' GUTTER DEBRIS SCREEN 6" 0 PERF PIPE 9 s D.= 3 WRAP ENTIRE TRENCH WITH I FILTER FABRIC (GEOTEX 801 BUILDING 1 25' OR APPROVED EQUAL). J' DOWNSPOUT' WASHED ROCK MIN. I 20 iIF�IP' � _ �ENONTROL / 3 GROUND PROFILE �- J L 6" 0 PERFORATED CLEANOU7 PIPE ®5 =0.09, C STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION J�I ATJD ASSOCIATES TRENCH FOR A PARKING GARAGE 4401 South 66n Street .mre 07.29.03NTS. CARSON Tacoma, Washircton 98409 na Ra„p NDARD 153 474 -3404 :yaTUlsAVxsox\xaasmvr : w.owc a STA O• 240 I I `0 II 8115 II UIZ Z O � 2 J O v SAN SIT ES1111T P4 A6M11. v EAIUI N9 D A 'HAFT GRACE O UIP IN IA 0. CLASS 9 IC. P. 1 IIUN HEL d 'PEEL:: O CO PA TED DEPT1' A F E ST UG T E: OF UI I( 11VEMEHT Q Fl. SEP. mLC 111 11 O:uTER LL :NTH eF £AEI a 0 APL IM u DI Lr uslc PANUrA 'SA 11 T Ar:u xnv. Z P -� 0 T GK APL 1111 E[TY -- d� . s w OF MAYINUM DFN T'1 Rf C4P'HEC hf C -TI °.' PER =dd sW N EEMLN r P rA RSF '- TRENCH EA: 'I FILL CIA F NI'dE JiA (1,7F 1 EEID' T I OFC . PEET. HO NRIV F EUt HU.1xJN JvNT. UP. H .ilRb Puo CGS, SEE STanR IL-11 A -1 "AFTE 1, ER[0.TER - - A„ NT "I'll" PPV V.R41. 3RA £L PAGE MIPAr TFR T 955 _ OF MAPMSDSrTY C Ea )I7 Lk SHE[ Fe SDNv PER L -0 } }IrP HRFA IIJ^ SICa T P .v PE PAVEMFNT _ .�{j ---- TREK r1 BACKH 1_ I'TN. aoMEr,E1FR rm NO CA G� JI'i)C MEIHHL C. IIOTEE. ALL MATERIAL 'F'.MAII HIP 1141 INAALL AP(Nj NLGDL B It CENFORMANOE ISTI THE -TATEAPL 5 ECFICA! 1 E RIPD BRIDGE AND IANw IP L SONCTIGILICTIGN AO AMENITIES OR ID( EF PELSO STAJDARHS TiTFI l H —F LN 1/ (= MLI`i I RFCTUklt -Iltl I F[T111- 'PPRD@ C IFi IV I. I PLPn`i N RI D_ DR_ L TESJ I— 0 Ot< p1Ni. E5 C'E' 1E, 3 3, HOUSE INFILTRATION TRENCH NOTES: I. 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. J. TRENCHES SHALL BE PLACED TO RUN PARALLEL WITH NATURAL CONTOURS OF THE LAND. IYARD CAL BUILDING INFILTRATION TRENCH. ALL 3'W X 3'D X 201 DISPERSAL CH W /6" PERK. PIPE O S = 0.07, AND D WITH WASHED ROCK. SEE DETAIL WASHm ROCK SPECIFICA710H5 W. TYPICAL ALL LOTS TO BE 100% PASSING 6" SIEVE LLED AT TIME OF BUILDING 80 -7009, PASSING 4" SIEVE TRUCTION. (SIZED FOR $500 S.F.) 0-107 PASSING L5" SIEVE .) �CLEANOUT 0 -2% PASSING 1" SIEVE 0 -17 PASSING #200 SIEVE N _INSTALL TEMPORARY M)RAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN GROUND PROFILE I— 3' GUTTER DEBRIS SCREEN 6" 0 PERF PIPE 9 s D.= 3 WRAP ENTIRE TRENCH WITH I FILTER FABRIC (GEOTEX 801 BUILDING 1 25' OR APPROVED EQUAL). J' DOWNSPOUT' WASHED ROCK MIN. I 20 iIF�IP' � _ �ENONTROL / 3 GROUND PROFILE �- J L 6" 0 PERFORATED CLEANOU7 PIPE ®5 =0.09, C STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION J�I ATJD ASSOCIATES TRENCH FOR A PARKING GARAGE 4401 South 66n Street .mre 07.29.03NTS. CARSON Tacoma, Washircton 98409 na Ra„p NDARD 153 474 -3404 :yaTUlsAVxsox\xaasmvr : w.owc a STA O• 240 I I `0 II 8115 II UIZ Z O � 2 J 0 n z 2 O � 2 I�j U W ISO 0] W � Z : O It QG GO GO a •� V N O O�6 rl co a O v v V O W � O � Q CIRE) a 0 �( W Y Z vT a w w � _ 0 n z 2 O � 2 I�j U W ISO 0] W � Z : O It QG GO GO a •� V N O O�6 rl co a O v v V N SO Q CIRE) a 0 �( W U Q Z w N SO N RE Z O ct I' Q W r \ CL O � - ^ / _ / Q W Q DATE 17 -25 -13 DRAWING NO RS1 8115BASE BEET-E OF j0 I!� J4' i / �q6 / // CONSTRUCTION NOTES 0 9' 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 A117 -1 CHAPTER 502.6 & IBC SECTION 1101.2.4. O 10' X 20' PARKING GARAGE STALL (TYPICAL). 0 CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSL © CONTRACTOR TO CONSTRUCT 20'L X 3'D X 3'W INFIL IRA LION TRENCH W/ 6" ADS(N -12) PERE PIPE 0 0.009 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. O7 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFIL IRA LION TRENCH W/ 8" ADS(N -12) PERE.. PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. R /VEH HUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. LE�34/.00(8 -- - -6' ROW- DEDICA RON - - - +: 10'- SIDE 1'A 12_ . (- SET BACK 7LF B ADS(N -12) ROC DRAIN O a50x (MIN.) 349'32'38 "E 194.00' ___ _____ ____ F- 42 h i O O O / yF94 - - -, 342.10 342 7 c -iSit '� -3yP - PoAI=34260 RIW34104 rt M= 341.66 LE- 339.77(6) I • -, �r `. 'S"'" °4@ - - - - Li 00 00 PROPOSED p ARR16 T APARTMENT •(w ay6 I I �/ � ,n 4LF 6ADS(N -12) ROOF_i 347.04 .1 n DRAIN O a60X CY CY Q e° pj RIM-343.8 47.27 a6' 0S e 3 346.89 346.40 o. �. RIM - 346.60 0 - - - 343.19 O ,y. BLF 8- ADS(N -12) ROOF- ,I I O c -4 - -- 3�0 348 W DRAIN O 0.50x (MIN.) C:1 U U - - - - _ 59' PROPOSED 5 < `. EASEMENT-PER -AFN. 3982737 G G APARTMENT t r =O - - - - w BUILDING 'B" Q APPROX. ._____..344 i o O1 yxA o. F.F.-344.00 "66CF�SADS(N -12) ROOF DRAIN O O.WX (MIN.) d -- ' 15, FRONTYA 1- 1f -..344 V w RIM�344.50 •` SET BACK - - LE =34100(8) , 6 _ LF ® N ypS P - - - - 4 PARK AREA 40=344.2 65LF 6ADS(N -12) ROOF oi 1 1� DRAIN O a50x (MIN.) Q n vi . ROOF i a r'�.1 p '� DRAIN a a50x (MIN.) VA- 34627 -. - _ DUN a X (AI 4 __ ___ _____ _ \ 64' t 4ss +1i TW= 346.0 ' RI111=348.00 J. -- - - -- - -,J �. �•:..� �� iy TW= 346.00 RIM-346.00 LE-34288(6 '' �346�yh_- �`?rs �- N LE-341 6- 20( ) .. :.� .., , h�C',� k - - -_•_ -O nv =34F sn N • -, �r `. 'S"'" °4@ - - - - Li 00 00 PROPOSED p ARR16 T APARTMENT N ay6 I I 1�- pW i I u � BUILDING „A" 347.04 .1 APPROX. CY CY Q e° pj F.F.= 346.50 47.27 a6' 0S e 3 346.89 346.40 o. �. RIM - 346.60 0 0 w � LE- 34150(6 Y •� - `.�_ c -4 - -- 3�0 348 W 64 C:1 U U ______ __ _ �� < 10`-PSE EASEMENT-PER -AFN. 3982737 G G DRAIN O I 0 iu LE�340.351(B LE- 339.71(0 1.�71P.C7 DRAIN O •„ APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 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: J47.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION �( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 3 � 2 d O t0 U M W � N W3 HOC' �fc�¢ N U co WC� � r V a V N O V m Q t7 3 C � C U Q O b v ro, YQ O� QCj- CA- L Ljp V rO V DATE 11 -25 -13 PG1 11 811513ASE HEET]4 OF12 8115 O J N \ U � Z CY CY o w 0 0 w � 3 Y W Q � W U C:1 U U 3 � 2 d O t0 U M W � N W3 HOC' �fc�¢ N U co WC� � r V a V N O V m Q t7 3 C � C U Q O b v ro, YQ O� QCj- CA- L Ljp V rO V DATE 11 -25 -13 PG1 11 811513ASE HEET]4 OF12 PIPE TABLE PIPE LENTH DISCRETION 1 9LF 6" PVC SDR -35 0 2.007 2 9LF 6" PVC SDR -35 ® 2.00Z 3 8LF 6" PVC SDR -35 ® 2.009, 4 8LF 6" PVC SDR -35 ® 2.007 5 11LF 6" PVC SDR -35 0 2.009, CLEAN OUT TABLE CO RIM I.E.= 1 344.50 341.00 2 346.00 341.00 3 345.00 340.41 4 344.50 340.41 5 345.00 340.15 6 345.00 340.03 • CONTRACTOR TO FIELD ADXST RAW ELEVA71ONS CONSTRUCTION NOTES O1 CONTRACTOR TO INSTALL XERXES 6000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (8'9) AS SHOWN AND PER DETAIL ON SHEET S02. O CONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE ( ORENCO MODEL P20 05 11 OR APPROVED EQUAL) IN 6000 GAL. STEP. TANK/ PUMP CHAMBER PER DETAILS ON SHEET SD2. O3 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. L I; BERR VALLEY i / 91p n RI VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN 17 N., RNG. 1 E., W.M. S.T.E.P. SYSTEM PLAN i 4'4.. _✓ T: -� ROW DEDICATION -_ 54932'38'E 194.00' -'' -- _ - -- W - -- ( �' ; ✓,, I E:.1 ________ "- I- ____ _______ ___________3qg___ 10' SIDE YARD -_____ S'EYBAZ'K--- RBOBOSL➢_ VYs 2A'_GA6dGE_(LYP_)_____________ I I I OUTLET I.E. TANK BOTTOM i I I I 345.0 1 345.0 � •;; 334.0 i 1 6000 8' 1344.5 1 344.5 340.58 6" 340.35 6" L I; BERR VALLEY i / 91p n RI VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN 17 N., RNG. 1 E., W.M. S.T.E.P. SYSTEM PLAN i 4'4.. _✓ T: -� ROW DEDICATION -_ 54932'38'E 194.00' -'' -- _ - -- W - -- ( �' ; ✓,, I E:.1 ________ "- I- ____ _______ ___________3qg___ 10' SIDE YARD -_____ S'EYBAZ'K--- RBOBOSL➢_ VYs 2A'_GA6dGE_(LYP_)_____________ I I I OUTLET I.E. TANK BOTTOM i I I I 345.0 1 345.0 � •;; 334.0 B TANK 2 1 6000 8' 1344.5 1 344.5 340.58 6" 340.35 6" 334.0 OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE TI • • A I - EXISTING WATER MAIN ® ,, rA i u ________ 64" E/' 1 .342 / '/ I � � ,v�l� SIVIRL - - - -_ � : PROPOSED x .� u I I APARTMENT _,yy ,I i� rFRONT t�,A i` ` }. 7y - - -- 59' BUILDING "B' 59'1 •i T3 :; '1 YARD SET BACK w \ - -- -- APPROX. I , F.F.= 344.00 JJIIII ' � `. A-/ z ,i l )EXI571,d6e a" 57c4e-c,il 1=02 SCi,9t2 Is 1, /-1%7-7Jt- iv,v�, SloL 64 PRo pC� uoT d y e P"-TL CI L7 7T«NC ZE /rS 51JL W v U U 3, ALSO T%trs z.t�c- I5 �.. Y sc2U,c -c 1,66 F3 m,aiO4LuC7 J4(CH Pr_AnJS J .' f.J6 Lip E0 b -tr[rS i " % Hr5 o'r,CrT,t}S Ty<� 5 rLUC C / Z V r c - L1✓E woUL.D Bc 4SLIP ( � F /n'Ia�S VE2, st_L.J E2 Oe P"C SPECS uvLe s5 C71YL ISE A� -+TnJ ue1 zE13 / Tl c- �/ 2ccTV� . i His ALSV ELI mIV4TFj 7Nr n/E0 / CEr A FMK TH2u5i 13wccl b ti �D ��E�m P �T5E3t c°,A�(S 7U li4 VC /� a' DG -P7N u� SN2i I-RO vr) 7pP 04 PIPE= TD F /_', /sHbD GiUJOE tN `� PNn7P co r 1 , i v A nzaFr'I� �rzc9 . T2o� PFIAlEL -S CAn/voT 3G 2ucITED OV Ll.vlti'Ls $PACES, NNIST2"'I- OZEmr1 PosiS A2u ReQuip�D T.0 THESE C)SL5. �SIDeTCE 3e e cq���rs L9N�o7 i3 r- a�_�Ttg aTCC3c� Flrr /JLs. -tea S �tcP1J roc's - rVCED .1 -,L%SI aL.r_�D �T A J Yn 1,U1M r t'rn Fu iHcSL Y1TTn9(TS S u.LH t)� tiA�- SEA �� �Fr�isIOTGA �s(y RRF}DFSl,9Aw R�A%S AS P94A<AiLL --95 ,jEcn o ,, I= S/0w 6,9- T2A=FI - /iZLi15 _Tj L3ckL_s ��APPeo�eD �ti+L-LD SLieh? 9CS Fog ALC STEP S11STrn �PPu27cv o� q Nl:CS 70 13G uSeq Th1 15 PKo SF.cT, U77LITY CONFLICT NOTE CAUnONf THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES UTILITIES O WHETHER SHOWN ON THESE PLANS OR NOT BY AL POTHOLING THE G U77 E S AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING - U71UTY LOCATE O / 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS 70 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 VARIAnON. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. VOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DF-VELOPER NOTE: THE CONTRACTOR AND /rOR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REA"'RED MATERIAL TESTING, COMPACTION TESTING, AND APPUCAB¢_E INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIV T A E ENGI INFER. THE C TR ON ACTOR SHALL SUPPLY CERTIFYING ENGINEER G NEER WO TH DOCUMENI nON SIGNED BY A PROFESSIONAL SOILS ANID /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS; BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION W A S ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS> HAVE BEEN FOLLOWED. ~ 1z SDR 21 10[F-2- PVC(1PS MR 2T(CL -100,' - II 69LF 2' PV7 STEP SETTER S71,18 SDR 21 (CL- I IIIIII��� 34g I 1 C1 ?y) V� 346 5w - - 9-4- "TANK P2fl P SDR - S.T.E.P OTANK i I PARK AREA I )-2LF S' PVC I h° (51DR -35) 0 ZOOS1 I / . PROPOSED APARTMENT BUILDING "A " APPROX. F.F. = 346.50 I - - - - -- - -_ 64' - ---- - ---- -- -- 'r0`PSE- EASEMENT - PEP_ -AFN- 3982737 S.T.E.P. TANK TABLE BUILDING SIZE GAL. DIA. FT INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK gi 1 6000 18 345.0 1 345.0 1 340.58 6" 340.35 6" 334.0 B TANK 2 1 6000 8' 1344.5 1 344.5 340.58 6" 340.35 6" 334.0 JOINT S.T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE (GALJ DIA. (FT)l INLET RIM OUTLET RIM INLET LE OUTLET I.E. TANK BOTTOM A & B 6000 Q 8' 345.15 345.50 339.91 6" 341.75 2" 334.0 TAN K 3 PUMP ELEVATION SPECIFIC ATIONS LOW LEVEL LEAD PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON" ELEV. "OFF" ELEV. "ON" ELEV. ALARM ELEV. • (LIQUID LEVEL) Q PROPOSED SIDEWALK O U Q PROPOSED SHOULDER 338.30 33&80 1 339.18 1 339.30 13,39.68 339.80 N APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: SCALE: 7 " =20' 0 70 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND -P, 4! PROPERTY LINE R/W LINE -R,4v - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE Q PROPOSED SIDEWALK O U Q PROPOSED SHOULDER --- 456--- PROPOSED CONTOUR - -?� - EXISTING CONTOUR -_ -' -- - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE TI EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT I. EXISTING WATER MAIN ® PIPE NAME iL'[ -tU L'a; C +1 N'L- L?_Lij S�73YrllT /.7 f -?- f�LiL hi:U llCLn[.'..'( - -- _r,J ".`✓^'S -j L.O riel rrl i� IART)G� -1 [_A)dL ::3 C-t., L,L.; cr_L1 uliL Yn: a71J r,1 G✓1c i :.tiL t_ILE ,Ze:co n,.nz�nnu x 1 rC �ATECD Tz Lk, U) e4 EC,AL,4 S1LVS 5L2 6L kT1, c,l TEIC 6'�CPCSiD Pt,5 /iJCv C� '��mP r,9NK P e 12LS Nc.._51'si;' 6)1 r_1 Ls �FRorr, 12HR1<IV6 5TAL_LS 1...9cc.u07NL- J L�A'�6i C-�P SJALC- l „�-� ' 3 /V ✓ k h , T I N Lr L- h'T In v 7L_ .� - i I�ECL1Cr�T[T.L,j, 3 ,� 7AJK vr2 /JL>,Ui �•.L TA,vK zcct4iLD [n, Nurri 136k off: (7,ERSca95 E,vO NP i,v la / -rf <!1 LEc (. L_ S17 �AA3Lu.v ,.l v�uC P, 1(L r. I•.' Es:U Li l' G Vl TEIC' (SKoUUD 4�US51i3L� Gun.:TAmI -A!«,w ((I C- I'L`I:� IKL q. 1-.. T 1 I y J _� A tv ll f • I REVISION BLOCK DATE - i e AS 0 3 v. 1 r r ti R O N 1 I•11 A� 1 T `FSfI)N L 111 \ \\ II 8775 II 0 Ld N J I � U Z V) � ti O � S j I�lol�l 0 N 0 Z R 2 U Q o°ji m w� zCo ct�C, Q N v V O W � � Q6 O Q 3 O U Q v � Q W w w I�lol�l 0 N 0 Z R 2 U Q o°ji m w� zCo ct�C, Q N Q CL Lj vJ vJ CL LQ v / DATE 17 -25 -73 DRAWING NC STP 8115BASE HEETLLOFJ v V QM N O) n v Q6 CO m Q C�5 / W O U Q o � vJ o U Q CL Lj vJ vJ CL LQ v / DATE 17 -25 -73 DRAWING NC STP 8115BASE HEETLLOFJ EX. SIDEWALK CONSTRUCTION NOTES OCONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET S02. 2O CONTRACTOR TO FIELD VERIFY PIPE LOCA nON, 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 SD1 & 502. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 2 A /I/EH HU/V A FA R TMEN TS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. PARK /OPEN SPACE AREA PROPOSED 4' CONCRETE SIDEWALK I ARK AREA APPROVED FOR CONSTRUCTION BY: DATE: Director ofPubIw Works APPROVAL EXPIRES: v 3aa y PROPOSED S' CONCRETE. $IDE�N,4EK —�" S — 4S Y & I i 45.75 1 STA. 1 +96.05 = `- a `'Z' — — TW= 346.00 / 1 ¢ INTERSECTION "ENTRANCE" & Y`,� ••� W.. LE�J4050 PARKING ALIGNMENT "A" �s4flef FY STUB EX 315.95 T ----------- _____ 7Nfi56NB 1 TMI(UST,BL� I 10LF 2' PVC(1PS 1120 �'a 0!--- TW= 346.00 - 69LF 2' PYLI(1PS 1120 SDR 21 (L7. -200 SOR (p' -� °sue M , -- .346 ----------- SCALE: 1 " =10' T { , a _ = 346.50 0 5 10 20 F �� �-- - - - - -- APARTMENT 18' T'YP � -- -- a PROPOSED ,661 yo / BUILDING A /I G6 e 1 ° DUMPST .- as jgsDD m o p ",� ' pAD STA: 1 +95.78.8.9'Ri I L _ _ — _ _ _ _ — — X C7N , 1.e. -i�aag APPROX. �_` { AREA , 1NSUU F.F.= 346.50 i '^ ° W THRUST BEND I �. 1NRUST BLOCK � z FLOW ARROW o 347,04 I — — — _ — — — � �n a 1 � ' W "'h. 15' FRONT YARD ' SET BACK 47.27 a I 346.89 1 � I { 9? W ALIGNMENT °A' PLAN KEW — ! HORIZON 0 o � ��.PT N ki EX. ?, L '! !„ 5;;i,13 I EX 12" I:I m r � 0 a (6 u m d' cD n Oro corn ma, i�o� r ro� rn� p� a i iTi co iri co c6 cri co ,n N r7 r1 � M rn 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 FRORLE l9EW VERTICAL SCALE: i " =2' VERTICAL DATUM THURSTON COUNTY NOVO 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 0 16 PROPERTY LINE —RfW -- I I �1 EASEMENT LINE — — W • PROPOSED SANITARY SEWER MANHOLE 1 PROPOSED 2" STEP SERVICE O PROPOSED 2" STEP SERVICE VALVE K PROPOSED SIDEWALK +. -.� PROPOSED SHOULDER - -- 456 - -- • 1 - EXISTING CONTOUR 1 rl EXISTING EDGE OF PAVEMENT W W 1 DD EXISTING STORM MAIN 1 EXISTING SANITARY SEWER MANHOLE U y w n EXISTING CATCH BASIN .. EXISTING POWER POLE H EXISTING WATER GATE VALVE 1 EXISTING FIRE HYDRANT 1 EXISTING WATER MAIN _ 1 PARK /OPEN SPACE AREA PROPOSED 4' CONCRETE SIDEWALK I ARK AREA APPROVED FOR CONSTRUCTION BY: DATE: Director ofPubIw Works APPROVAL EXPIRES: v 3aa y PROPOSED S' CONCRETE. $IDE�N,4EK —�" S — 4S Y & I i 45.75 1 STA. 1 +96.05 = `- a `'Z' — — TW= 346.00 / 1 ¢ INTERSECTION "ENTRANCE" & Y`,� ••� W.. LE�J4050 PARKING ALIGNMENT "A" �s4flef FY STUB EX 315.95 T ----------- _____ 7Nfi56NB 1 TMI(UST,BL� I 10LF 2' PVC(1PS 1120 �'a 0!--- TW= 346.00 - 69LF 2' PYLI(1PS 1120 SDR 21 (L7. -200 SOR (p' -� °sue M , -- .346 ----------- SCALE: 1 " =10' T { , a _ = 346.50 0 5 10 20 F �� �-- - - - - -- APARTMENT 18' T'YP � -- -- a PROPOSED ,661 yo / BUILDING A /I G6 e 1 ° DUMPST .- as jgsDD m o p ",� ' pAD STA: 1 +95.78.8.9'Ri I L _ _ — _ _ _ _ — — X C7N , 1.e. -i�aag APPROX. �_` { AREA , 1NSUU F.F.= 346.50 i '^ ° W THRUST BEND I �. 1NRUST BLOCK � z FLOW ARROW o 347,04 I — — — _ — — — � �n a 1 � ' W "'h. 15' FRONT YARD ' SET BACK 47.27 a I 346.89 1 � I { 9? W ALIGNMENT °A' PLAN KEW — ! HORIZON 0 o � ��.PT N ki EX. ?, L '! !„ 5;;i,13 I EX 12" I:I m r � 0 a (6 u m d' cD n Oro corn ma, i�o� r ro� rn� p� a i iTi co iri co c6 cri co ,n N r7 r1 � M rn 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 FRORLE l9EW VERTICAL SCALE: i " =2' VERTICAL DATUM THURSTON COUNTY NOVO 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 0 16 PROPERTY LINE —RfW -- R/W LINE - - - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE O PROPOSED 2" STEP SERVICE VALVE K PROPOSED SIDEWALK +. -.� PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - EXISTING CONTOUR - - EXISTING EDGE OF PAVEMENT EXISTING STORM MANHOLE DD EXISTING STORM MAIN U EXISTING SANITARY SEWER MANHOLE U EXISTING SANITARY SEWER MAIN n EXISTING CATCH BASIN .. EXISTING POWER POLE H EXISTING WATER GATE VALVE n EXISTING FIRE HYDRANT .. EXISTING WATER MAIN 11%3 81, 5 O � II U Z K K O _ t O Q U 3 U W K 2 � n U ro 0 Ln 3 Z a K � to U � W� m W3 3� O m U 4 oe� r � aM N 0 v a� C G U roz g co v) w Q J w O IZ cc W Cl- Zi cj- Q � DATE 1 -25 -13 11DRAWING NO S1 11 8115BASE SHEET120F12 STA. ALIGN RI VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SO2. O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS SD7 & S02. © SEE SHEET "STP" FOR S.TE.P. TANK DESIGN. 352 350 348 346 344 342 I 340 338 336 334 APPROX. - -- - - -_y I „ . I'll , F.F,= 346.50 PROPOSED Lap GRADE ® ALIGNMENT AB' OF DRIVE n PLAN WEW v —SS— HORIZONTAL SCALE. 7 =10 o PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR —�� — EXISTING CONTOUR c� EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D - --D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - -, EXIS77NG SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE A EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN INST; :'.'- UNE CEANOUT AS 1-45' BEND SHORN & PER SID. THRUST BLOCK DETAIL 7 -20 ON SHEET SO/. LF 2- PWIPS 7120 SOR 21 (C. -200) i - - XIS77NCI GRADE -_ .. ¢ OF -DR1VL -.. -- I NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. ALIGNMENT 'B' PRIORLE KEW HORIZONTAL SCALE: VERTICAL SCALE: 1 " =2” N 1 +60 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works —' APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV'� 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND '0h� - -- - - -_y N ay PROPOSED Lap GRADE ® � OF DRIVE n �¢ v —SS— +� • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. ALIGNMENT 'B' PRIORLE KEW HORIZONTAL SCALE: VERTICAL SCALE: 1 " =2” N 1 +60 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works —' APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV'� 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND '0h� V N ay — — — — EASEMENT LINE — ADDITIONAL 70' 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 c� EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D - --D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - -, EXIS77NG SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE A EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN 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 NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. ALIGNMENT 'B' PRIORLE KEW HORIZONTAL SCALE: VERTICAL SCALE: 1 " =2” N 1 +60 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works —' APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV'� 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND '0h� PROPERTY LINE 'fW-- R/W LINE — — — — EASEMENT LINE — ADDITIONAL 70' 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 O EXISTING STORM MANHOLE D - --D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - -, EXIS77NG SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE A EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN 11 S2 8115 O Z o � W 0 0 � � Y U ¢ T W c) _ O c) U Z d o� Un ¢ obi W m J �S w Z � � Q_ N O . v v+ � n v M a � m 0 V a� U �Z Vnro, � w N g1 co c/) LLI wM W J w O I� W rrZ^ � V J Q Q J CL DATE 11 -25 -13 DRAWING NC 8115BASE iHEET-W OFLL GENERAL SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT- OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTROCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION, 5. THE 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 TIME 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 ME 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 SOR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS, 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DEIECTED BY A STANDARD METAL DETECTOR. IN ADDITON,STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED MM 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TED 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 12YABOW T4E BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE METAL CORE BACKING MARKED POWERT TAPE SHALL BE FURNISHED BY CONTRACTOR, 10 BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS, 13. PROVIDE TRAFFIC CONTROL PLANTS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AS REQUIRED, 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES 15. ANY CHANGES TO TIE 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 "ON -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, IF, BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATON TEST C) S.S. PRESSURE TEST O) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE IKEA TED. INSPECTION GUIDE FOR S. T. E.P. SEWER INSTALATION PUBLIC WORKS OFFICE PRIORVTOJISSUANCE OF PERMIT. ce ''SUBMITTED TO THE 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.S.I. WATER FBI? 1 MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING WIRE REG.) 5) A FINAL INSPECTION IS REWIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. A RECORD DRAXONG IS REQUIRED BEFORE SYSTEM CAN BE EXCEPTED, WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 (RIPS TO 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 SURFACE MIH 5TAINLt SS STEE1. TABLE BOLTS AND NEOPRENE'. GRADE GASKET COMPACTION REOMNlS. AN (TYP) -I 1 "31/4" ALL LIDS FINISH GRADE— ,,. 2' MIN TYP SLOP E TO 14 GAUGE COPPER GRADE f PVC RISER, TONING WIRE R �ORENCO SYSTEA TAIL INTO RISER l INC., OR EQUAL �ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON- TRAFFIC STEARNS TANKS) NOTE.. RISFR AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. FROM wk. TYPICAL RISER PROVED DWG. N0. �,�- ._... 7 -18 BILK WORKS DIRECTOR DATE DE,- — JIY I JEG TP 4/2007 RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. EDGE OF 2' WATER TALI BWb. CAP TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2'-0" TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND EXISTING GROUND — 14' GA. COPPER TONING WIRE W1iAX` ONCE AROUND CLEANOUT STANDPIPE NEW 4" PVC SEVER PVC C.O. LINE (TYP) O TAN DOABLE 2 °h SLOPE TO TANK SWEEPING TEE i FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED EQUAL TOP OF STEP TANK BAFFLE TYPICAL CONNECTION APPRO DWG. NO. �I" l % -7 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RESTORATION SURFACE SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE B FINISH YR GRADE E COMPACTION REOMNlS. OVER REQUIREMENTS eNUSHEp C CRUSHED SURFACE SELECT B<CKFILL FINISH GRADE $HALL BE SURFACE m BACKFILL SEE 3 g RESTORATION TABLE V OLOPEAIAS STEEP S m / / AS POSSIBLE N �� �� DWSI ROADWAY 1(1 -SEWER LINE PAVING OVER d' CRUSHED SELECT BACKFILL d PIPE BEDDING FOR SURFACE TOP COURSE FLEXIBLE PIPE GRADES AND CURBS PIPE O.D. j� el / CONCRETE SURFACE PIPE SELECT BACNFILL BIG (ORIY£WAY /510EWA[N) W COMPACT Tp R5E TEXTURE. AND GRADE. LANN/I.ANOSCAPE HYDgOSEED/ PLANTINGS OVER {' MIN. TYPE A N ATIYE BACKFILL FINISH GRACE $HALL BE COMPACT TO 09% AAOOTN k LCN951ANT TOP SOIL y,11N E %ISTIIIC GRADE NA11VE BACKFILL NWNO BACNfILL VNIYPPOKD $UFALE N/A I" ABOVE EXISTING LOMpgC1 TO BSR WADE t SMOOM CSBC a CRUSHED SURFACE BASE COURSE CST➢ = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. 7--3 PUBLIC WORKS DIRECTOR GATE - CKO. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 SURFACE THICKNESS BACK FILL/ COMMENTS/ PIPE COMPACTION REOMNlS. OVER REQUIREMENTS eNUSHEp C CRUSHED SURFACE SELECT B<CKFILL FINISH GRADE $HALL BE SURFACE TOP COURSE COMPACT 10 95R SAW 1H & CCNy$TANT WTH E %ISTNG A.G. PAVEMENT 3' MN, GNgDE B A.C. DWSI ROADWAY 1(1 PAVING OVER d' CRUSHED SELECT BACKFILL CWFORM TO ALL EXISTING OVEN WavEL BASE SURFACE TOP COURSE COMPACT TO 95R GRADES AND CURBS STORES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACNFILL HATCH EXISTING FlNIFI (ORIY£WAY /510EWA[N) CONCRETE THICKNESS COMPACT Tp R5E TEXTURE. AND GRADE. LANN/I.ANOSCAPE HYDgOSEED/ PLANTINGS OVER {' MIN. TYPE A N ATIYE BACKFILL FINISH GRACE $HALL BE COMPACT TO 09% AAOOTN k LCN951ANT TOP SOIL y,11N E %ISTIIIC GRADE NA11VE BACKFILL NWNO BACNfILL VNIYPPOKD $UFALE N/A I" ABOVE EXISTING LOMpgC1 TO BSR WADE t SMOOM MANHOLE RING AND COVER. CONCRETE COLLAR 14 GA. COPPER TONING WIRE 2' -D" TAIL INTO RISER —� CONTRACTOR TO EPDXY TWO 1" PVC PIPE PIECES f LONG TO FIBERGLASS LID FOR LIFTING `COMPACTED BACKFILL -RISER WITH FIBERGLASS LID ORENCO SYSTEMS, INC., OR EQUAL. • 21" PVC RISER REQUIRES 24" RING & CAST IRON COVER 24" PVC RISER REQUIRES 30" RING & ALUMINUM COVER 30" PVC RISER REQUIRES 36" RING & ALUMINUM COVER TRAFFIC BEARING LID DWG. N0, 7 -19 JY I JEG TP 1 4/2007 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Worka — APPROVAL EXPIRES: FINISHED GRADE F 30 "m RISER ALARM HIGH LEVEL LAC ON /OFF (d.$' DRAM OM ON TO OFT) 6, Q LEAD ON /OFF - rc (4,5" DRAWpOWN ON TO OFF) LOW LEVEL ALARM 6 u REDUNDANT OFF a ° 000 <� UT 25" � m 6" MIN. BEDDING- CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ APP•--- ,Rp —VfD Dwc. ND. ti-� 7 -14 PUBLIC H 8" RICH N0. 910 VALVE 80 %, DR EQUAL WITH COVER MARKING TO READ 'SEWER' (FEE.) PVC PIPE WITH I/4 ®Y O.C. EACH WAY TOP THREADED PLUG- 6' PVC PIPE A$iM D - DRIP 1/2" HOLE OR SLOT 3034 (WHITE) FOR WIRE GATE VALVE SHALT. BE SAME 2 "0-90' BEND 512E AS MAIN (MJxMJ) CONCRETE TONING WIRE BLOCK l/ f,O.VNECT TO MAINLINE USE EXPANSION FITTINGS AS RFpUIR ED • SON 40 PVC PIPE FROM VALVE (NUT EXTEN TIONS ftCOVIREO 10 VALVE W /SOLVENT WELD BRING MET i0 WITHIN 24" OF THE JOINTS. PIPE TO BE SURFACE SAME 52E SEWER MAIN CITY OF YELM _DEPT. OF PUBLIC WORKS TYPICAL END OF LINE- CLEANOUT APPRDVF� UWG.NO. LCD 7 -20 PUBLIC WORKS D IRECTOR DATE DES. WN. CK DATE JY JEC 7P a /zoo? 13 11 8115 II W U 2 Z O OC 2 j � R C� W O W O 3 U W `C Ed O O U � N Z J C, D � N UIn Q CD m e W 3 :DOm IC fl� J- t1 _ ccl coO h � ti bCC VI O I n V Q ^M 0 v C � O U o Q O Lai LLJ v J Z O I1� v / I� W DATE 11 -11 -73 SD1 I8115BASE HEET j¢OF12 WORKS DIRECTOR OATS Des. DWN. cqD. DA E JY JEG 7P 4/2007 IRECTOR DATE DES. WN. CK DATE JY JEC 7P a /zoo? 13 11 8115 II W U 2 Z O OC 2 j � R C� W O W O 3 U W `C Ed O O U � N Z J C, D � N UIn Q CD m e W 3 :DOm IC fl� J- t1 _ ccl coO h � ti bCC VI O I n V Q ^M 0 v C � O U o Q O Lai LLJ v J Z O I1� v / I� W DATE 11 -11 -73 SD1 I8115BASE HEET j¢OF12 J- t1 _ ccl coO h � ti bCC VI O I n V Q ^M 0 v C � O U o Q O Lai LLJ v J Z O I1� v / I� W DATE 11 -11 -73 SD1 I8115BASE HEET j¢OF12 IRN O OC 7 71 O OTY B BTT p ptt U U1 N NY n n1l I IT C Cco"d WIN, z C CA P PIAP N, L e-.IZ' FA u usA9NAN, I1,11,C - C — — 4 4 E EP A A 1ANoo IY xlz-xl : e : . . ; ; e e 0 0 a eA l a N l : : e a l l e N. Z a � ' 4 G 4, 4 SCALE: 1/2 2 I� s s -d m 1= 000 PSr CONCRE TE r) N5 RFBM RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. Effluent PV6 Riser with Grommels-- 7T,d— Level _.q (bond to tank adopter with recommended Odhesive) Slope Ground - -Fiber I GOSkeled Lid with -- Away Irom Riser gass _ 9omless Steel Bolls PVC Spike Box — -- with Cord Grips Conduit b +- Conlrol Penel Conduit Seal- - Tank Ada ter c r bot NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. - )VCherge Assembly -- Flexible Hoses (2) _ E1(lueil Discharge )"! l Corbel f Assembly k Velve (ophoonl) Inlet Por s inducer (2) Ef fluent Pump Purl Filler Cartridge actubee Pump Vault Orenco Systems(l) lixxxvulaw 011 AIRNAY AVENUE .,,RUNE OREGON 914]9 -9012 TELEPHONE'. (541) 459 -4449 FAGSOWN7 (UN) 459 -2884 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES:__ TABLE - FOR FEEDER WIRE RUN WORE SIZE MAXIMUM DISTANCE 1112 AM COPPER 150 FEET y10 AM COPPER 250 FEET $8 AM COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). TO SILENCE PI AA AA PUSH UGMT, FOR MI NCI, CALL 560- 459 -8411 CNY orS A. T111G ON PANEL FROM POWER Ir SOURCE NOIE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER NAIVE OR l BACKFILL AS DIRECTED B1 ENGINEER. 18PT. PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _ —ALARM LIGHT AND SILENCE BUTTON 1 "C. 8 -g12 TO STEP TANK - SIMPLEX 1'2 "C 13 -312 TO STEP TANK - DUPLEX 1'2-C, 17-1,12 10 STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP APPRCONTROL PANEL \ \ DWG. NOh PUBLIC WORKS DIRECTOR DATE 7 — " D€S. D . K A E JY JEG TP 4/2007 .-CH OR, 1V1 FLEXIBLE PIPE (SECTION 9 -03.15 WSDOT 1994 STANDARD SPECIFICATIONS) FIBERGLASS TANK BEDDING PROVED DWG. N0. 7 -16 SUNG WORKS DIRECTOR PATE D WN. CKO DATE JY JEG TP 4/2007 V V5 JOB 811 ER 5 T Or Z w 0 CS LC to LC W Q 1� I�l) N 0 In O � N s a K � to UDo W On m W� Z C) Q DO Or Q O S O Aoti cp (7 ''^^ C c V, M V v Q ^ M h m O �^ V Q Q C � O U Q Z U im C/) Z O LC T "' / Co cn J W DATE 11 -25 -13 DRAWING NC �njD2 8115BASE SCALE: 1/2 2 I� s s -d m 1= 000 PSr CONCRE TE r) N5 RFBM RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. Effluent PV6 Riser with Grommels-- 7T,d— Level _.q (bond to tank adopter with recommended Odhesive) Slope Ground - -Fiber I GOSkeled Lid with -- Away Irom Riser gass _ 9omless Steel Bolls PVC Spike Box — -- with Cord Grips Conduit b +- Conlrol Penel Conduit Seal- - Tank Ada ter c r bot NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. - )VCherge Assembly -- Flexible Hoses (2) _ E1(lueil Discharge )"! l Corbel f Assembly k Velve (ophoonl) Inlet Por s inducer (2) Ef fluent Pump Purl Filler Cartridge actubee Pump Vault Orenco Systems(l) lixxxvulaw 011 AIRNAY AVENUE .,,RUNE OREGON 914]9 -9012 TELEPHONE'. (541) 459 -4449 FAGSOWN7 (UN) 459 -2884 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES:__ TABLE - FOR FEEDER WIRE RUN WORE SIZE MAXIMUM DISTANCE 1112 AM COPPER 150 FEET y10 AM COPPER 250 FEET $8 AM COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). TO SILENCE PI AA AA PUSH UGMT, FOR MI NCI, CALL 560- 459 -8411 CNY orS A. T111G ON PANEL FROM POWER Ir SOURCE NOIE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER NAIVE OR l BACKFILL AS DIRECTED B1 ENGINEER. 18PT. PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _ —ALARM LIGHT AND SILENCE BUTTON 1 "C. 8 -g12 TO STEP TANK - SIMPLEX 1'2 "C 13 -312 TO STEP TANK - DUPLEX 1'2-C, 17-1,12 10 STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP APPRCONTROL PANEL \ \ DWG. NOh PUBLIC WORKS DIRECTOR DATE 7 — " D€S. D . K A E JY JEG TP 4/2007 .-CH OR, 1V1 FLEXIBLE PIPE (SECTION 9 -03.15 WSDOT 1994 STANDARD SPECIFICATIONS) FIBERGLASS TANK BEDDING PROVED DWG. N0. 7 -16 SUNG WORKS DIRECTOR PATE D WN. CKO DATE JY JEG TP 4/2007 V V5 JOB 811 ER 5 T Or Z w 0 CS LC to LC W Q 1� I�l) N 0 In O � N s a K � to UDo W On m W� Z C) Q DO Or Q O S O Aoti cp (7 ''^^ C c V, M V v Q ^ M h m O �^ V Q Q C � O U Q Z U im C/) Z O LC T "' / Co cn J W DATE 11 -25 -13 DRAWING NC �njD2 8115BASE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. - )VCherge Assembly -- Flexible Hoses (2) _ E1(lueil Discharge )"! l Corbel f Assembly k Velve (ophoonl) Inlet Por s inducer (2) Ef fluent Pump Purl Filler Cartridge actubee Pump Vault Orenco Systems(l) lixxxvulaw 011 AIRNAY AVENUE .,,RUNE OREGON 914]9 -9012 TELEPHONE'. (541) 459 -4449 FAGSOWN7 (UN) 459 -2884 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES:__ TABLE - FOR FEEDER WIRE RUN WORE SIZE MAXIMUM DISTANCE 1112 AM COPPER 150 FEET y10 AM COPPER 250 FEET $8 AM COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). TO SILENCE PI AA AA PUSH UGMT, FOR MI NCI, CALL 560- 459 -8411 CNY orS A. T111G ON PANEL FROM POWER Ir SOURCE NOIE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER NAIVE OR l BACKFILL AS DIRECTED B1 ENGINEER. 18PT. PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _ —ALARM LIGHT AND SILENCE BUTTON 1 "C. 8 -g12 TO STEP TANK - SIMPLEX 1'2 "C 13 -312 TO STEP TANK - DUPLEX 1'2-C, 17-1,12 10 STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP APPRCONTROL PANEL \ \ DWG. NOh PUBLIC WORKS DIRECTOR DATE 7 — " D€S. D . K A E JY JEG TP 4/2007 .-CH OR, 1V1 FLEXIBLE PIPE (SECTION 9 -03.15 WSDOT 1994 STANDARD SPECIFICATIONS) FIBERGLASS TANK BEDDING PROVED DWG. N0. 7 -16 SUNG WORKS DIRECTOR PATE D WN. CKO DATE JY JEG TP 4/2007 V V5 JOB 811 ER 5 T Or Z w 0 CS LC to LC W Q 1� I�l) N 0 In O � N s a K � to UDo W On m W� Z C) Q DO Or Q O S O Aoti cp (7 ''^^ C c V, M V v Q ^ M h m O �^ V Q Q C � O U Q Z U im C/) Z O LC T "' / Co cn J W DATE 11 -25 -13 DRAWING NC �njD2 8115BASE (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). TO SILENCE PI AA AA PUSH UGMT, FOR MI NCI, CALL 560- 459 -8411 CNY orS A. T111G ON PANEL FROM POWER Ir SOURCE NOIE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER NAIVE OR l BACKFILL AS DIRECTED B1 ENGINEER. 18PT. PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _ —ALARM LIGHT AND SILENCE BUTTON 1 "C. 8 -g12 TO STEP TANK - SIMPLEX 1'2 "C 13 -312 TO STEP TANK - DUPLEX 1'2-C, 17-1,12 10 STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP APPRCONTROL PANEL \ \ DWG. NOh PUBLIC WORKS DIRECTOR DATE 7 — " D€S. D . K A E JY JEG TP 4/2007 .-CH OR, 1V1 FLEXIBLE PIPE (SECTION 9 -03.15 WSDOT 1994 STANDARD SPECIFICATIONS) FIBERGLASS TANK BEDDING PROVED DWG. N0. 7 -16 SUNG WORKS DIRECTOR PATE D WN. CKO DATE JY JEG TP 4/2007 V V5 JOB 811 ER 5 T Or Z w 0 CS LC to LC W Q 1� I�l) N 0 In O � N s a K � to UDo W On m W� Z C) Q DO Or Q O S O Aoti cp (7 ''^^ C c V, M V v Q ^ M h m O �^ V Q Q C � O U Q Z U im C/) Z O LC T "' / Co cn J W DATE 11 -25 -13 DRAWING NC �njD2 8115BASE I�l) N 0 In O � N s a K � to UDo W On m W� Z C) Q DO Or Q O S O Aoti cp (7 ''^^ C c V, M V v Q ^ M h m O �^ V Q Q C � O U Q Z U im C/) Z O LC T "' / Co cn J W DATE 11 -25 -13 DRAWING NC �njD2 8115BASE CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD7 & 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 WD1 & WD2 OCONTRACTOR 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 WD7. © CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY AS SHOWN AND PER DETAILS ON SHEET WD2. OCONTRACTOR TO INSTALL TYPICAL 72LF^- 1 :J" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD7 & WD2. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. R /VEH RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. FIRE z Heir ASSUS.Y a / WI PROPOSED 4' i CONCRETE SIDEWALK PROPOSED d' W Wi STREET LIGHT LOCATION 3 PROPOSED 5� CONCRETE.SIOEWAL SfS ,00 A NME ? "A / -342°i • . CTI BE V9k:LEY� & OONiECr 70 45.75 4 S.E / WA I S60 47LF�r PWCL -MO) WAm+ Um 0 LE- 341.90 -: NWALL' 4 0/ llglUST BLOCK 1+ N A'IER YAN d. -i�p) W 1 +.. / / // / / --- i - --- -I�- -� i - ��_ ' -�{•� �� LE -3424' STA. 1 +96.05 = M19TALl: CE INTERSECTION E ANCE" & ✓� 1.4D' am PARKING ALIGNMENT -THM 'f BLOCK •- 346 -- bP 4 'jA� Dk1MPSTEjd bn _ 1 AREA Z� Ny. ' 347.04 / � m R' 15' FRONT YARD SET BACK �. I O N6y0 0 '� �. 47.27 / a ALIGNMENT 'A' PLAN HORIZONTAL CALEW D - C '7L!-' 8" l,' FI-) EX. 4" SE�-Rj O °f CROSSING ro °' WA ,c. - - -- .� > M r0 I M - - �N r7 M tt ¢m ¢w w . r7 M I PROPOSED RADE ® I Zr wll OF p CL DRIVE 00 QW EXIS ING GRADE BRINF___- -`____ - C '7L!-' 8" l,' FI-) EX. 4" SE�-Rj O °f CROSSING ro °' WA ,c. - - -- .� M r0 M M �0 M �N r7 M M M . r7 M N M 0+ 80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +51 ALIGNMENT 'A A FRORILE VIEW HORIZONTAL SCALE: 1 " - -10' VERTICAL SCALE: 1 " =2' PVC(OL -IM) WATER N417ER MM I •1 +�9. •1 r LE-341A9 i-4°' Sam '., TFIRI/sr E, 0 1 +60 1 +70 1 +80 1 +90 APPROVED FOR CONSTRUCTION BY: DATE: Di.a., of Public Works APPROVAL EXPIRES: - - - - - - - _ - - ni I PARK AREA - - - - - -- a - TW= 346.00 34587 y}5 95 o TW= 346.00 rn SCALE: 1 " =20' 18 TYP TW= 346.50 - 0 10 20 40 346-"__ - ------ M j w PROPOSED --- - - - - -- O APARTMENT w BUILDING "A° i APPROX. VERTICAL DATUM TYP. F.F.= 346.50 THURSTON COUNTY - - - - - -- NGVD 29 \LOWARROW o o BM: 1252 o CASED CONCRETE MONUMENT WITH BRASS 2 CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, 346.89 346.4 ELEV. 347.21 J92 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND PROPERTY LINE RfW-- R7W LINE - - - - EASEMENT LINE ADDITIONAL 10' UTILITIES EASEMENT ` PROPOSED IRRIGATION METER PROPOSED FIRE HYDRANT ' I ® PROPOSED WATER METER ,1 i WAY PROPOSED WATER MAIN I 4�I PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTNG POWER POLE f�l EXISTING WATER GATE VALVE �� i �' 4 i . .� ..� •`. ,, EXISTING FIRE HYDRANT .. EXISTING WATER MAIN 9 r 7 II���Y � vac'- } I,,, "� ,(, Y < I I � •,�_ . �,-, � . REVISION BLOCK NO. DATE DESCRIPTION BY ��� 3 MjDp CIE 411 APO. -w4 - r Sr SSIO Ali�O` -�- II a115 O Q "z U s � w � W n � � w Y U K Z O � U y Z 2 o� U� W� 0] w� O Q_ Z N � co cd Q Z F� W w Q O Lv zi cj- V J Q Q J DATE 1 -25 -13 DRAWING NC W1 8115BASE HEFT ]� OF J; I I '11 II / RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. PROPOSED 5' CONCRETE SIDEWALK g Y LE�c9n. I 9 AIJJ I ° s eLOac Y Ysy? feLFnr PYC((1 -156) MAN 1 el 201"T L 1.90 ALL - ' T BLOCK ST INTERSECTION ALIGNMENT "B° & PARKI 9ti ING ALIGNMENT "A" I I ' I I ,.•I I m I I I I f..:. ��r;•� :7 I I N =346. —1 s ti` 345. 345.95, 5.95 TW -347.0 — PROPOSE6'- 346.51 TW =346.00 TW= 346.001 APARTMENT 1; BUILDING "A" APPROX. F. F. = 346.50 lWayl 350 348 CONSTRUCTION NOTES p CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS \ SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI & WD2. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND \ " 546 CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO IN ST \ Z r -2 NVST• � 4 i i la I I 01 17LF - PVC(C7IC L : - � 1 :"I I ' 111ER MAN I I I I - —':& 4' IMDMCAt - - 7W - — - — - 1 � SIN• II 'rYYo INXIST � O -171F -e PIC(CL -15)) WATER MAN I I I dla MIS I I I I I I I I I I I ^I I I I I I I I I 1 I I 344.40 PROPOSED 5 CONCRETE SIDEWALK 6.27 -. - = 344.45 ' e 31 . PROPOSED PARK AREA APARTMENT BUILDING "B" ALIGNMENT 'B' APPROX, PLAN KEW F.F.= 344.00 HORIZONTAL SCALE. 1"71-7 kV INTERSECTION ALIGNMENT & ALIGNMENT "C" 12:1 MAX. SLOPE N L -150) 334 S ALL TYPICAL 58LF, 1 2 WATER SERVICE - R/W LINE f7 M \ AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND ^ Q of N O N PROPOSED FIRE HYDRANT f7 M 17 M M O CONTRACTOR TO INSTALL (1) 2" BLOW OFF ASSEMBLY AS SHOWN `. ,`; 344 M PROPOSED SHOULDER 456 - -- AND PER DETAIL ON SHEET WD2 O O W (0O M N D------D O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN'' O r EXISTING SANITARY SEWER MAIN O) AND PER DETAIL ON SHEET WDI. •. �, m "., EXISTING WATER GATE VALVE (n EXISTING FIRE HYDRANT N EXISTING WATER MAIN Ih ^ r © CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW O^ ^ `t N PREVENTION ASSEMBLY AS SHOWN AND PER DETAILS ON SHEET 342 - -- ! -- — — r O WD2. ,\ �.- .. _.— 2" SEWER SEWER . CROSSING 1 OCONTRACTOR TO INSTALL TYPICAL 72LF— 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND 1 DETAILS ON SHEETS WDI & WDZ 340 NVST• � 4 i i la I I 01 17LF - PVC(C7IC L : - � 1 :"I I ' 111ER MAN I I I I - —':& 4' IMDMCAt - - 7W - — - — - 1 � SIN• II 'rYYo INXIST � O -171F -e PIC(CL -15)) WATER MAN I I I dla MIS I I I I I I I I I I I ^I I I I I I I I I 1 I I 344.40 PROPOSED 5 CONCRETE SIDEWALK 6.27 -. - = 344.45 ' e 31 . PROPOSED PARK AREA APARTMENT BUILDING "B" ALIGNMENT 'B' APPROX, PLAN KEW F.F.= 344.00 HORIZONTAL SCALE. 1"71-7 kV INTERSECTION ALIGNMENT & ALIGNMENT "C" 12:1 MAX. SLOPE N L -150) 334 PROPERTY LINE - -RiW -- R/W LINE f7 M W [p M ^ Q of N O N PROPOSED FIRE HYDRANT f7 M 17 M M � N) M r•) � 17 M PROPOSED SHOULDER 456 - -- N O O W (0O M N D------D (�O O r EXISTING SANITARY SEWER MAIN O) EXISTING CATCH BASIN m m O m EXISTING WATER GATE VALVE (n EXISTING FIRE HYDRANT N EXISTING WATER MAIN Ih ^ r N N O^ ^ `t N m M i+Mj r O 0 +00 0 +10 0 +210 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 ALIGNMENT 'B' PROFILE VIEW NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. HORIZONTAL VERTICAL SCALE: 1" =2' APPROVED FOR CONSTRUCTION BY: DATE: _ Dio,ctor of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P, 42 PROPERTY LINE - -RiW -- R/W LINE f7 M W [p M ^ Q of N O N PROPOSED FIRE HYDRANT f7 M 17 M M � N) M r•) � 17 M PROPOSED SHOULDER 456 - -- 1 +20 1 +30 1 +40 1 +50 1 +6n +70 N0. DATE APPROVED FOR CONSTRUCTION BY: DATE: _ Dio,ctor of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P, 42 PROPERTY LINE - -RiW -- R/W LINE — — — — EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W- --W PROPOSED WATER MAIN PROPOSED SIDEWALK _ PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR -L 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 G EXISTING POWER POLE N EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT IN - - -- /- EXISTING WATER MAIN BLOCK By 8115 LQ 0 U � Z V) ti LJ o� C7 W C7 � p � 3 Y U O I c� I U y N z a O u3 Un3 cnm W� zoo K�� I 2 N or)� COM c Q "3 � N Vp 0 v Q � 3 a Q C o cdUI Q Z O vl � J w I.� nM �J LW f� O IZ 01 cl- —� W J !_ cl- Q � 11'l DATE 11 -25 -13 DRAWING NC W2 8115BASE HEET ].Z OF]3 GENERAL WATER NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CRY OF YELM STANDARDS AND ME MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO eL ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM, CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -8470 TO SCHEDULE THE MEETNG. THE CONTRACTOR IS RESPONt;,BLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1120, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SON) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AMA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR 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 ME REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER IRAN THE SHIP OF 18 DUCTILE IRON PIPE DIP : DIP SHALL CONFOR M TO AWWA 0751 CLASS 50 OR GREATER AND SHALL BE 1 16 -INCH CEMENT LINE AND D SEALED IN ACCORDANCE WITH AN51 AWWA C104 A 1.4-90 AN / / / 2 D MEET THE REQUIREMENTS OF WSOOi STANDARD SPECIFICATIONS SECTION 9- 30.2.()). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, AIRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H. KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR ALAN. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6, ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE HIM THE ABOVE REFERENCED SPECIFICATION (NOTE IT 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -HIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAP APPROVED E "D" OR A OWED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE SINGLE CONDUCTOR OR EQUAL), W BODY WRAPPED AROUND THE PIPE, BROUGHT UP AND RED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A BR SPLICE KIT, MANUFACTURED BY APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL L BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUMS. 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 WITH 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 MERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 1.1 AT ANY CONNECTION TO AN EXISTING LINE MORE 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 F A E 0 ALL ITEM$ HN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT IRE CONTRACTOR SHALL OBTAIN A PUNCH LIS OF KBOARED BY THE CITES INSPECTOR DETAILING REMAINING ITEMS TI WORK i0 BE COMPLETED. ALL ITEMS OF WORK SHORN A 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. 7 Top View operating nut I- limits of payme t �25 Paint Hydrant Weather shield Ix. Sun Yellow High� and Hydrant Lock Grade Enamel Bonnet _____ # 13312 _ L - 21/2 "Hose connection with thfead:s I HYDRANT OFFSET __4 T/2" Slealme, connection with NST threads See valve box and A & 5" Storz ado ter o P Valve stem detall- 4, P�PO Style 5 -317 w /SC cap 6 -11 o- P 18 " -24" �_- 1 Ground To Suit - Standpipe trench opth 3' MBlmurn - 6" Flanged fire hydrant tee Each Pipe Joint 8. 8'110 Me Ti galulg n'-t Class 52 ductile iron e cut pipe No Len 1 gh 6° ota vc I 9 e F X L MJ - See note klelow Via rigs -- 4"x8 "x16" concrete block Hydrant shoe Backfill to top Of drain ring housing bolts with 2" washed rock as shown Plastic barrier between Z6' x 6' sheet of 11 mil. plastic or con- thrust block and tee Notes s}rucfion fabric, covering 2" Was hecy rock Concrete thrust st black I. H drools h I y s of be located In eastg o place against accordance with Section three fitting only In addition, t minimum three foot radius unobstructed working area shall be provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or DEPT_ OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion FIRE 3. Gate valves shall be resilient wedge f IRE HYDRANT NRS with 0-rU9 souls. Valve ends shall be Mechanical joint by ANSI flanges. Valves sholl conform to AWWA 509 -80. APP FQAED DING. NOT Valve s shalt be Mueller M &H, Kennedy, p Claw R/W Or V. .Drcu5 Series 500. PUBLIC WORKS DIRECTOR CATE 6._ 4. Fire Hydrant lock payment is required DES DWN. city Will order and Install I CKD. DATE F.5 JIG iP 4/91107 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSU - - PIPE DIAMETER -_ � ___ 90' BEND 45' BEND 0 SOFT CLAY 1,000 22 -1/2' BEND _ _ 11 -1/4' BEND TOP (VIEW TOP !VIEW OP VIEW 4,000 T TEE 4" 3,600 WYE 1,000 YY� vv,.vU /111J TY 2,600 6" 8,000 SIDE (VIEW �,.\. A\/.lv '\�`'2i( \\ 5,700 A E I 14,300 SIDE VIEW SIDE VIEW 2,000 10,100 TEE CROSS GATE VALVE 6,200 HORIZ. BEND 15,800 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 \ 16"- �> 30,800 15,700 7,900 40,300 \ \� / TEE WITH I CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS `'' ma�yy''"" tTf\�v�VK{w,\ (; \% \ • ie Y. S ,\\>T11% 45° - 90° VERTICAL BEND CITY OF YELM, WASHINGTON _ DEPT. OF PUBLIC WORKS_ NON: STANDARD I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- _ TWEEN ALL THRUST BLOCKS & FITTINGS. APPOVi� on, NO 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM I 6 -13 DIAMETER. PUBLIC WORKS DIRECTOR DATE S, ORD. DATE ES JEG I 4/2007 7 Top View operating nut I- limits of payme t �25 Paint Hydrant Weather shield Ix. Sun Yellow High� and Hydrant Lock Grade Enamel Bonnet _____ # 13312 _ L - 21/2 "Hose connection with thfead:s I HYDRANT OFFSET __4 T/2" Slealme, connection with NST threads See valve box and A & 5" Storz ado ter o P Valve stem detall- 4, P�PO Style 5 -317 w /SC cap 6 -11 o- P 18 " -24" �_- 1 Ground To Suit - Standpipe trench opth 3' MBlmurn - 6" Flanged fire hydrant tee Each Pipe Joint 8. 8'110 Me Ti galulg n'-t Class 52 ductile iron e cut pipe No Len 1 gh 6° ota vc I 9 e F X L MJ - See note klelow Via rigs -- 4"x8 "x16" concrete block Hydrant shoe Backfill to top Of drain ring housing bolts with 2" washed rock as shown Plastic barrier between Z6' x 6' sheet of 11 mil. plastic or con- thrust block and tee Notes s}rucfion fabric, covering 2" Was hecy rock Concrete thrust st black I. H drools h I y s of be located In eastg o place against accordance with Section three fitting only In addition, t minimum three foot radius unobstructed working area shall be provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or DEPT_ OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion FIRE 3. Gate valves shall be resilient wedge f IRE HYDRANT NRS with 0-rU9 souls. Valve ends shall be Mechanical joint by ANSI flanges. Valves sholl conform to AWWA 509 -80. APP FQAED DING. NOT Valve s shalt be Mueller M &H, Kennedy, p Claw R/W Or V. .Drcu5 Series 500. PUBLIC WORKS DIRECTOR CATE 6._ 4. Fire Hydrant lock payment is required DES DWN. city Will order and Install I CKD. DATE F.5 JIG iP 4/91107 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSU - - PIPE DIAMETER -_ � ___ 90' BEND 45' BEND 0 SOFT CLAY 1,000 22 -1/2' BEND _ _ 11 -1/4' BEND _ DEAD END OR 3,000 SAND & GRAVE L 4,000 CEMENTED WITH TEE 4" 3,600 2,000 1,000 500 2,600 6" 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 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 14" 43,600 23,600 12,100 6,100 30,800 16"- 57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH, FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SiIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LOTS (- 3000 LB/S. F. = 10 .7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WI7(HS'IAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. THRUST LOADS ,A - - -_ -_ -_._.- DWG. N0, PUB C WORKS DIRECTOR DALE 6 - 1 4 DES. D M. CND. DATE ES JEG rP a /2nm R / VEH FAUN APAi9TME/VTS NE 114, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. - 3' x 3' x 4" CLASS 3000 CONCRETE PAD 3 OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W 1.0' ACP - I LB "-I CSTC 1 0.5' CONCRETE CL 30001 INSIDE PAVED ROADWAY _ 12 _RECESSED HANDLE TYPE COVER �- - INLAND FOUNDRY $248 10" 6 3/4 VALVE BOX WITH 8 3/4" I WATER" CAST IN LID t 9q TOR DECO 910 SECTION / is- f a i o � I M U z M w 2 r I� NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY EXTENDED E DED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND U VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. U 3/16" Thk X 5 1/5" CIA STEEL _ GUIDE PLATE WELDED TO RISER SHAFT. O 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. AP NOTE:- 'Y / FINISHED GRADE o: fi \l"T \ \ }FIB '- - - -\S2 of -10 OR 18" -6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. E STEM RISER IRED MAX. IS EXCEEDED ;TH VARIES) -GATE VALVE SH W - 0 N SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. OF PUBLIC WORKS STANDARD VALVE BOX DWG. N0. ALL WELDS TO SHAFT SHALL BE 1/4'• PUBLIC WORKS DIRECTOR DATE 6-1 1 FILLET WELD ALL AROUND. DES. DWN. CKD. DATE is JEC TP 4/2007 SIZE q g 1 112- 2" 17 1/4" 15" a n wl METER BOX 1 1/2"-2" POLYETHYLENE 1 / E LNE 1 1 1/2 " -2" MAT E _% APPROVE Ij_tf'STER�B X BO - 1730 17 READER UA BO% - BCF 1730 X 12 B45C OR APPROVED EQUAL VL7\rll ADAPTER L. _ 2' RESILIENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VALVE 5ERWCE SADDLE I ROMAC 2025 OR 21* SLOPE i0 BOX / 68° i0 CENTER OF BOX 0 s kL CURB CHECK VAALVE 14 GAUGE A AL n e y BALL COPIRS SO GATED v COPPER v c ° =A'-1 TONING WIRE 4 i WRAPPED METER AROUND THE 1 1/2 - 811 -668 RESIT PIPE (SEE 2" - 811 -JJJ GENERAL 1 1/z" _ C - 86 6J NOTES N0. FORD PACK JOINT ]) CORP71.RD TYPE R f No LINE (USE 200 LIPS DRISCO PIPE LYETHYLENE PIPE) LL VATIC --.._J E WITH PACK JOINT I &FEMALE L I.E. THREADS 11/2 2 MALE NIPPLE I SERT'T SADDLE CITY OF YEL 1. STTAAINNLESS STEEL INSERTS REQUIRED FOR ALL __ DEPT. OF FF PACK JOINTS, RESTORATION DEPTH - -- _. TRACE TAPE 12' TO 18� UNDER PAVES HE FINAL GRADE. TRENCH BACKFILL -\ \ / -� -- TRACER WIRE (SEE GENERAL SEE NOTE I, 2, 3 (WATER NOTES NO. J) & 5 6- MIN. BEDDING MATERIAL _- ' ""'N' SEE NOTE 4 A \ \ \ \ \ \ V I UNDISTURBED SOIL NOiLS. I. A MINIMUM COVER OF J.5' SHALL BE MAINTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3, NATIVE TRENCH SACKFUL MATERIAL SHALL BE SORTED OR SCREENED 50 THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES, 4. PIPE BOOING MATERIAL SNAIL BE SAND OR OTHCR CITY APPROVED EQUAL. NO SUBSTUTIONS WILL Elf ALLOMED WRNOUF WRITTEN AUTHORIZATION FROM THE CITY Of YELM. 5. EIIERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSOOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS _ TYPICAL WATER MAIN TRENCH & BEDDING APPI20 DWG. NO PUBLIC WORKS DIRECTOR DATE 6-15 DES. OWN, CND. DATE ES JEG TP 4/2007 17" I" BY- A P 55 VALVE W /LOCNABLE CAP 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2" TO 2" GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FORD VUH 75 -15B13 OR EQUAL 2" - FORD VBH 77 -15817 OR EQUAL APPRO DWG. NO 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2' TAPS WITH BRASS 2" NIPPLE AND PUBLIECiOR DATE 6 -3 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SOR -21 PVC PIPE HOUSING DES. DWN. ID. DAIS E$ JEG: TP 4/2007 a" r' III ® ® o °I 6' -- TOP VIEW - _.. . Tr, EXIST - GROUND TEST COCKS SPLICE SEATED (d REO'D.) G" MIN c SHUTOFF R VALVES 3' e,. A1nX 1(2 RIO 0) uI110N5 - 2 REO D NO GALVANIZED PIPE ON INLET SIDE 6' MM. OF ASSEMBLY P A C' 1 L L s r c Ore CEMENT SIDE VIFtN METH E BOX °�O °°6' °gox° °sy'4hLIVroB °o oy°�s8 o °4 °° aaD,o�l °o°Pt wQs No (BET Ow GROUND MSTALLA)ION) GRAVEL 12" MIN. NOTE: ALL ITEMS SHALL COMPLY WIND THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORZONTAL WiH GROUND. DESIGNED FOR BACK 51PHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PPEVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, W GTONI THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS - DO NOT INSTALL M AN AREA SUBJECT TO FLOODING -- - - -- - VALVE SHALL RE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY Z AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODFt - A AT PERMIT IS REQUIRED. APPROV DWG. N0. � PUBLIC WORKS DIRECTOR DATE 6 -16 DES. DWN. CKD. DATE KR JFG TP 4/2007 APPROVED FOR CONSTRUCTION BY: _DATE: Director of Public Works APPROVAL EXPIRES: 3' HU LRLL NTJ ON APPROVED LOCAL VAIV. PLUG -2 slew[ COINUNa la VAryE BOX TOP- - - �- - B 1 CONCRHE METER BD% WITH MEIAL LID -- ' VALVE DO% 24 B 1 ^ f- Ol OM 2' CALV_ PPE "I'L E STRAP SAO ULE \ PRT sGDRPOUO N \-2" SL EIUUW GALV2' 6NE VALVE PEN Nr_ CITY OF YELM Df _PT. OF PURI.IC WORKS 2 INCH BLOW -01-F ASSEMBLY APR ToW, NO, PU ERIC WORKS DI KE 010, DATE V 4. DES. DWN CKD. 1zCATE ES JEG TP 4/2007 I POUNDS PER SOIL SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVE L 4,000 CEMENTED WITH CLAY HARD SHALE -_ 10,000 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. THRUST LOADS ,A - - -_ -_ -_._.- DWG. N0, PUB C WORKS DIRECTOR DALE 6 - 1 4 DES. D M. CND. DATE ES JEG rP a /2nm R / VEH FAUN APAi9TME/VTS NE 114, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. - 3' x 3' x 4" CLASS 3000 CONCRETE PAD 3 OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W 1.0' ACP - I LB "-I CSTC 1 0.5' CONCRETE CL 30001 INSIDE PAVED ROADWAY _ 12 _RECESSED HANDLE TYPE COVER �- - INLAND FOUNDRY $248 10" 6 3/4 VALVE BOX WITH 8 3/4" I WATER" CAST IN LID t 9q TOR DECO 910 SECTION / is- f a i o � I M U z M w 2 r I� NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY EXTENDED E DED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND U VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. U 3/16" Thk X 5 1/5" CIA STEEL _ GUIDE PLATE WELDED TO RISER SHAFT. O 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. AP NOTE:- 'Y / FINISHED GRADE o: fi \l"T \ \ }FIB '- - - -\S2 of -10 OR 18" -6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. E STEM RISER IRED MAX. IS EXCEEDED ;TH VARIES) -GATE VALVE SH W - 0 N SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. OF PUBLIC WORKS STANDARD VALVE BOX DWG. N0. ALL WELDS TO SHAFT SHALL BE 1/4'• PUBLIC WORKS DIRECTOR DATE 6-1 1 FILLET WELD ALL AROUND. DES. DWN. CKD. DATE is JEC TP 4/2007 SIZE q g 1 112- 2" 17 1/4" 15" a n wl METER BOX 1 1/2"-2" POLYETHYLENE 1 / E LNE 1 1 1/2 " -2" MAT E _% APPROVE Ij_tf'STER�B X BO - 1730 17 READER UA BO% - BCF 1730 X 12 B45C OR APPROVED EQUAL VL7\rll ADAPTER L. _ 2' RESILIENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VALVE 5ERWCE SADDLE I ROMAC 2025 OR 21* SLOPE i0 BOX / 68° i0 CENTER OF BOX 0 s kL CURB CHECK VAALVE 14 GAUGE A AL n e y BALL COPIRS SO GATED v COPPER v c ° =A'-1 TONING WIRE 4 i WRAPPED METER AROUND THE 1 1/2 - 811 -668 RESIT PIPE (SEE 2" - 811 -JJJ GENERAL 1 1/z" _ C - 86 6J NOTES N0. FORD PACK JOINT ]) CORP71.RD TYPE R f No LINE (USE 200 LIPS DRISCO PIPE LYETHYLENE PIPE) LL VATIC --.._J E WITH PACK JOINT I &FEMALE L I.E. THREADS 11/2 2 MALE NIPPLE I SERT'T SADDLE CITY OF YEL 1. STTAAINNLESS STEEL INSERTS REQUIRED FOR ALL __ DEPT. OF FF PACK JOINTS, RESTORATION DEPTH - -- _. TRACE TAPE 12' TO 18� UNDER PAVES HE FINAL GRADE. TRENCH BACKFILL -\ \ / -� -- TRACER WIRE (SEE GENERAL SEE NOTE I, 2, 3 (WATER NOTES NO. J) & 5 6- MIN. BEDDING MATERIAL _- ' ""'N' SEE NOTE 4 A \ \ \ \ \ \ V I UNDISTURBED SOIL NOiLS. I. A MINIMUM COVER OF J.5' SHALL BE MAINTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3, NATIVE TRENCH SACKFUL MATERIAL SHALL BE SORTED OR SCREENED 50 THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES, 4. PIPE BOOING MATERIAL SNAIL BE SAND OR OTHCR CITY APPROVED EQUAL. NO SUBSTUTIONS WILL Elf ALLOMED WRNOUF WRITTEN AUTHORIZATION FROM THE CITY Of YELM. 5. EIIERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSOOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS _ TYPICAL WATER MAIN TRENCH & BEDDING APPI20 DWG. NO PUBLIC WORKS DIRECTOR DATE 6-15 DES. OWN, CND. DATE ES JEG TP 4/2007 17" I" BY- A P 55 VALVE W /LOCNABLE CAP 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2" TO 2" GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FORD VUH 75 -15B13 OR EQUAL 2" - FORD VBH 77 -15817 OR EQUAL APPRO DWG. NO 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2' TAPS WITH BRASS 2" NIPPLE AND PUBLIECiOR DATE 6 -3 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SOR -21 PVC PIPE HOUSING DES. DWN. ID. DAIS E$ JEG: TP 4/2007 a" r' III ® ® o °I 6' -- TOP VIEW - _.. . Tr, EXIST - GROUND TEST COCKS SPLICE SEATED (d REO'D.) G" MIN c SHUTOFF R VALVES 3' e,. A1nX 1(2 RIO 0) uI110N5 - 2 REO D NO GALVANIZED PIPE ON INLET SIDE 6' MM. OF ASSEMBLY P A C' 1 L L s r c Ore CEMENT SIDE VIFtN METH E BOX °�O °°6' °gox° °sy'4hLIVroB °o oy°�s8 o °4 °° aaD,o�l °o°Pt wQs No (BET Ow GROUND MSTALLA)ION) GRAVEL 12" MIN. NOTE: ALL ITEMS SHALL COMPLY WIND THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORZONTAL WiH GROUND. DESIGNED FOR BACK 51PHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PPEVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, W GTONI THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS - DO NOT INSTALL M AN AREA SUBJECT TO FLOODING -- - - -- - VALVE SHALL RE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY Z AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODFt - A AT PERMIT IS REQUIRED. APPROV DWG. N0. � PUBLIC WORKS DIRECTOR DATE 6 -16 DES. DWN. CKD. DATE KR JFG TP 4/2007 APPROVED FOR CONSTRUCTION BY: _DATE: Director of Public Works APPROVAL EXPIRES: 3' HU LRLL NTJ ON APPROVED LOCAL VAIV. PLUG -2 slew[ COINUNa la VAryE BOX TOP- - - �- - B 1 CONCRHE METER BD% WITH MEIAL LID -- ' VALVE DO% 24 B 1 ^ f- Ol OM 2' CALV_ PPE "I'L E STRAP SAO ULE \ PRT sGDRPOUO N \-2" SL EIUUW GALV2' 6NE VALVE PEN Nr_ CITY OF YELM Df _PT. OF PURI.IC WORKS 2 INCH BLOW -01-F ASSEMBLY APR ToW, NO, PU ERIC WORKS DI KE 010, DATE V 4. DES. DWN CKD. 1zCATE ES JEG TP 4/2007 I •� W v*Q � R. a3B o 2 - P I do ST BY I JOB 8115BER U Z Z F- O � 2 T I U W U O O U 3 U W 1 2 •� W v*Q � R. a3B o 2 - P I do ST BY I JOB 8115BER U Z Z F- O � 2 ICIQIUI nro In I Z J IL C) � to T U Lp Qrn US W 3 zC° �C]m � V 2 N U � ITS CO ''^^ C V, M I a Q M O V m Q� �5 Q C V Q N Z _O I� ~ W W Q ((Z� Cn J W DATE 11 -25 -13 DRAWING NC WD1 B175BASE HEET 1@ OF1; U W U O O U 3 U W (C 2 ICIQIUI nro In I Z J IL C) � to T U Lp Qrn US W 3 zC° �C]m � V 2 N U � ITS CO ''^^ C V, M I a Q M O V m Q� �5 Q C V Q N Z _O I� ~ W W Q ((Z� Cn J W DATE 11 -25 -13 DRAWING NC WD1 B175BASE HEET 1@ OF1; TO BE I PSE PER RI VER HUIV APARTMENTS NE 1/4, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M OFFSITE IMPROVEMENT PLAN CONSTRUCTION NOTES 01 SAWCUT EXISTING ROAD PAVEMENT. REMOVE ASPHALT AS HATCHED AND HAUL OFF SITE TO APPROVED DISPOSAL SITE. CONSTRUCT NEW ROAD SECTION PER UTILITY PATCH DETAIL ON SHT RSI. 20 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 RSI. O CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RSI. © 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. ,(r _ 1 YPE I PAD AREA TYPE 11 se TYPE III \ TYPE IV T Y P I C A V IC U R B R A II P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPAONG. HAVE MAX. T /2` LIP EXPANSION JOINTS & SCORF AT 45. MARK DETAIL FOR ADDI'NONAL A NOTES. � / 1 FLOW LINE SEE 12 9 \ I 1 OF GUTTER L� O' 4S _ \� \\ \j b/ 4. ,�dl'l. REDO. DETAIL � 12 LIP OE AIL B AV P SEC 1101' NOTES:-- - L RAMP TEXTURIMG IS TO BE DONE WITH AN EXPANDED METAL GRATE /PLACED AND REMOVED FROM WET CON, TO LEAVE A/blAMOND PATTERN- THE LONG AXIS OF (� ( OF YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE C RR" GROOVES SHALL BE 1/8" DEEP AND �FPT. 0 _PUBLIC WORKS UR lY ICAL- 2. CU A.BI. /RAMPS SHALL BF POURED AS A SEPARATE r) A r I_j GUTT ER, OISOLATED DBY EXPANSION T JOINT H MATERIAL IJD CURL, A`,df S ON AIL SIDES EXCEPT AT END OF RAMP NEXT TO _ RWAY. r r RV AL APPHC�EL L DWI, NO" 3, IN-ETS SHALT. BE LOCATED 30 THAT RUNOFF DOE' NOT FLOW PAST THE CURB EASE. NO INLET' ARE PUBIIC WORKS DIRECTOR BATE —'L 2 TO BE SET SO THAT PEDESTRIANS WALK OVER OR - - — AROUND THEM. DES DWIJ. CKD DATE JEG S c C S_( 10/3/94 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. LONGAARE ST. S.E. PLAN VIEW HORIZONTAL SCALE: 1--10' L(, � IA I,��� __ �c�e <: [.d 1 � emu• -• o 1 1/2 NI07ES'. 11. INHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH. o. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. $. REFER TO SECTION 4B -140, YELM DEVELOPMENT lA IIDELINES. CEMENT CONCRETE APPROACH APPROVED PVBLIC WORKS DIRECTOR DES. DWN. s C DWO.:+0, 6A, E 4 - -9 CD DATE C 12/21/95 E XISTINTIN I EG I TRAFFlC LONE I PROPOSED I PROPOSED PLANTER 5TRIP I 5IDPJVALK EXISTING CURB 6.0— R04V DEDICA'IOIv SECTION A -A PROPOSED N G. RMV I APPROVED FOR CONSTRUCTION BY: DATE: Direcmr of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES REWSION BLOCK LEGEND —i4— PROPERTY LINE PIN LINE — P74W-- -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN U PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 --- PROPOSED CONTOUR ..... 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 [H EXISTING WATER GATE VA: VE a EXISTING FIRE HYDRANT o EXISTING WATER MAIN 0r 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0 0.00 EXISTING TOP OF PAVING SPOT ELEVATION II 8115 II 04 Lu U (A AD Q W a o N Q W W 0 o U w- 3 Z o� U� Qm W R �3 W Z � � O Q �N2 N P-: V! � r � Q 8 ry O rlJ V "^ � Q 3 c J U W ti Z N .J N g�o Q V Z W LLJ CL W O DATE 11 -25 -13 DRAWING NO. FR 8175BASE