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20130320 Civil Plans 2 02102014 (River Run Apartments)I PROPERTY DESCRIPTION 24 -17 -1E IA NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF Y[L J SHEET INDEX CITY OF YELM CVR 7 OF 21 COVER SHEET - TP1 2 OF 21 TES.C. & GRADING PLAN -W- TP2 3 OF 21 TE.S.C. — SPECIFICATIONS ■ TP3 4 OF 21 TE.S.C. — DETAILS 1j. R7 5 OF 21 PLAN & PROFILE R2 6 OF 21 PLAN & PROFILE O R3 7 OF 21 PLAN & PROFILE R4 8 OF 21 STORM TRENCH — PLAN & SECTIONS EXISTING STORM MAIN RS7 9 OF 21 STORMWATER — DETAILS & SPECIFICATIONS EXISTING SANITARY SEWER MAIN RS2 10 OF 21 STORMWATER — DETAILS & SPECIFICATIONS EXISTING POWER POLE PG1 11 OF 21 PARKING & GRADING PLAN ' STP 12 OF 21 S.T.E.P. SYSTEM PLAN EXISTING WATER MAIN S1 73 OF 21 PLAN & PROFILE S2 14 OF 21 PLAN & PROFILE SDI 75 OF 21 SANITARY — DETAILS & SPECIFICATIONS SD2 16 OF 21 SANITARY — DETAILS WAT 77 OF 21 WATER SYSTEM PLAN W1 18 OF 21 PLAN & PROFILE W2 WD7 19 OF 21 20 OF 21 PLAN & PROFILE WATER — DETAILS & SPECIFICATIONS FR 21 OF 21 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -17 -1E IA NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF Y[L J WATER: CITY OF YELM CATV COMCAST A /I/EFl RUN APARTMENTS NE 114, SE 114, SEC .24, TWN.17 N., RNG. 1 E, W.M. 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 ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTIL177ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA7ON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE. THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNER BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION F T BUILT ACCORDING THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS M ACHIEVED CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED E ALL TRENCHES AND ROAM SECTION, AND ALL CONSTRUCTION ELAN MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE I°LANS HAVE BEEN FOLLOWED. MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. - -- - DESTROYED MONUMENT NOTE. PURSUANT TO RCW 58.24.040 (8) AND WAC 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: Di.a., 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 ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES JOUD BOARD FENCE LEGEND P, PROPERTY LINE R/W LINE ---R7*- - - - - EASEMENT LINE - ADDITIONAL 10P UTILITIES EASEMENT -SS- PROPOSED SEWER STEP LINE -W- PROPOSED WATER LINE • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE 1j. PROPOSED LIGHT POLE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR O EXISTING CONTOUR U EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE ., EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN Ci EXISTING POWER POLE p� EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER I C TY MARK —UP GJM FEB 10 2014 NUMBER 8115 0 N � II U Z o � 3 Z OL a p � U � Q of m w� 0 N c� I� IWI W v / Ld 0 U 1711 11 DATE 2 -7 -14 DRAWING M CVR 8115BASE i SHEET 10F1 Q p p W U � U W K = O O U 3 Z OL a p � U � Q of m w� 0 N c� I� IWI W v / Ld 0 U 1711 11 DATE 2 -7 -14 DRAWING M CVR 8115BASE i SHEET 10F1 CONSTRUCTION NOTES O7 CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30'W x 501 PER SHEETS TP2 & TP3. 0 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). 5O EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. 0 EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. © CONTRACTOR TO RELOCATE REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. Q9 EXISTING WATER SERVICE TO BE REMOVED BACK TO WATER MAIN. CONTRACTOR TO COORDINATE WORK WITH THE CITY OF YELM. LEGEND CLEARING LIMITS EXISTING CONTOURS - 440-- - - - - -- PROPOSED CONTOURS TPO 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 3Q 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 DE 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 (952) 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 & FPS 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 /I/F_H HU/V APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNC.. 1 E, W.M. SCALE: 1 " =20' 0 10 20 40 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: _DATE:- Director of Public Works APPROVAL EXPIRES: NO1E 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. EL EV: 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 LE.S.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. 5. 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 HE 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. F-2' TYPICAL a 0 a T� LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DATE _ DESCRIP1ON BY 1 1 -22 -14 PER CITY MARK -UP GJM m O v a� C Q i U ti �Z ~ U V/ I.L. tO u 8115 11 0 N � _II U Z Ln ti O � 2 Z a C) M U � ern w C3 Q W� Zip O m or U Q � } 2 ZNU O v v ENO] N m O v a� C Q i U ti Z a C) M U � ern w C3 Q W� Zip O m or U Q � } 2 ZNU z J ID z r� D `_J W DATE 2-7-14 DRAWING W Tr l 8115BASE SHEET 2OF2 O v v N m O v a� C Q i U ti �Z ~ U V/ I.L. tO z J ID z r� D `_J W DATE 2-7-14 DRAWING W Tr l 8115BASE SHEET 2OF2 EROSION CONTROL NOTES 1. ON -SITE EROSION CONTROL MEASURES ASU E RES SHALL BE THE RESPONSIBILITY 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 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 I TO APRIL 30) 1. ALL CLEARED OR DISTURBED AREAS WILL RECEIVE APPROPRIATE COVER OR BE OTHERWISE STABILIZED WITHIN 5 DAYS IF NOT BEING ACTIVELY WORKED. 2. IF A MAJOR STORM EVENT IS PREDICTED, THE CLEARING OF LAND SHALL BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE CITY OF YELM 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 CITY OF YELM FORTY- EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTON NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING, INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO. 4 - COMPLETION OF PROJECT. INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE CITY OF TEEM AND THE 2005 DEPARTMENT OF ECOLOGY STORMWATER 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 I. THE 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 LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -RVE (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. SWAVA7pN SFAACARD& CU7 SLOPES. SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 WRDCAL, 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 ANO CONSTRUCTED FOR THE PROJECT CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET- 5-20 FEET HEIGHT / 2 OVER 20 FEET 10 FEET 6. FXL STAM%4ROS: 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 CITY OF YELM, AND AN ASSIGNMENT OF ALLOWABLE SOIL - BEARING PRESSURES WILL BE UNDER THE JURISDICTION OF THE CITY OF YELM 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 CITY OF YELM, 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 P,AT 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 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SI°LICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED .A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MIN114UM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF F'OSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WIPJ WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 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 NOT 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 STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURINiG PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. f0. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 17. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EEXPOSED AREAS. 13. DO NOT DRIVE OVER OR RILL OVER SILT FENCES. INLET PROTECTION NOTES 1. PLACE CONCRETE BLOCK$ LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER 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 PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS, 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 314 -INCH TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THIE 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 COVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 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 ERE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIME SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET, P^)VIOE ENERGY DISSIPATION MEASURES AS NECESSARY, 4. SEDIMENT LADEN RUNOFF NAUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. SOD NOTES 1. SOD SHALL BE MACHINE CLJT AT A UNIFORM SOIL THICKNESS OF 3/4 -INCH AT THE TIME OF CUTTING. MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH. 2. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RE -TAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT SECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WE -T) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVESTEED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SEEDING NOTES 1. SEED MIXTURE SHALL BE 10%{RED TOP, 40% ANNUAL RYE, 407 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 E3ETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE 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, PERF=ORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE 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. 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 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 1.5 TD 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 Wort¢ APPROVAL EXPIRES: CONSTRUCTION ENTRANCE NOTES 1. MATERIAL §HALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 7 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15) 2, THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 7 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAAL SITES. 3. ADDITIONAIL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. TOPSOILING NOTES 1. APPLY TOPSOIL TO AREAS WITH HIGHLY DENSE OR IMPERMEABLE SOILS. 2 APPL -Y 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 LOAM CLAY LOAM). CLAY ) 5. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEPM 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 WAINTAINED 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. REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM rn O m Q� 3 W d J W U Q U ti U N W Low 2 O � S. JOB ;_2 115BER U Z 2 O W 2 3 2 d SM U r'1 W� m W 3 O Q >�t N O VJ � n V `WW r� ^ v � W U rn O m Q� 3 W d J W U Q U ti U N W Q 2 O � U 3 2 d SM U r'1 W� m W 3 O Q >�t N O VJ � n V `WW r� ^ v Q � N rn O m Q� 3 'Q C d J W U Q ti N co Z O FZ (Q U V /CL v i ,U W DATE 2 -7 -14 DRAWING N( TP2 8115BA SE HEET_3_OF2 RUNOFF WATER WITH SEDIMENT 1 18" MIN I A / VEFl HU/V APARTME/VTS NE 114, SE 114, 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) 0/2" WIRE MESH OR - SEDIMENT / \/ \ HARDWARE CLOTH UNDER FILTER FABRIC EXTEND FILTER AND EXTEND 12" FABRIC 6" BEYOND GRATE IN ALL BEYOND GRATE FILTERED DIRECTIONS C.B. INLET WATER INLET SEDIMENT PROTECTION (BEFORE PAVING) NOT TO SCALE ADAPTER SKIRT MIN. (FOR A PERFECT FIT) DEPTH (6 "MIN. RETRIEVAL STRAP SINGLE FAMILY LOTS) �48 " c 16" (4" TO OVERFLOW GEOTEXPLE (TO BYPASS FABRIC PEAK STORM VOLUMES) 24" - ^f 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 0 PHONE: 1- 800 - 909 - 3677 0 INLET SEDIMENT PROTECTION (AFTER (PAVING) NOT TO SCALE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. C I it O Ex��S\a0 9-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) 7 PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA - 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 GROUND SURFACE OF FILTER / //� 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 0 I PROVIDE BACKFIL, WASHED 4 GRAVEL IN— �_ -__� TRENCH AND ON BOTH SIDES } 8.1 ^AIN. 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 BY: DATE:— Director of Public Works APPROVAL EXPIRES: REVISION BLOCK 1 NO. 1 DATE 1 DESCRIPTION BY 7 1-22 -14 PER CITY MARK —UP GJM ��4�w eB Tai♦ ��I 1`� Q r liwi NUMBER 8115 �II O Z a o� n U� W � tt1 Q J �S �Um vx N U�6 Sj o N C I v r\ v N 0 Q� c U Q �Z � J J Lij /6 c I J W DATE 2-7-14 )RA WING N0. 8115BASE HEFT 3 OF21 QZz U o W 0 0 W Q w w O O U �II O Z a o� n U� W � tt1 Q J �S �Um vx N U�6 Sj o N C I v r\ v N 0 Q� c U Q �Z � J J Lij /6 c I J W DATE 2-7-14 )RA WING N0. 8115BASE HEFT 3 OF21 STA. 0+94.50= 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 PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSOOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS1. 4O 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 AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). 7O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 20% 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 RS1. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.39, MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. Z E s � LEGEND z ¢ /I L I _ w EASEMENT LINE a o ' ua 0 L v ILIa • ' 3 e PROPOSED CONTOUR o EXISTING CONTOUR - --- r � 1 Q u ' � w I 1S'FRONT YARD 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 � z SET BACK EXISTING SANITARY SEWER MAIN I o0 I 3A EXISTING POWER POLE I 0t I N 1 +. .r EXISTING WATER MAIN y8 WA PROPOSED TOP OF PAVING SPOT ELEVATION �o( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION /I / I e / / 350 348 346 344 342 340 338 RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. frROrosE( INRLTRATION iRENCH (SEE SNEET R4.) ✓ 6' DEDICA W +1 1 / W 1 W 1 +i STREET LIGHT ' LOCATION LEI yy7y� W i (TYP.) 100/1 y � h PROPOSED. Sf CONCRE7 1 45.75 i ' I 1 STUB ' �A I I R5. vi ri vi 7 r7 +80 0+90 1 +00 1 +10 FLOW - It" \__ — 1 - 4• f0 If SIDEWALK JZ �` SRS_. STA. 1 +96.05 = . CL INTERSECTION ALIGNMENT "A' & ALIGNMENT "B" (TYP) ALIGNMENT 'A A HORIPLANONEW ,D PROPOSED OL OF ORIV G GRADE 0 ep 8" WATER CROSSING ),4(N -12) O 10611f 346 7 TW= 346.00 I r -- -----_- Il a e - 346 m 600 L__ Y ^/ w 1 V 1 FLOW ARROW TYP. - - - -- z n WATER �1 %ROPOSEO STREET LIGHT LOCATION (TYP.) LEGEND (I,�h 7 I — R-/N'— 1 i EASEMENT LINE a acOa ua 0 L v ILIa • ' 3 I PROPOSED CONTOUR o EXISTING CONTOUR - --- r � 1 Q u ' � w I 1S'FRONT YARD 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 � z SET BACK EXISTING SANITARY SEWER MAIN I o0 I EXISTING POWER POLE I 0t -348 -, N 1 +. .r EXISTING WATER MAIN �y( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION �o( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION vi ri vi 7 r7 +80 0+90 1 +00 1 +10 FLOW - It" \__ — 1 - 4• f0 If SIDEWALK JZ �` SRS_. STA. 1 +96.05 = . CL INTERSECTION ALIGNMENT "A' & ALIGNMENT "B" (TYP) ALIGNMENT 'A A HORIPLANONEW ,D PROPOSED OL OF ORIV G GRADE 0 ep 8" WATER CROSSING ),4(N -12) O 10611f 346 7 TW= 346.00 I r -- -----_- Il a e - 346 m 600 L__ Y ^/ w 1 V 1 FLOW ARROW TYP. - - - -- z n WATER �1 %ROPOSEO STREET LIGHT LOCATION (TYP.) ALIGNMENT AA n PRORLE PIA W HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' AREA PROPOSED APARTMENT BUILDING "A" APPROX. F.F. = 346.50 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND (I,�h 7 R/W LINE — R-/N'— -- -- EASEMENT LINE a acOa ua 0 L v ILIa tD a I, a PROPOSED CONTOUR -- 5s6 - - -- EXISTING CONTOUR - --- EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE DD EXISTING STORM MAIN 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 ALIGNMENT AA n PRORLE PIA W HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' AREA PROPOSED APARTMENT BUILDING "A" APPROX. F.F. = 346.50 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES REVISION BLOCK NO. DATE _ DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM LEGEND (I,�h PROPERTY LINE R/W LINE — R-/N'— -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE 1" PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR -- 5s6 - - -- EXISTING CONTOUR - --- EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE - - - - -C EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE E7 EXISTING WATER GATE VALVE EXISTING FIRE Ii NI. ANT N +. .r EXISTING WATER MAIN �y( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION �o( 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE _ DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM C9 w �) 3 Z a K n M Uto W CO W� 3� O tt] Q N C7 o v V N m a � m C U ti Z N .J v 1 w LLj w O 1Z � W CL rZ � V J Q Q DATE 2 -7 -14 R1 I8115BASE HEET_S OF21 8115 o_ � ,II C9 w �) 3 Z a K n M Uto W CO W� 3� O tt] Q N C7 o v V N m a � m C U ti Z N .J v 1 w LLj w O 1Z � W CL rZ � V J Q Q DATE 2 -7 -14 R1 I8115BASE HEET_S OF21 CONSTRUCTION NOTES 0 CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCTS' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET R57. 4O 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 AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.L O CONTRACTOR AREA W /APP OPRIIATE CONSTRUCT TRIPPING 0 CONCRETE SLOPE (MAX) IN DLLIDIRECTORS 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 SIDEWA -, & PARK BENCH LANDING (® 8.3% MAX PER, ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. R /IiEH RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. BUILDING "B" APPROX. F.F. = 344.00 PROPOSED GRADE CE OF DR VE .106; NO. DATE NARK AREA BY 1 1 -22 -14 APPROX. GJM Ld F.F. = 346.50 Z ALIGNMENT °B° � PLAN KEW 334 O HORIZONTAL SCALE: 1710 � 352 M N N t0 n O 0 v7 e0 I W m 2 rn � M 350 .. -. .. _. _._ _.. N O r N N N O� O r w N M it Y mU ID M M M r 0 M M n cp M M 348 _- __.. _ Oil ID � r a N � N ^ [p ^ «1 � to � N � � � a � . V' -2581% I� 346 __. __.. __.. . -_ '.... XISTING GRADE M OF DRIVE _. _.____. �.� ^2.00% I I 4., WATER BUILDING "B" APPROX. F.F. = 344.00 PROPOSED GRADE CE OF DR VE .106; NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1 +70 1.E.- sa6s6(1z'sx W74NuET GRADE APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL SCALE: I " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —Pfd PROPERTY LINE --RfW— R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE K(+ PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 --- PROPOSED CONTOUR EXISTING CONTOUR EXISTING EDGE OF PAVEMENT in EXISTING STORM MANHOLE D------D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE .. - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE N EXISTING WATER GATE VALVE (` EXISTING FIRE HYDRANT - -r, EXISTING WATER MAIN �( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION ax EXISTING TOP OF PAVING SPOT ELEVATION REWSION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM Ld .�� Z U � O T 334 O � W � n M N N t0 n O W v7 e0 I W m 2 rn � M a N m N O OJ r N N N O� O r r N M m MID D) m ID M M M r 0 M W ID a0 cp M M M O h ID � r a N � N ^ [p ^ «1 � to � N � � � a � . V' M 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 ALIGNMENT 'Bn PROFILE VIEW HORIZONTAL SCALE: 1 " =70' VERTICAL SCALE: 1"=2' NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1 +70 1.E.- sa6s6(1z'sx W74NuET GRADE APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL SCALE: I " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —Pfd PROPERTY LINE --RfW— R/W LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE K(+ PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 --- PROPOSED CONTOUR EXISTING CONTOUR EXISTING EDGE OF PAVEMENT in EXISTING STORM MANHOLE D------D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE .. - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE N EXISTING WATER GATE VALVE (` EXISTING FIRE HYDRANT - -r, EXISTING WATER MAIN �( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION ax EXISTING TOP OF PAVING SPOT ELEVATION REWSION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM Ld .�� Z U � O T � W 14 3 Z 2 ly o� UM ro Qrn W m R W� O �d2 Z N U �5 o co v • N rn 'A o VU,J V W <40 C C C U Q I.V � b VJ W 'J w lO`L- Ifs W CL fZ � V J Q Q J CL DA TE 2-7-14 R2 11 87156ASE HEET 7E OF 11 8115 0 Ld .�� Z U � O T � W � n o w U 3 V v7 Q W W K 2 � � U 3 Z 2 ly o� UM ro Qrn W m R W� O �d2 Z N U �5 o co v • N rn 'A o VU,J V W <40 C C C U Q I.V � b VJ W 'J w lO`L- Ifs W CL fZ � V J Q Q J CL DA TE 2-7-14 R2 11 87156ASE HEET 7E OF 11 RIVER RUN APARTMENTS APPROVED FOR CONSTRUCTION o0. NUMBER 15 BY: DATE: 81, Director of Public Works NE 114, SE 114, SEC24, TWN"17 N", RNG. 1 E., W.M. ,II APPROVAL Z EXPIRES: o w cD 7LF^ G- ADO-12) ROOF - m -3424 DRAIN O 0.501 (MIN.) YD TYPE C� W 6' DEDICATION LE- 341.00(8') / ____ 121LF 6- ADS(N -12) ROOF DRAIN O 0.508 (MIN.) 1 E -340.3 s(0.) ° _____ RIM -34 ow w - \ 3aa - ------- - --- ------- -------- -- ----- ------ ------ -- - ------- -- ---- - -- - -- -- -- - - - ---- . ' -- Ix -34a,50(6" ) ¢ w 3 U - _ ________ ____ ___ ____ ___ ________ _ ___ \ -I r ' • I `2y 4 I Ktih ; I o a I 0.00, w PROPOSED ° i f I STREET LGH T 0-.X r1 LDGA7IQN ,, C7 TYP.) C N -- -._ -_ -g ¢ _ SCALE: , " =10' 2 �- 0 5 10 20 a � , 4y� • � 341.97 -- - __ - - - -- 0 In 342. 0 342. U M STA: -_ 4 BIN_.341.63 -_.. -__ _ -- C23+459.49 [ m I_� ; -�1 - LE- J3R71(12'NEOSII) Q W M 2LF 12- ADS(N -12) O 0.58X «_ IMEM- 0+595(12'SW&N FLOW ARROW TYP. W11 MET ORATE _f f W/III 0 00 ° ' � W/1NLET GRATE i w + w rt';- __;,x.- _ _ O _ 342.53+ 7 Z o 341 80. _ _ - - -�_ -` � N e �. bD lM STAR --- kyop = w. STA 0 +59.49 RIM -342.8 v +' ��S4P EaA rE INTERSECTION ALIGNMENT "C' ,E -�, Bi)' RIM -14304 O IN z & ALIGNMENT "B" BLF- 8ADS(N -12) ROOF ti '.. p, -85LF- 8'ADS(N -/2) ROOF LE -338. (8' DRAIN O 0.509 (MIN.) W d W o, ,5a'� - D x, - - -- - -.ya'L 120LF 12' N -12) O 3.067[ 4 T' ___ ________ __ ________ _ _____ _ 343.15 L- \ 0 'S°rypry :� 4LF-6 ADS(N -12) R _ _ M -34d 0 VERTICAL DATUM p 5' SIDEWALK o DRAIN O 0.508 (MIN.) I -- LE -339. (8') 0.0 THURSTON COUNTY e NGVD 29 a S X RiM -343.8 I i BM: 1252 a i \ FRONT YAR- D PROPOSED LE- 338.76(6) `r SET BACK ^}� / °, n CASED CONCRETE MONUMENT WITH BRASS o 3q3 /342 < N Ai + ri APARTMENT - �� 2 CAP 0INTERSECTION OF YELM AVE, & TAHOMA BLVD. _ - A - - - - - - _ - - - / 6 * a BUILDING °B" _ I r ELEV.' 347.21 v - -- - - - - -- p• APPROX. 343.19 N F.F./- 344.00 '° CONTOUR INTERVAL =2 TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES Q - ALIGNMENT 'C° °w N PLAN VIEW 8 o Q HORIZONTAL SCALE. 7 =10 'T eD LEGEND Q� -P/�- PROPERTY LINE -RfW- BIN LINE Z� v I - - ■ -- EASEMENT LINE 34f PROPOSED STORM CATCH BASIN O ~ III PROPOSED STORM LINE Z CONSTRUCTION NOTES w tt PROPOSED LIGHT POLE PROPOSED SIDEWALK CONTRACTOR TO O SHOWN AND PER CONSTRUCT IL ON SHEET 75 CONCRETE 2D ON SHEET ROAftCH AS SHOWN AND 344 °o YO - 'r- N � - - - -- - - - - - - - -- - - ---456--- PROPOSED CONTOUR o O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS o w ti - EXISTING CONTOUR F PER CITY OF YELM DETAIL ON SHEET FR. w O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF m c> ! - - -- -- EXISTING EDGE OF PAVEMENT �1 v PROJECT AS SHOWN AND PER DETAIL ON SHEET RS7. _. -... .50% a 34^ -0.50% ¢¢ 0.75 _. _. -- -.__ -._ ___ 3333 -___ F-�-- -_ OD EXISTING STORM MANHOLE O �- DD EXISTING STORM MAIN 4 CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER ', DETAIL ON SHEET RS1. EXISTING SANITARY SEWER MANHOLE O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPS7ER PAD !, EXISTING SANITARY SEWER MAIN W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © ( 34[1 _. .. _ _... 3333... 3333. ! , I ❑ EXISTING CATCH BASIN PROPOSED CONCRETE WHEEL STOP LOCATION TYP.). O � ii EXISTING POWER POLE 7 CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEA 710NI 421.F- 12'AIpS(N -i2) O 0.5�7G 2 "'SEWER ! PI EXISTING WATER GATE VALVE I AREA W/ APPROPRIATE STRIPPING 0 2.0% SLOPE (MAX) IN ALL DIRECTIONS CROSSING - EXISTING FIRE HYDRANT THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON 33E4' - - -x' MEETING ALL ADA REQUIREMENTS. O CONTRACTOR 70 CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION - 3333 3333 3333. - -. - _ EXISTING WATER MAIN -. _._ -.. SHEET RS7. III... 3__333 it ' �( 0.00 PROPOSED 70P OF PAVING SPOT ELEVATION r ^ 9O0.00 EXISTING TOP OF PAVING SPOT ELEVATION CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND )d'( v J PER DETAIL ON SHEET RS7. a a LANDING _. - R TO CONSTRUCT 4 CONCRETE SIDEWALK &PARK BENCH L 33f1 TYPE 1 _ ' I - 10 CONTRALTO �1. __.- .STA: 0+5949 _. W/,INLET ORATE EASW) W NLET CRA _. (® 8,39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL SF •0+17.07 R,M- •41.95 L^ 3.38. 12F'SMNMII) ON SHEET FIST RI 341.83 T IIIi, 1 1 334 & m O� v ^ !� J Q 0 +00 0 +10 0 +20 0-130 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 Q J cl- ALIGNMENT 'C" PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM '11 R3 DATE 2-7-14 DRAWING NO. 8115BASE SHEET Z OF 21 �� "� E E E E- f E k f f � E •� � /[qqqq�• ) E E E E E E f E f ,� \ • O,\ ' 1 p � •• `� 6.22. I • O CONSTRUCTION NOTES p CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROACH AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET FR. O CONTRACTOR TO CONSTRUCT PERPENDICULAR TYPE SIDEWALK RAMP AS SHOWN AND PER WSDOT DETAIL F40.15 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. 4O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPS'TER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O7 CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING ® 2.07 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.37 MAX PER. ADA REQUIREMENTS) ONSHE AS SHOWN AND PER DETAIL ON SHEET R31. 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF PIPE 0 0.009 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. 12 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERT PIPE 0 DOOM 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. I I® I RI VER HUN A FA R TMEN TS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. SWELL PLAN E f f f F E E E E f E f E E k E f E f _____ Vt- 45'26 LE =3 JWI2'NE) WAOUD LOCKING LID CONSTRUCT 56TF X 4' DEEP X 10' HIDE INFILTRATON TRENCH MTH 12' PERF. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. PROPERTY LINE - -RfW -- RIW LINE 2' MIN. NATIVE— EASEMENT LINE m SOIL • PROPOSED SANITARY SEWER MANHOLE - - -- 3 - -- - PROPOSED SANITARY SEWER STUB " INSTALL FILTER FABRIC. -.A-T 3/4 -- 1 -1/2" ALONG TOP AND SIDES OF TRENCH 140N � r) WASHE D ROCK (NO FLNES) PROPOSED STORM STUB O MI RAH OR EQUAL PROPOSED SHOULDER - -- 456 - -- U -- ;nG - -- EXISTING CONTOUR - -- - -- h LE =3 JWI2'NE) WAOUD LOCKING LID CONSTRUCT 56TF X 4' DEEP X 10' HIDE INFILTRATON TRENCH MTH 12' PERF. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. 348 M. 344 342 340 338 336 334 + E P f f DE A E RE f E f E f E% E f f E k E E E E f f k E E E \E � f �k �f f E f E f f f f f f f f E f f f OPQSEPL IS$ ' f f f E f _E _f_ E E 1 i 5'. CONCR SIDEWALK O i ' 1440' '07 "E 217.60' P OPOSED 6 DEDICATION rl— 12•ADS(N -12) O 1.500 RIM -34210 I.E-33B.50(12'S&E) WAOUD LOCKING UD ,W -12) O 1.SOS� RIM -34242 I.E- 338.36(12'NE&SV0 W/SOLID LOCKING UO STORM TRENCH MAN HORIZONTAL ,D D LILTING LID OW SPUI7ER) Dl3MP FER ...K PAD { AEA 5 r o �A9 Fin FLOW ARROW TYP. RIM -34332 XKING LID O 1.238 O 1.2ST O 0.59% 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 STORM TRENCH PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' 0 f E APPROVED FOR CONSTRUCTION BY: ----DATE:- Director of Public Works APPROVAL SCALE: 1 " =10' 0 5 10 20 1 / • 1 1 1 1 i � 1 i 1 / 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 —Pf4— PROPERTY LINE - -RfW -- RIW LINE 2' MIN. NATIVE— EASEMENT LINE — — SOIL • PROPOSED SANITARY SEWER MANHOLE - - -- PROPOSED SEWER MAIN - -- - PROPOSED SANITARY SEWER STUB " INSTALL FILTER FABRIC. -.A-T 3/4 -- 1 -1/2" ALONG TOP AND SIDES OF TRENCH 140N � r) WASHE D ROCK (NO FLNES) PROPOSED STORM STUB ` MI RAH OR EQUAL PROPOSED SHOULDER - -- 456 - -- A(�� -- ;nG - -- EXISTING CONTOUR - -- - -- EXISTING EDGE OF PAVEMENT 12" AOS(N--12) EXISTING STORM MANHOLE D -- --D EXISTING STORM MAIN -�' PERFORATED PIPE EXISTING SANITARY SEWER MAIN 0 0.009 SLLOPE NATIVE —� 5' p1 SOIL EXISTING FIRE HYDRANT EXISTING WATER MAIN 10' INFILTRATION TRENCH DETAIL N.T.S. 348 M. 344 342 340 338 336 334 + E P f f DE A E RE f E f E f E% E f f E k E E E E f f k E E E \E � f �k �f f E f E f f f f f f f f E f f f OPQSEPL IS$ ' f f f E f _E _f_ E E 1 i 5'. CONCR SIDEWALK O i ' 1440' '07 "E 217.60' P OPOSED 6 DEDICATION rl— 12•ADS(N -12) O 1.500 RIM -34210 I.E-33B.50(12'S&E) WAOUD LOCKING UD ,W -12) O 1.SOS� RIM -34242 I.E- 338.36(12'NE&SV0 W/SOLID LOCKING UO STORM TRENCH MAN HORIZONTAL ,D D LILTING LID OW SPUI7ER) Dl3MP FER ...K PAD { AEA 5 r o �A9 Fin FLOW ARROW TYP. RIM -34332 XKING LID O 1.238 O 1.2ST O 0.59% 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 STORM TRENCH PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' 0 f E APPROVED FOR CONSTRUCTION BY: ----DATE:- Director of Public Works APPROVAL SCALE: 1 " =10' 0 5 10 20 1 / • 1 1 1 1 i � 1 i 1 / 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 —Pf4— PROPERTY LINE - -RfW -- RIW LINE — — — — EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE - - -- PROPOSED SEWER MAIN - -- - PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM MAIN — PROPOSED STORM STUB PROPOSED SIDEWALK �= PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR -- ;nG - -- EXISTING CONTOUR - -- - -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D -- --D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE :i: - - - - -- a EXISTING SANITARY SEWER MAIN EXISTING CATCH BASIN EXISTING POWER POLE p1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN NO. DATE 1 DESCRIPTION BY 1 1 1 1 -22 -14 I PER CITY MARK —UP GJM mra►lmla 8115 o_ � _II ow �IWI� J 1 3 � z >_ a U� W� m W� � O m C�¢ �a2 Ohl ti b 0 CO M v a Q M �P c N Q t7 3 C ti Z 0% V/ 1­ C I�/� J' W LL W O CL /0 Z v CL DATE 2- 7 -14 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. °S /OkA TEN II R4 I 81ETB OF? STANDARD SPECIFICATIONS DESIGN DETAIL, WORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WALL THE CURRENT EDITION OF THE 'STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", THE "APWA AMENDMENTS TO DIVISION ONE', AND THE "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, ME FOLLOWING SPECIFICATIONS SHALL BE APPLICABLE WHEN PERTINENT, WHEN SPECIFICALLY CITED IN THE STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY. A. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF WE CITY OF YELMS WATER SYSTEM PLAN. S. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST ED177ON 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 THE HELM MUNICIPAL CODE. E. CONDITIONS AND STANDARDS AS SET FORTH IN THE THURSTON COUNTY COORDINATED WATER SYSTEM PLAN JANUARY 1986. F AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS. LATEST EDITION. MORE COMMONLY ONL KNOWN AS THE "AASHTO GREEN BOOK ". G. CRITERIA SET FORTH IN THE LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON STALE DEPARTMENT OF TRANSPORTATION. R CITY AND COUNTY DESIGN STANDARDS FOR THE CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND COLLECTOR ROADS PROMULGATED BY THE CITY ENGINEERS ASSOCIATION OF WASHINGTON, MAY 24, 1989. I. CONDITIONS AND STANDARDS AS SET FORTH IN THE WSOOT DESIGN MANUAL AS AMENDED AND APPROVED BY WSDOT. J U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CO'.LROL DEVICES (MUTCD). AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. K. DOT CONSTRUCTION MANUAL 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 FORTH IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY "CRITERIA FOR SEWAGE WORKS DESIGN MOST CURRENT EDITION. N. CONDITIONS AND STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES. 0. DESIGN CRITERIA OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAL HOUSING ADMINISTRATION. P. OMER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM PROPERTY LJHE 26 - COMPACT MARKIN6 \ STOPS FROP L PIE WH PROPERTY LINE - -+ PAIINTFD HORSESHOE MARKING WHEEL TOPS C I 114E - ,'b" 1 J LUCY F _ INTERNATIONAL ST OF ACCESS SIGN 4 -S ABOVE URA HANDICAP MARKING ro t 41HEEI STOP., -. MFi AL OR "'LASTIC ✓ �Y �I�I� TRAFFIC MARKING N 11 EC' \ CITY OF (ELM _DEPT OF PUBLIC NOR( rfE A STALL MARKINGS AND WHEEL STOP of �� LOCATIONS o _ Avagovm � \o ED. s -C MDOL CE DWG. No 1 -24 EDGE ARauNo 5' _ _ _ _ 5' EDGE PANE_ GROOM FINISH \ 4� V e I m �MKV "4V H. A A A vav F _�� V �\ - \ �ErP nsDN LAPEL ORE MARK IG1ANSISN Jc NT PLANTER STRIP J - (A; RFD) GURH A Gu...P V of WA LK PLANTER STRIP s MIN (A R Q.) T R I /2 TrP FAA MIN'^ `YYv vJC'iviN- IJGIFS T PArvrION JOINT ILATFRR.L 1U 3/3 TITLE PREIOLI EFF JOINT PLLER PHIL MIF PIFSS FF CONO ETC. 2 FORM AND OIJOCRALE IM PFbTIOO RESPIRED BEFORE PRURwCIIxETF. CITY OF YELP z SCORE MARKS SHAM DF U/e' WIFE By 11/4 DEEP FEE DEPT. CF PUBLIC WORKS SIDEWALKS OVER 8' ITV WIIDTH, A OONGIILDINAL SCOPE '— p T -- MARK HALL HE MADE ALONG CENTER OF WAW.- CEML N i COP,I CPE E 4. EA ANSION JOINTS sIAU BE PETALLED IN aRB AND �� DE I� /� L / GUTTER AIm IN CCw LK AT L AGE AT AT 0.L CULD IA SITE RN.,. ENPAII Or OINTC FALL BE PLACED IN — FFAEA R AT E L ATERS AS MDSE N G RH AND APPROVED DWa. NO. Al TTFR WORD OLN L u MJAOFNT TO CURB ADD GUTTER, UNLESS an ERATSE DIFFCif� DT ENGNEER- PUEIIC wORla DIPECioR - -- -KATE `} -11 DES owN - - 11K DATE -- JEa I s -; - - T0r/94 RI I�ER RUN APAI�TME/VTS NE 114, SE 114, SEC 94, TWN.17 N., RNG. 1 E., W.M ­AI mw- \ur: C? >� .mnu.. �/ cr^/ ���m i vmpm Douse core ..r....m., _ DUMP N + 0 WASTE a am'°L^.ilKLe ...,..,,gym. �T \ '°°"" ��� � t•,n 11" + - �..... ---5 L. ampLemTe /� DRAINS TO (STREAM, LAKE, RIVER, WETLANDS) NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. IT. CATCH BASIN STENCIL .'n.u„"PU.avwru N.T.S. t� n "wnuexw ,I �€ m� 9mavne.l1 _ mr :Nvl � ! • 4 r + ...R.4 Y o...aa} " Li AE TPE. Tjv1 v. �".. � } �e Kr �E, F` A UP AA,D �! SNI .aoruc S d-_ uw . ronm d ED. s -C MDOL CE DWG. No 1 -24 EDGE ARauNo 5' _ _ _ _ 5' EDGE PANE_ GROOM FINISH \ 4� V e I m �MKV "4V H. A A A vav F _�� V �\ - \ �ErP nsDN LAPEL ORE MARK IG1ANSISN Jc NT PLANTER STRIP J - (A; RFD) GURH A Gu...P V of WA LK PLANTER STRIP s MIN (A R Q.) T R I /2 TrP FAA MIN'^ `YYv vJC'iviN- IJGIFS T PArvrION JOINT ILATFRR.L 1U 3/3 TITLE PREIOLI EFF JOINT PLLER PHIL MIF PIFSS FF CONO ETC. 2 FORM AND OIJOCRALE IM PFbTIOO RESPIRED BEFORE PRURwCIIxETF. CITY OF YELP z SCORE MARKS SHAM DF U/e' WIFE By 11/4 DEEP FEE DEPT. CF PUBLIC WORKS SIDEWALKS OVER 8' ITV WIIDTH, A OONGIILDINAL SCOPE '— p T -- MARK HALL HE MADE ALONG CENTER OF WAW.- CEML N i COP,I CPE E 4. EA ANSION JOINTS sIAU BE PETALLED IN aRB AND �� DE I� /� L / GUTTER AIm IN CCw LK AT L AGE AT AT 0.L CULD IA SITE RN.,. ENPAII Or OINTC FALL BE PLACED IN — FFAEA R AT E L ATERS AS MDSE N G RH AND APPROVED DWa. NO. Al TTFR WORD OLN L u MJAOFNT TO CURB ADD GUTTER, UNLESS an ERATSE DIFFCif� DT ENGNEER- PUEIIC wORla DIPECioR - -- -KATE `} -11 DES owN - - 11K DATE -- JEa I s -; - - T0r/94 RI I�ER RUN APAI�TME/VTS NE 114, SE 114, SEC 94, TWN.17 N., RNG. 1 E., W.M ­AI mw- \ur: C? >� .mnu.. �/ cr^/ ���m i vmpm Douse core ..r....m., _ DUMP N + 0 WASTE a am'°L^.ilKLe ...,..,,gym. �T \ '°°"" ��� � t•,n 11" + - �..... ---5 L. ampLemTe /� DRAINS TO (STREAM, LAKE, RIVER, WETLANDS) NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. IT. CATCH BASIN STENCIL .'n.u„"PU.avwru N.T.S. t� n "wnuexw ,I �€ m� 9mavne.l1 _ mr :Nvl � ! • 4 r + ...R.4 Y o...aa} " Li AE TPE. Tjv1 v. �".. � } �e Kr �E, F` A UP AA,D �! SNI rti NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. v _\e�Atec..i I f mT pol 1XMe Cull. aeon. MNA`AERPM aqm�; 61.mn1 T.,F .1.1 AN come swag. mm BIN MICNN IIW,A, Re .1 NM6n M eCompsI ApYFAWrI AedRUNm. Sea SNe wn for acW.l AR W n oM VnMbn 1 sRa= Pipe coupling by Contrx4r. 12" long StubSout by McNUNIL mr. I `2 °MIN. COMPACTED DEPTH CL. "B" ASPHALT CONC. PAVEMENT. I�2 "MIN COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). 6 "CL. "B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB —BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T S. Manhole F2me aM Wm elevations to match finL4leE Cover by Manufam� {�32 OD--I /-grace. HDPENSersmo1,N, lrl (See Oeteli) Lvt by ContlaGor. —42 _I L ArtheG Plan View wie,ae NWlbe Meaea mrouM eenw 12" rbm(s)In non-I by eas l•Wnior T Indhlele enEIweinm by melnroLmnm t UnL vmlae4 Menbale W Na-Tol A mle, top, bAVO� s Section A -A m Aqua -Swirl Concentrator Model AS-2 CFD Standard Detail 0.5' HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY §HALL 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X 4'D X 201 INFILTRATION WASHED ROCK SPE TRENCH W16" PERF. PIP - C1FlCA7IONS / E, S- 0.09, AND FILLED WITH WASHED ROCK. SEE DETAIL 1007" PASSING 6" SIEVE 80 -1009. PASSING BELOW TO G 1. SIEVE BE INSTALLED A D T TIME OF (BUILDING CONSTRUCTION. 0 -f0% PASSING 1.5' SIEVE 0 -27 PASSING 1" SIEVE ZD. (TYP.), 1,-CLEANOUT 0 -1% PASSING #200 SIEVE IT 4 _L_ GROUND PROFILE CLEANOUT J (OPTIONAL) 2.0% BUILDING DOWN TEMPORARY MIRAR SILT FENCE A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. c6' .� AGROUND PROFILE _GUTTER DEBRIS c � SCREEN ............. �l 1"TJ RF. PIPE i• :h• 1••••••• • • • 1 (GEOTEX :I Immm ••mom t• \•••••••comma • • APPROVED DOWNSTABOLFF Icommmma'mm••t X-WASHED ROCK SECTION a . I PIPE 0 S=0.0% \-SEDIMENT CONTROL STRUCTURE SEE DETAIL THIS SHEET •�. —�_ WASHED ROCK NOTE, TRENCH MAY RUN PARALLEL BUILDING AS REQUIRED. TRENCH FOR APAR7MENT BUILDINGS RADIUS ASPHALT 6" r PAVING ll CONCRETE SIDEWALK DETAIL 3T. E. E ARC NO. 115 04.04.01 N.T.S. STANDARD 109 E. N.yr Mam /e.mu7ns err Is I EXTRUDED CONCRETE CURB DETAIL .Fm mxsro nsTE CCC111 CARSON 04.04.01 N.T.S. /1 SADARD NO. 112 109 FILE Lunr ,�I APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 1 I'll 1 1111111C ", r EMUI>IRED ASPHALT IF MNMUM 0.25' LA B AC .P CS S-1 PACK MALL 13P. TIODIAC1ED DE nO H ISTnIC TO G E of EANXTINC Flu 008', vMC CVEF SERE ALL APII 91ALE DE 5 APPLIED IN MAXIMUM 0 LIFE, -I " NSINC PAVING APPHNLT OWE GFavEI ©ASE CDMPA'TEG TO 95 R STPIG F MAXIMUM LAX) Qn CRUSHfO ELA BE PEF t m.y Lq)0 TIED SURFACING PAVEMSET TIED . DER¢ TRENCH BACPPLL I' MIT. RED Tw- T_ z -oa , )C MEIIroD e IAINIMUII 075 GEM04T CON_ PVMT. FIR MATCH EAPTING PLUS O.OD', WNILHESER:5 GREATER , 0 67 GRAVEL BASE CBMPaOTED 7a gq r.. T. vJ �'s'-^ .,Z_E Dr MAxudUM Boa51TY EPA/ CROODEE PER 2 -ai. v;w)U - SUTURES 60Ns FucTIOII JOINT, I PER RECALL C TPENCH F u'EivlFl 1 NOTES RESTOP /. 10N DETAIL ALL AI TNIAIT WORIBACK1111, - - CTRL INSTALE APPROVED 0.M N2 KFAN RD SHALL -, DE F CONFORMANCE I OR U Wlnl THE Q NMUNI SAL CO ,TRUN Frog BDAn. HRIDGE PIT MUNICIPAL f']N iRUCTIgJ AS AMENDED BY PUbLIL WORY,S OIRECLUt PATE I li( DE YELM STAN[agpr. DE - OVM (Hp, D lE .Fl. � t 5 -C IU HOUSE INFILTRATION TRENCH NOTES: L. 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3'W X 3'D X 20'L DISPERSAL TRENCH W /6 PERF. PIPE ®S = 0.IS AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEOMAnONS BELOW. TYPICAL ALL LOTS. TO BE 1007 PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -7007 PASSING 4" SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0 -10 %PASSING 1.5" SIEVE D.S. (TYP.)7 CLEANOUT 0-27 PASSING i" SIEVE r 0 -i% PASSING #200 SIEVE HOME -� INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD 11 TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. GROUND PROFILE alglalP 'Ie,I- aIgI�I - •5171G'•IY GUTTER DEBRIS SCREEN IW1.25' 0 PERF. PIPE S =0.0% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING OR APPROVED EQUAL). DOWNSPOUT HED ROCK SECTION' 10' MIN. � 20 GROUND PROFILE 6" m PERFORATED 4" PIPE C —� CLEANOUT PIPE ® S =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE OF THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, a�ARSON TYPICAL INFILTRATION AND ASSOCIATES TRENCH FOR A PARKING GARAGE 4401 South 66m Street ... 07.29.03 N�N.T.S. ARSON Tacoma, Washington 98409 nm warp STANDARD NO. 240 253 474 -3404 .Poe AR XNB\].oA. \VA. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM II 8115 II U Z Z U1 F_ O K ( W OD o O W O 3 U W K 2 I N Z � R A: O Ln USO FED W Ill W3 �Om ZNCC VJ � I n � N O p� v Q� Of C o U Q Z N U AS AS g� Z O III L 'I Q) Q U Lij CL <•' O C10 (f) w Q DATE 2 -7 -14 DRAWING N( R31 81158ASE HEET -a OF? .aoruc S d-_ uw . ronm d NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. v _\e�Atec..i I f mT pol 1XMe Cull. aeon. MNA`AERPM aqm�; 61.mn1 T.,F .1.1 AN come swag. mm BIN MICNN IIW,A, Re .1 NM6n M eCompsI ApYFAWrI AedRUNm. Sea SNe wn for acW.l AR W n oM VnMbn 1 sRa= Pipe coupling by Contrx4r. 12" long StubSout by McNUNIL mr. I `2 °MIN. COMPACTED DEPTH CL. "B" ASPHALT CONC. PAVEMENT. I�2 "MIN COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). 6 "CL. "B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB —BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T S. Manhole F2me aM Wm elevations to match finL4leE Cover by Manufam� {�32 OD--I /-grace. HDPENSersmo1,N, lrl (See Oeteli) Lvt by ContlaGor. —42 _I L ArtheG Plan View wie,ae NWlbe Meaea mrouM eenw 12" rbm(s)In non-I by eas l•Wnior T Indhlele enEIweinm by melnroLmnm t UnL vmlae4 Menbale W Na-Tol A mle, top, bAVO� s Section A -A m Aqua -Swirl Concentrator Model AS-2 CFD Standard Detail 0.5' HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY §HALL 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X 4'D X 201 INFILTRATION WASHED ROCK SPE TRENCH W16" PERF. PIP - C1FlCA7IONS / E, S- 0.09, AND FILLED WITH WASHED ROCK. SEE DETAIL 1007" PASSING 6" SIEVE 80 -1009. PASSING BELOW TO G 1. SIEVE BE INSTALLED A D T TIME OF (BUILDING CONSTRUCTION. 0 -f0% PASSING 1.5' SIEVE 0 -27 PASSING 1" SIEVE ZD. (TYP.), 1,-CLEANOUT 0 -1% PASSING #200 SIEVE IT 4 _L_ GROUND PROFILE CLEANOUT J (OPTIONAL) 2.0% BUILDING DOWN TEMPORARY MIRAR SILT FENCE A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. c6' .� AGROUND PROFILE _GUTTER DEBRIS c � SCREEN ............. �l 1"TJ RF. PIPE i• :h• 1••••••• • • • 1 (GEOTEX :I Immm ••mom t• \•••••••comma • • APPROVED DOWNSTABOLFF Icommmma'mm••t X-WASHED ROCK SECTION a . I PIPE 0 S=0.0% \-SEDIMENT CONTROL STRUCTURE SEE DETAIL THIS SHEET •�. —�_ WASHED ROCK NOTE, TRENCH MAY RUN PARALLEL BUILDING AS REQUIRED. TRENCH FOR APAR7MENT BUILDINGS RADIUS ASPHALT 6" r PAVING ll CONCRETE SIDEWALK DETAIL 3T. E. E ARC NO. 115 04.04.01 N.T.S. STANDARD 109 E. N.yr Mam /e.mu7ns err Is I EXTRUDED CONCRETE CURB DETAIL .Fm mxsro nsTE CCC111 CARSON 04.04.01 N.T.S. /1 SADARD NO. 112 109 FILE Lunr ,�I APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 1 I'll 1 1111111C ", r EMUI>IRED ASPHALT IF MNMUM 0.25' LA B AC .P CS S-1 PACK MALL 13P. TIODIAC1ED DE nO H ISTnIC TO G E of EANXTINC Flu 008', vMC CVEF SERE ALL APII 91ALE DE 5 APPLIED IN MAXIMUM 0 LIFE, -I " NSINC PAVING APPHNLT OWE GFavEI ©ASE CDMPA'TEG TO 95 R STPIG F MAXIMUM LAX) Qn CRUSHfO ELA BE PEF t m.y Lq)0 TIED SURFACING PAVEMSET TIED . DER¢ TRENCH BACPPLL I' MIT. RED Tw- T_ z -oa , )C MEIIroD e IAINIMUII 075 GEM04T CON_ PVMT. FIR MATCH EAPTING PLUS O.OD', WNILHESER:5 GREATER , 0 67 GRAVEL BASE CBMPaOTED 7a gq r.. T. vJ �'s'-^ .,Z_E Dr MAxudUM Boa51TY EPA/ CROODEE PER 2 -ai. v;w)U - SUTURES 60Ns FucTIOII JOINT, I PER RECALL C TPENCH F u'EivlFl 1 NOTES RESTOP /. 10N DETAIL ALL AI TNIAIT WORIBACK1111, - - CTRL INSTALE APPROVED 0.M N2 KFAN RD SHALL -, DE F CONFORMANCE I OR U Wlnl THE Q NMUNI SAL CO ,TRUN Frog BDAn. HRIDGE PIT MUNICIPAL f']N iRUCTIgJ AS AMENDED BY PUbLIL WORY,S OIRECLUt PATE I li( DE YELM STAN[agpr. DE - OVM (Hp, D lE .Fl. � t 5 -C IU HOUSE INFILTRATION TRENCH NOTES: L. 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3'W X 3'D X 20'L DISPERSAL TRENCH W /6 PERF. PIPE ®S = 0.IS AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEOMAnONS BELOW. TYPICAL ALL LOTS. TO BE 1007 PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -7007 PASSING 4" SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0 -10 %PASSING 1.5" SIEVE D.S. (TYP.)7 CLEANOUT 0-27 PASSING i" SIEVE r 0 -i% PASSING #200 SIEVE HOME -� INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD 11 TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. GROUND PROFILE alglalP 'Ie,I- aIgI�I - •5171G'•IY GUTTER DEBRIS SCREEN IW1.25' 0 PERF. PIPE S =0.0% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING OR APPROVED EQUAL). DOWNSPOUT HED ROCK SECTION' 10' MIN. � 20 GROUND PROFILE 6" m PERFORATED 4" PIPE C —� CLEANOUT PIPE ® S =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE OF THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, a�ARSON TYPICAL INFILTRATION AND ASSOCIATES TRENCH FOR A PARKING GARAGE 4401 South 66m Street ... 07.29.03 N�N.T.S. ARSON Tacoma, Washington 98409 nm warp STANDARD NO. 240 253 474 -3404 .Poe AR XNB\].oA. \VA. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM II 8115 II U Z Z U1 F_ O K ( W OD o O W O 3 U W K 2 I N Z � R A: O Ln USO FED W Ill W3 �Om ZNCC VJ � I n � N O p� v Q� Of C o U Q Z N U AS AS g� Z O III L 'I Q) Q U Lij CL <•' O C10 (f) w Q DATE 2 -7 -14 DRAWING N( R31 81158ASE HEET -a OF? 1XMe Cull. aeon. MNA`AERPM aqm�; 61.mn1 T.,F .1.1 AN come swag. mm BIN MICNN IIW,A, Re .1 NM6n M eCompsI ApYFAWrI AedRUNm. Sea SNe wn for acW.l AR W n oM VnMbn 1 sRa= Pipe coupling by Contrx4r. 12" long StubSout by McNUNIL mr. I `2 °MIN. COMPACTED DEPTH CL. "B" ASPHALT CONC. PAVEMENT. I�2 "MIN COMPACTED DEPTH CRUSHED SURFACING (518" MINUS). 6 "CL. "B" BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB —BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T S. Manhole F2me aM Wm elevations to match finL4leE Cover by Manufam� {�32 OD--I /-grace. HDPENSersmo1,N, lrl (See Oeteli) Lvt by ContlaGor. —42 _I L ArtheG Plan View wie,ae NWlbe Meaea mrouM eenw 12" rbm(s)In non-I by eas l•Wnior T Indhlele enEIweinm by melnroLmnm t UnL vmlae4 Menbale W Na-Tol A mle, top, bAVO� s Section A -A m Aqua -Swirl Concentrator Model AS-2 CFD Standard Detail 0.5' HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY §HALL 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X 4'D X 201 INFILTRATION WASHED ROCK SPE TRENCH W16" PERF. PIP - C1FlCA7IONS / E, S- 0.09, AND FILLED WITH WASHED ROCK. SEE DETAIL 1007" PASSING 6" SIEVE 80 -1009. PASSING BELOW TO G 1. SIEVE BE INSTALLED A D T TIME OF (BUILDING CONSTRUCTION. 0 -f0% PASSING 1.5' SIEVE 0 -27 PASSING 1" SIEVE ZD. (TYP.), 1,-CLEANOUT 0 -1% PASSING #200 SIEVE IT 4 _L_ GROUND PROFILE CLEANOUT J (OPTIONAL) 2.0% BUILDING DOWN TEMPORARY MIRAR SILT FENCE A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. c6' .� AGROUND PROFILE _GUTTER DEBRIS c � SCREEN ............. �l 1"TJ RF. PIPE i• :h• 1••••••• • • • 1 (GEOTEX :I Immm ••mom t• \•••••••comma • • APPROVED DOWNSTABOLFF Icommmma'mm••t X-WASHED ROCK SECTION a . I PIPE 0 S=0.0% \-SEDIMENT CONTROL STRUCTURE SEE DETAIL THIS SHEET •�. —�_ WASHED ROCK NOTE, TRENCH MAY RUN PARALLEL BUILDING AS REQUIRED. TRENCH FOR APAR7MENT BUILDINGS RADIUS ASPHALT 6" r PAVING ll CONCRETE SIDEWALK DETAIL 3T. E. E ARC NO. 115 04.04.01 N.T.S. STANDARD 109 E. N.yr Mam /e.mu7ns err Is I EXTRUDED CONCRETE CURB DETAIL .Fm mxsro nsTE CCC111 CARSON 04.04.01 N.T.S. /1 SADARD NO. 112 109 FILE Lunr ,�I APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 1 I'll 1 1111111C ", r EMUI>IRED ASPHALT IF MNMUM 0.25' LA B AC .P CS S-1 PACK MALL 13P. TIODIAC1ED DE nO H ISTnIC TO G E of EANXTINC Flu 008', vMC CVEF SERE ALL APII 91ALE DE 5 APPLIED IN MAXIMUM 0 LIFE, -I " NSINC PAVING APPHNLT OWE GFavEI ©ASE CDMPA'TEG TO 95 R STPIG F MAXIMUM LAX) Qn CRUSHfO ELA BE PEF t m.y Lq)0 TIED SURFACING PAVEMSET TIED . DER¢ TRENCH BACPPLL I' MIT. RED Tw- T_ z -oa , )C MEIIroD e IAINIMUII 075 GEM04T CON_ PVMT. FIR MATCH EAPTING PLUS O.OD', WNILHESER:5 GREATER , 0 67 GRAVEL BASE CBMPaOTED 7a gq r.. T. vJ �'s'-^ .,Z_E Dr MAxudUM Boa51TY EPA/ CROODEE PER 2 -ai. v;w)U - SUTURES 60Ns FucTIOII JOINT, I PER RECALL C TPENCH F u'EivlFl 1 NOTES RESTOP /. 10N DETAIL ALL AI TNIAIT WORIBACK1111, - - CTRL INSTALE APPROVED 0.M N2 KFAN RD SHALL -, DE F CONFORMANCE I OR U Wlnl THE Q NMUNI SAL CO ,TRUN Frog BDAn. HRIDGE PIT MUNICIPAL f']N iRUCTIgJ AS AMENDED BY PUbLIL WORY,S OIRECLUt PATE I li( DE YELM STAN[agpr. DE - OVM (Hp, D lE .Fl. � t 5 -C IU HOUSE INFILTRATION TRENCH NOTES: L. 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3'W X 3'D X 20'L DISPERSAL TRENCH W /6 PERF. PIPE ®S = 0.IS AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEOMAnONS BELOW. TYPICAL ALL LOTS. TO BE 1007 PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -7007 PASSING 4" SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0 -10 %PASSING 1.5" SIEVE D.S. (TYP.)7 CLEANOUT 0-27 PASSING i" SIEVE r 0 -i% PASSING #200 SIEVE HOME -� INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD 11 TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. GROUND PROFILE alglalP 'Ie,I- aIgI�I - •5171G'•IY GUTTER DEBRIS SCREEN IW1.25' 0 PERF. PIPE S =0.0% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING OR APPROVED EQUAL). DOWNSPOUT HED ROCK SECTION' 10' MIN. � 20 GROUND PROFILE 6" m PERFORATED 4" PIPE C —� CLEANOUT PIPE ® S =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE OF THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, a�ARSON TYPICAL INFILTRATION AND ASSOCIATES TRENCH FOR A PARKING GARAGE 4401 South 66m Street ... 07.29.03 N�N.T.S. ARSON Tacoma, Washington 98409 nm warp STANDARD NO. 240 253 474 -3404 .Poe AR XNB\].oA. \VA. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM II 8115 II U Z Z U1 F_ O K ( W OD o O W O 3 U W K 2 I N Z � R A: O Ln USO FED W Ill W3 �Om ZNCC VJ � I n � N O p� v Q� Of C o U Q Z N U AS AS g� Z O III L 'I Q) Q U Lij CL <•' O C10 (f) w Q DATE 2 -7 -14 DRAWING N( R31 81158ASE HEET -a OF? 0.5' HOUSE INFILTRATION TRENCH NOTES: 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY §HALL 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X 4'D X 201 INFILTRATION WASHED ROCK SPE TRENCH W16" PERF. PIP - C1FlCA7IONS / E, S- 0.09, AND FILLED WITH WASHED ROCK. SEE DETAIL 1007" PASSING 6" SIEVE 80 -1009. PASSING BELOW TO G 1. SIEVE BE INSTALLED A D T TIME OF (BUILDING CONSTRUCTION. 0 -f0% PASSING 1.5' SIEVE 0 -27 PASSING 1" SIEVE ZD. (TYP.), 1,-CLEANOUT 0 -1% PASSING #200 SIEVE IT 4 _L_ GROUND PROFILE CLEANOUT J (OPTIONAL) 2.0% BUILDING DOWN TEMPORARY MIRAR SILT FENCE A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. c6' .� AGROUND PROFILE _GUTTER DEBRIS c � SCREEN ............. �l 1"TJ RF. PIPE i• :h• 1••••••• • • • 1 (GEOTEX :I Immm ••mom t• \•••••••comma • • APPROVED DOWNSTABOLFF Icommmma'mm••t X-WASHED ROCK SECTION a . I PIPE 0 S=0.0% \-SEDIMENT CONTROL STRUCTURE SEE DETAIL THIS SHEET •�. —�_ WASHED ROCK NOTE, TRENCH MAY RUN PARALLEL BUILDING AS REQUIRED. TRENCH FOR APAR7MENT BUILDINGS RADIUS ASPHALT 6" r PAVING ll CONCRETE SIDEWALK DETAIL 3T. E. E ARC NO. 115 04.04.01 N.T.S. STANDARD 109 E. N.yr Mam /e.mu7ns err Is I EXTRUDED CONCRETE CURB DETAIL .Fm mxsro nsTE CCC111 CARSON 04.04.01 N.T.S. /1 SADARD NO. 112 109 FILE Lunr ,�I APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 1 I'll 1 1111111C ", r EMUI>IRED ASPHALT IF MNMUM 0.25' LA B AC .P CS S-1 PACK MALL 13P. TIODIAC1ED DE nO H ISTnIC TO G E of EANXTINC Flu 008', vMC CVEF SERE ALL APII 91ALE DE 5 APPLIED IN MAXIMUM 0 LIFE, -I " NSINC PAVING APPHNLT OWE GFavEI ©ASE CDMPA'TEG TO 95 R STPIG F MAXIMUM LAX) Qn CRUSHfO ELA BE PEF t m.y Lq)0 TIED SURFACING PAVEMSET TIED . DER¢ TRENCH BACPPLL I' MIT. RED Tw- T_ z -oa , )C MEIIroD e IAINIMUII 075 GEM04T CON_ PVMT. FIR MATCH EAPTING PLUS O.OD', WNILHESER:5 GREATER , 0 67 GRAVEL BASE CBMPaOTED 7a gq r.. T. vJ �'s'-^ .,Z_E Dr MAxudUM Boa51TY EPA/ CROODEE PER 2 -ai. v;w)U - SUTURES 60Ns FucTIOII JOINT, I PER RECALL C TPENCH F u'EivlFl 1 NOTES RESTOP /. 10N DETAIL ALL AI TNIAIT WORIBACK1111, - - CTRL INSTALE APPROVED 0.M N2 KFAN RD SHALL -, DE F CONFORMANCE I OR U Wlnl THE Q NMUNI SAL CO ,TRUN Frog BDAn. HRIDGE PIT MUNICIPAL f']N iRUCTIgJ AS AMENDED BY PUbLIL WORY,S OIRECLUt PATE I li( DE YELM STAN[agpr. DE - OVM (Hp, D lE .Fl. � t 5 -C IU HOUSE INFILTRATION TRENCH NOTES: L. 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3'W X 3'D X 20'L DISPERSAL TRENCH W /6 PERF. PIPE ®S = 0.IS AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEOMAnONS BELOW. TYPICAL ALL LOTS. TO BE 1007 PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -7007 PASSING 4" SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0 -10 %PASSING 1.5" SIEVE D.S. (TYP.)7 CLEANOUT 0-27 PASSING i" SIEVE r 0 -i% PASSING #200 SIEVE HOME -� INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD 11 TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. GROUND PROFILE alglalP 'Ie,I- aIgI�I - •5171G'•IY GUTTER DEBRIS SCREEN IW1.25' 0 PERF. PIPE S =0.0% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING OR APPROVED EQUAL). DOWNSPOUT HED ROCK SECTION' 10' MIN. � 20 GROUND PROFILE 6" m PERFORATED 4" PIPE C —� CLEANOUT PIPE ® S =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE OF THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, a�ARSON TYPICAL INFILTRATION AND ASSOCIATES TRENCH FOR A PARKING GARAGE 4401 South 66m Street ... 07.29.03 N�N.T.S. ARSON Tacoma, Washington 98409 nm warp STANDARD NO. 240 253 474 -3404 .Poe AR XNB\].oA. \VA. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM II 8115 II U Z Z U1 F_ O K ( W OD o O W O 3 U W K 2 I N Z � R A: O Ln USO FED W Ill W3 �Om ZNCC VJ � I n � N O p� v Q� Of C o U Q Z N U AS AS g� Z O III L 'I Q) Q U Lij CL <•' O C10 (f) w Q DATE 2 -7 -14 DRAWING N( R31 81158ASE HEET -a OF? 60Ns FucTIOII JOINT, I PER RECALL C TPENCH F u'EivlFl 1 NOTES RESTOP /. 10N DETAIL ALL AI TNIAIT WORIBACK1111, - - CTRL INSTALE APPROVED 0.M N2 KFAN RD SHALL -, DE F CONFORMANCE I OR U Wlnl THE Q NMUNI SAL CO ,TRUN Frog BDAn. HRIDGE PIT MUNICIPAL f']N iRUCTIgJ AS AMENDED BY PUbLIL WORY,S OIRECLUt PATE I li( DE YELM STAN[agpr. DE - OVM (Hp, D lE .Fl. � t 5 -C IU HOUSE INFILTRATION TRENCH NOTES: L. 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. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3'W X 3'D X 20'L DISPERSAL TRENCH W /6 PERF. PIPE ®S = 0.IS AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEOMAnONS BELOW. TYPICAL ALL LOTS. TO BE 1007 PASSING 6" SIEVE INSTALLED AT TIME OF BUILDING 80 -7007 PASSING 4" SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0 -10 %PASSING 1.5" SIEVE D.S. (TYP.)7 CLEANOUT 0-27 PASSING i" SIEVE r 0 -i% PASSING #200 SIEVE HOME -� INSTALL TEMPORARY MIRAFI SILT FENCE DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD 11 TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. GROUND PROFILE alglalP 'Ie,I- aIgI�I - •5171G'•IY GUTTER DEBRIS SCREEN IW1.25' 0 PERF. PIPE S =0.0% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING OR APPROVED EQUAL). DOWNSPOUT HED ROCK SECTION' 10' MIN. � 20 GROUND PROFILE 6" m PERFORATED 4" PIPE C —� CLEANOUT PIPE ® S =0.0% SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE OF THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, a�ARSON TYPICAL INFILTRATION AND ASSOCIATES TRENCH FOR A PARKING GARAGE 4401 South 66m Street ... 07.29.03 N�N.T.S. ARSON Tacoma, Washington 98409 nm warp STANDARD NO. 240 253 474 -3404 .Poe AR XNB\].oA. \VA. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM II 8115 II U Z Z U1 F_ O K ( W OD o O W O 3 U W K 2 I N Z � R A: O Ln USO FED W Ill W3 �Om ZNCC VJ � I n � N O p� v Q� Of C o U Q Z N U AS AS g� Z O III L 'I Q) Q U Lij CL <•' O C10 (f) w Q DATE 2 -7 -14 DRAWING N( R31 81158ASE HEET -a OF? II 8115 II U Z Z U1 F_ O K ( W OD o O W O 3 U W K 2 I N Z � R A: O Ln USO FED W Ill W3 �Om ZNCC VJ � I n � N O p� v Q� Of C o U Q Z N U AS AS g� Z O III L 'I Q) Q U Lij CL <•' O C10 (f) w Q DATE 2 -7 -14 DRAWING N( R31 81158ASE HEET -a OF? I N Z � R A: O Ln USO FED W Ill W3 �Om ZNCC VJ � I n � N O p� v Q� Of C o U Q Z N U AS AS g� Z O III L 'I Q) Q U Lij CL <•' O C10 (f) w Q DATE 2 -7 -14 DRAWING N( R31 81158ASE HEET -a OF? ASPHALT PATH SECTION NOT TO SCALE MAINTAIN TOP OF PATH / ABOVE ADD. FINISH GRADE. 1 /4" n11NUS CRUSHED ROCK SLOPE TO DRAIN 1% MAX 7m, FINIH1 GRADP WOVEN ITCOTLi(TILE OR SPRAY WITH SOIL RESIDUAL HERBICIDE COMPACT SUBCRADF CRUSHED POCK K P NTI SECTION, NOT TO SC AI E IFOTES. ALL MATFRIALS, SP RI(MANSHIP, AID IN3TALL- ATIDN SHALL BE 411 CONFORMANCE YOYH TH_ STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDEIJ BY CITY OF FFLNI STANDARDS. NOT '. E' HIGH CHAIN LINE tENCE TO BE lkl9RVCTEO OF Ca ✓AN E v GAU E GORE USES MIT 2' ME H UR WALLS MAr BE ARM uC &C OF YWP IY BL cx SIR RCx 2. PPL VAR A I RS A L VFRTIFAL LA INC DEMCE AT HELP ENDS OF COCOA J. POMi MU T SLANG OPEN AT LEAST 90 DEGREES FIEC VAHU PC'U ION. 9. DOORS MUST SSID6 FREELY AHD BE AB TO BE LO KED IN OPEN DXITON 5. PROVIDE A MINIM ONI OF w HUT STRAIGHT III APPROACH TO tRpQ AT n C N lRt. E. AREA Ml 1 SE FREE OF OVE2 LAD OBSTACLES, ETC A POSER LINE$ SLIDING OVERHANGS, ETC ]. CCRTAIDERE I E BE PLA FD )r e HARD LEVEL SURFACE I El MU ASPFALT OR CONCItEIC_ 6 CLUDE O MUST BE OVFRFD 9. FEN E POST TO EL SCI U ED SECURED TO P DEPTH OF 36 BELOA O5Fd_IO CROUHD LEVEL. 1C. SIZE OF PACIRC DISPOSAL F(W APPNOPflIATE SIZE OF THE WNTAINERS. PEDESTPIAN PATH SECTION APPpovFD Dwr0 No_t PUBLIC WORKS DIRECTOR Al D P -I -.._ DES, pWN. TFW DAIS S —c 3/2/99 � ®r io $� u O N L' AID- SHRUB TREES TO BE THUJA 0GADENTALIS PFTPAMIDAL (PYRAMIDAL EASTERN ARBORVITAE) OR LOUAL. TREES MUST OF A MINIMUM OF 3 10 5 FEET IN HEIGHT AT TIME OF PLAPITINO AND SHOULD BE SPACED 2 IV 25 FEET APART FROM EACH OTHER. CHIP OF YELM, WASHINPTON OEF!_OF COMMUNITY DEVFLCFMENI REFUSE CONTAINER STORAGE AREAS APPROVED DWG. NO BUILDING OFF RF pA[E R-I UES OWN. CKD. DATE 2/23/5 R Iv' l� c mIV Y CTE To GAF k✓L {JL)IF n A CEMENT CONC. BARRIER CURB AND GUTTER 1 ND ',Ix STREET PARI(NT PERMITTED PETER TO HLLEbAIJT SICII NS Of THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFCHMATION ON STORM DRAINAGC STREET LIGHTING, PAVEMENT STRUCTURE, ECT. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. T C' s 1 TA r d A D n DEPT. OF PUBLIC WORKS I'PIEICHBORI IOOD COI_LEC: [OR APPRObFO DWG. NO_ DES. OWN .,Kfl. PATE 9/21/¢UUD A /VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E. W.M. FEEMETERAFLUMIS OF a M PLAN MEW TYPE SINGLE DSNEL NA t. lltlzp 1 le m OR uzal wnare pMmMax uos&nol^nna mw]hn m AS IS ECROF MAINTAIN TOP OF PATH s¢ccNTPAC1RUm Z. np halbn Nell EapMwa MNA BrewgN Of Naea yW EFxort ABOVE AOJ. FINISH cuFe awege•GRADEGRFAMb ®YMOw,Ma.Xal. ronolShcnegMeeMx. _ P 6EExorE GRADE. plx q 4' "ALK E` We •wsl- JTASS B ASPHALT - - - - -- _Iz / ES, SYMUtl %.n FAp.t2.DBl,CuRro1GGuru, pMmRN R CONCRETE SLOPE TO DRAiN SSm BYlrane %aG FAO.tOMcWMWWwremb EUexeb Ce95:. /� FINISH GRADE 3 MAX, MRI D SEME aEcVBR GMp MxErG.0 SECTION O m I III - 9EE XSTEe III II r MELD clnBRaw RS..prrore SMICSSTIC - -� �� �,C, BIRDS PLAN NEW rea ElwcllkaWlN ena TYPE RNMILE BRK B TOP COURSE CAUSEN GEOT'OIL OR To. nre , UdrMR 1. m SCE.Re Ym mmemenlm. mmr,e W= L g.w%m tx.'nTMN5 COMPACT EUBCRADE SPRAY SPRAY WITH SOIL - ryw,O pMNSID,A 6 jclaiY. RESIDUAL. HERBICIDE a 6TAxouo AFADE BOSS, EEEPFM M ml sm 6mMa,e Ben FaB.tP ror CemeMIMC^ u.IM SMxwhamel6. E -sm LCnp.m Pbm Or Naln M"a qea .MCGweN. ASPHALT PATH SECTION NOT TO SCALE MAINTAIN TOP OF PATH / ABOVE ADD. FINISH GRADE. 1 /4" n11NUS CRUSHED ROCK SLOPE TO DRAIN 1% MAX 7m, FINIH1 GRADP WOVEN ITCOTLi(TILE OR SPRAY WITH SOIL RESIDUAL HERBICIDE COMPACT SUBCRADF CRUSHED POCK K P NTI SECTION, NOT TO SC AI E IFOTES. ALL MATFRIALS, SP RI(MANSHIP, AID IN3TALL- ATIDN SHALL BE 411 CONFORMANCE YOYH TH_ STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDEIJ BY CITY OF FFLNI STANDARDS. NOT '. E' HIGH CHAIN LINE tENCE TO BE lkl9RVCTEO OF Ca ✓AN E v GAU E GORE USES MIT 2' ME H UR WALLS MAr BE ARM uC &C OF YWP IY BL cx SIR RCx 2. PPL VAR A I RS A L VFRTIFAL LA INC DEMCE AT HELP ENDS OF COCOA J. POMi MU T SLANG OPEN AT LEAST 90 DEGREES FIEC VAHU PC'U ION. 9. DOORS MUST SSID6 FREELY AHD BE AB TO BE LO KED IN OPEN DXITON 5. PROVIDE A MINIM ONI OF w HUT STRAIGHT III APPROACH TO tRpQ AT n C N lRt. E. AREA Ml 1 SE FREE OF OVE2 LAD OBSTACLES, ETC A POSER LINE$ SLIDING OVERHANGS, ETC ]. CCRTAIDERE I E BE PLA FD )r e HARD LEVEL SURFACE I El MU ASPFALT OR CONCItEIC_ 6 CLUDE O MUST BE OVFRFD 9. FEN E POST TO EL SCI U ED SECURED TO P DEPTH OF 36 BELOA O5Fd_IO CROUHD LEVEL. 1C. SIZE OF PACIRC DISPOSAL F(W APPNOPflIATE SIZE OF THE WNTAINERS. PEDESTPIAN PATH SECTION APPpovFD Dwr0 No_t PUBLIC WORKS DIRECTOR Al D P -I -.._ DES, pWN. TFW DAIS S —c 3/2/99 � ®r io $� u O N L' AID- SHRUB TREES TO BE THUJA 0GADENTALIS PFTPAMIDAL (PYRAMIDAL EASTERN ARBORVITAE) OR LOUAL. TREES MUST OF A MINIMUM OF 3 10 5 FEET IN HEIGHT AT TIME OF PLAPITINO AND SHOULD BE SPACED 2 IV 25 FEET APART FROM EACH OTHER. CHIP OF YELM, WASHINPTON OEF!_OF COMMUNITY DEVFLCFMENI REFUSE CONTAINER STORAGE AREAS APPROVED DWG. NO BUILDING OFF RF pA[E R-I UES OWN. CKD. DATE 2/23/5 R Iv' l� c mIV Y CTE To GAF k✓L {JL)IF n A CEMENT CONC. BARRIER CURB AND GUTTER 1 ND ',Ix STREET PARI(NT PERMITTED PETER TO HLLEbAIJT SICII NS Of THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFCHMATION ON STORM DRAINAGC STREET LIGHTING, PAVEMENT STRUCTURE, ECT. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. T C' s 1 TA r d A D n DEPT. OF PUBLIC WORKS I'PIEICHBORI IOOD COI_LEC: [OR APPRObFO DWG. NO_ DES. OWN .,Kfl. PATE 9/21/¢UUD A /VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E. W.M. FEEMETERAFLUMIS OF a M PLAN MEW TYPE SINGLE DSNEL NA PLE, t. lltlzp 1 le m OR uzal wnare pMmMax uos&nol^nna mw]hn m AS IS ECROF M�Iebmzn�n s¢ccNTPAC1RUm Z. np halbn Nell EapMwa MNA BrewgN Of Naea yW EFxort N, q ea Mavp b tlla cannam P@ly. cuFe awege•GRADEGRFAMb ®YMOw,Ma.Xal. ronolShcnegMeeMx. _ P 6EExorE ME NS plx q F`MMNEMC E` We •wsl- Gm ear M Avlx m me uxm r perl onl. <em qmp m wa'nB. PoEE. S. Emma LGno-nlww,mxnamrmaowea . egnap.elw �% ES, SYMUtl %.n FAp.t2.DBl,CuRro1GGuru, pMmRN R aEE xpTE na GNbrarp PeWelMn care MNb. ]MVCUR�&RJTdNd SSm BYlrane %aG FAO.tOMcWMWWwremb EUexeb Ce95:. 0. 8 I�TptlYl EmmxGaxl We C. I MMmaMFLmeenlSSAM e4. 4NgN6 MRI D SEME aEcVBR GMp MxErG.0 SECTION O PLE, t. lltlzp 1 le m OR uzal wnare pMmMax uos&nol^nna mw]hn m AS w­ wWN n M�Iebmzn�n s¢ccNTPAC1RUm Z. np halbn Nell EapMwa MNA BrewgN Of Naea yW EFxort N, q ea Mavp b tlla cannam P@ly. cuFe awege•GRADEGRFAMb ®YMOw,Ma.Xal. ronolShcnegMeeMx. _ P 6EExorE eeleeen lM ew aajY,anl wRxepWPC NSM. plx q N. W' rvIWGa BnWBe. F, C. B.S. ®ravarewum.reppun . x. E` We •wsl- Gm ear M Avlx m me uxm r perl onl. <em qmp m wa'nB. PoEE. S. Emma LGno-nlww,mxnamrmaowea . egnap.elw �% ES, SYMUtl %.n FAp.t2.DBl,CuRro1GGuru, pMmRN R aEE xpTE na GNbrarp PeWelMn care MNb. " "'33• SSm BYlrane %aG FAO.tOMcWMWWwremb EUexeb Ce95:. 0. 8 I�TptlYl EmmxGaxl We C. I MMmaMFLmeenlSSAM e4. ' -ehw iiuroorjcun ne GUron «j oym"�"vTtl cur-- SESSG" We Y ). MRI D SEME c,%S. xyx. GrnleptlmM pouYlBgmel. Y2n. . G%MS L.",MIn"Ilq m P eLre wNremp e6reapaY nGlmju4e ngnmp Yymb .l6Mlbe- MaYrq me 'rxnlrgeMXNYw"mmnlw�p - 9EE XSTEe MeI c...wnm epphEq .t6fwl m.Wwm Ynan, NerunnYp ebPoGlle BOB remp MallMea M-R&C r MELD clnBRaw RS..prrore SMICSSTIC - OURS R BeueR�re YMInBZ ZeaY rexM e— MW. PLAN NEW rea ElwcllkaWlN ena TYPE RNMILE BRK B tlBO d=NMmrroa n CMM ue g.mx lMO 1M16 Y \\ To. nre , UdrMR 1. m SCE.Re Ym mmemenlm. mmr,e W= L g.w%m SEENCES AFEMSm TAXGAPGpr.xweR SINGLE DIRECTION CA un[P -SEE xpTEa CURB RAMP % ISOMETRIC MEW TIPBS o6LE!..!RR A P ISOMETRIC MEW 111013 DETAIL TONE N.RLIUDIRR gNB S X. S L X ��.I � SEMERMEPS. &'EEO TRUxArtD pmAWG �G TRUNCATED DONE DUNES ,ISO. SEE MONTH 2 ixW SSGE • • OR ncE lzcW81- "M arcrc VP y 81XDLE pIRECigN CURB RAMP L(iGCR � 6F eETwEEx 1M M. _ z eIRdFROM E 'I 1 epM _ gI; IN" p SINGLE DIRECTMINNC,cuxm RAYS CVR P ,NNO >IYE HDII 9) EFEARS NO. PA BARE O S LEGEND pM�pEe EFxort PER CITY MARK —UP .PeDE6PAM ..'EIXgMECOMPCUv T M Nmtmwn p 9SI m. nTre eR pDmRWSm, a wwe.mm M.noOBe g NrA U pwSL(r nW E` We •wsl- cmsswelkoa"oM�nlmepfhnnmdFbneM wtlb Grge r LgIM PoEE. SEEMS S"E".NFm.1 aEECq,m.crAµs aEE xpTE doM - - rcpXCP ASSAC 1R.EIMM_ISS Exoree emaml"WC MET. Mm, M- E rteMCO BEE NOTE 3. T. AM eeeBMel4re]bba PlpendruYeb tlla SSOMMYGrmR /` m wPa r.Wpxp CpPe PMS RS..prrore SMICSSTIC - TwWa- M� EeetlYp, SECTOR O a. TM MWlwly MemnmarMd.Yhnam Ee ...Ne SEENCES AFEMSm TAXGAPGpr.xweR SINGLE DIRECTION CA un[P -SEE xpTEa CURB RAMP % ISOMETRIC MEW TIPBS o6LE!..!RR A P ISOMETRIC MEW 111013 DETAIL TONE N.RLIUDIRR gNB S X. S L X ��.I � SEMERMEPS. &'EEO TRUxArtD pmAWG �G TRUNCATED DONE DUNES ,ISO. SEE MONTH 2 ixW SSGE • • OR ncE lzcW81- "M arcrc VP y 81XDLE pIRECigN CURB RAMP L(iGCR � 6F eETwEEx 1M M. _ z eIRdFROM E 'I 1 epM _ gI; IN" p SINGLE DIRECTMINNC,cuxm RAYS CVR P ,NNO >IYE HDII 9) EFEARS PERPENDICULAR CUNNANP WMxwpv (SEE EI 9) PEDESTRIAN RAILROAD CROSSING IS ITAXOMEMUxfyl °V M` Ep n_ tt �eEE fort MM w 1. cm �ee¢pare Lulp gemplMrmm meMawunmerxnomtwGW. rrykmlbn elmllMph tlMmFIM Wqm Mi m..eatlm pwc OF. a 9EEttANEMNgµ pup ExOIEa `xaN.geayiwm NmaLMGMphm, 2 WMm'GgAl1E&iE4M le ®IW aul Mamtln lm9l"OImMRlale Twpcu cw � Meanlwrku Wanm WtleaMN. S. OB mlpYZe GeMPa enNA` 91pEW G LeMYyln hoMl Mlme CUA RempwpneI.Ilulme Cme RAI wx.TITW� ELSO. u A- Fm Cnnecl%Mnsbr Me w2 arynapxaba Stu SmnWM%en efEtm'mtc10.12M Lag CuT entl GMnm.0.genea CUpeMGMM,eM CH / _ PMxahn BOCK ENUW, RELE.F pc. paup eEi LORI N.O del- GFA. Nww px50 E 6. Sea %eM 1".. ISS., O Nr MIRNMELmpek EIMWIXOBrel6. Sw Cpn. %Mna br xN1, Ma Pbmmm l Of etlm¢ &. SAW. pEaaFSUnCNPeAwrreR FACEGPwM EPPE�neuMSaTreP s. m. Ebmm Dcem..Tl wlwLm ceR R.mp rry •aG.anmmmm O O Ire MIMm11wR wNMM CpNr OymuMC3 Mac"naLP. LMN, prSNSweW TRNE PARALLEL p FOUSNERN.. RUM W. T MawMgtaE"Wbel 1penMd nh MqB 1pM.dGMr Bl Ii n2m ME PARALLEL pa Win. 1.-. yy MMe MTtgefrwlpn wnpi tlMnp pf me aA pMYlWwec M1. kndelnmx. bnBle me runnxp Ole 4r 0I T WccpXEV B. CuAWmp�IeMA,r I'd FROM McIl�pNemmmmlM.Sm SYnpr 6 BUTS tlgn e.tE " W 1 e. W 'MUAY 0% ev PalmeYn wie mMY EZamabaalne9rGMM wrlene115e mtll Glme Cud RampeMbrinntlMpwlAee etlM eEmeebvelbn nMa CUR c[utNt D RmpgLmtlrg ErA lbnwilNnprre4Atlblemin, ` we aEExGTEx secnox OA .BOG " SEE e %AX 0.1prz IEC(rD IS MESCRALK I1�I M.Sh EEcDxT1YLTALA4 WAS 61GEMMA .dNdNE. VECEMWM, mMU awls xEpxwwECrox au . S, _RUC DOMOSa FEMEMOR EAAC_ cNPaRwA cuO ° F tMmxp AMC, MP. EM. stENGTEa %EE : °MMIpMO "T o- SECTOR O c ru.r SECTOR OB ParuxW aEEx PMUUEIe mruwr -sEEx PARALLEL CURB RAMP ISOMETRIC NEW &10/13 -- _ ISOMERIC MEW ROVNDABOUTS%RIER ISLAND ENT GUIDELINES SHARED-USE PAM CONNECTOR DETECTABLE WARNING SEEFT SURcFACIEE APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: R NO. PA BARE O S BY NOTES TYPE PERPENDICULAR A PER CITY MARK —UP TUBE PExPENENCUTAq B T M Nmtmwn p 9SI m. nTre eR pDmRWSm, a wwe.mm M.noOBe g NrA U pwSL(r nW E` We •wsl- cmsswelkoa"oM�nlmepfhnnmdFbneM wtlb Grge r LgIM PoEE. sFE Xp S"E".NFm.1 aEECq,m.crAµs nnp a mGI e Y mnB z. armmmTp m.nmual.eMl mt. M R doM - - rcpXCP C AMMECxEU z wMm•GRMESRFAM Ie ®om aul. a�a xaol. bnp........ ae ere.x e6lwmIB CIRMS.O.- TxmxspmnmclleY emaml"WC MET. Mm, M- E rteMCO BEE NOTE 3. T. AM eeeBMel4re]bba PlpendruYeb tlla SSOMMYGrmR /` m emGemedte ..1..Na..1 TIMES OF ME RS..prrore SMICSSTIC - TwWa- M� EeetlYp, OF Al a. TM MWlwly MemnmarMd.Yhnam Ee ...Ne Cur 6 Em IMCWdllt PMn"brpM ADESOV spetl SEMntlna pl a 1M16 Y \\ xgriNMf tx.'nTMN5 S.M. - ryw,O pMNSID,A 6 jclaiY. S IMMB- = WSCNM dIeuMMh.NdMrM use MmwSMORM NO DINS delapWNdat MyPe a 6TAxouo AFADE BOSS, EEEPFM M ml sm 6mMa,e Ben FaB.tP ror CemeMIMC^ u.IM SMxwhamel6. E -sm LCnp.m Pbm Or Naln M"a qea .MCGweN. DCUUxG pAruxn -aEExO S. SCNSbnaera.fNCMM welkena BdENMM MM1i. cuxe.xp GIx1EP MBp llem Sem"I ANS`C L.F SE mnTm •tlomnprindu o%=X, - NaMN` 11 T' n.grronmpYmRmme m.b®ummu.O.ImmxewemnB SGrtam rxpgG wrTx SO ud. SO m�uagy el me WMMmmx B.S. entlwglT Sp lepuM tlY9rm M1Cm DETECT,YSLE WARNING SYRFACE PETAL TER CUrp getup SPOSS. mnnlnO O,,N 611.. dol SMS1Wl"Mremp B. WFen Me nrona lv. Emw.•. m.. ...n...�......�u- �- ..-- ... -_..- PERPENDICULAR CUNNANP WMxwpv (SEE EI 9) PEDESTRIAN RAILROAD CROSSING IS ITAXOMEMUxfyl °V M` Ep n_ tt �eEE fort MM w 1. cm �ee¢pare Lulp gemplMrmm meMawunmerxnomtwGW. rrykmlbn elmllMph tlMmFIM Wqm Mi m..eatlm pwc OF. a 9EEttANEMNgµ pup ExOIEa `xaN.geayiwm NmaLMGMphm, 2 WMm'GgAl1E&iE4M le ®IW aul Mamtln lm9l"OImMRlale Twpcu cw � Meanlwrku Wanm WtleaMN. S. OB mlpYZe GeMPa enNA` 91pEW G LeMYyln hoMl Mlme CUA RempwpneI.Ilulme Cme RAI wx.TITW� ELSO. u A- Fm Cnnecl%Mnsbr Me w2 arynapxaba Stu SmnWM%en efEtm'mtc10.12M Lag CuT entl GMnm.0.genea CUpeMGMM,eM CH / _ PMxahn BOCK ENUW, RELE.F pc. paup eEi LORI N.O del- GFA. Nww px50 E 6. Sea %eM 1".. ISS., O Nr MIRNMELmpek EIMWIXOBrel6. Sw Cpn. %Mna br xN1, Ma Pbmmm l Of etlm¢ &. SAW. pEaaFSUnCNPeAwrreR FACEGPwM EPPE�neuMSaTreP s. m. Ebmm Dcem..Tl wlwLm ceR R.mp rry •aG.anmmmm O O Ire MIMm11wR wNMM CpNr OymuMC3 Mac"naLP. LMN, prSNSweW TRNE PARALLEL p FOUSNERN.. RUM W. T MawMgtaE"Wbel 1penMd nh MqB 1pM.dGMr Bl Ii n2m ME PARALLEL pa Win. 1.-. yy MMe MTtgefrwlpn wnpi tlMnp pf me aA pMYlWwec M1. kndelnmx. bnBle me runnxp Ole 4r 0I T WccpXEV B. CuAWmp�IeMA,r I'd FROM McIl�pNemmmmlM.Sm SYnpr 6 BUTS tlgn e.tE " W 1 e. W 'MUAY 0% ev PalmeYn wie mMY EZamabaalne9rGMM wrlene115e mtll Glme Cud RampeMbrinntlMpwlAee etlM eEmeebvelbn nMa CUR c[utNt D RmpgLmtlrg ErA lbnwilNnprre4Atlblemin, ` we aEExGTEx secnox OA .BOG " SEE e %AX 0.1prz IEC(rD IS MESCRALK I1�I M.Sh EEcDxT1YLTALA4 WAS 61GEMMA .dNdNE. VECEMWM, mMU awls xEpxwwECrox au . S, _RUC DOMOSa FEMEMOR EAAC_ cNPaRwA cuO ° F tMmxp AMC, MP. EM. stENGTEa %EE : °MMIpMO "T o- SECTOR O c ru.r SECTOR OB ParuxW aEEx PMUUEIe mruwr -sEEx PARALLEL CURB RAMP ISOMETRIC NEW &10/13 -- _ ISOMERIC MEW ROVNDABOUTS%RIER ISLAND ENT GUIDELINES SHARED-USE PAM CONNECTOR DETECTABLE WARNING SEEFT SURcFACIEE APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: R NO. A O S BY IM wnp MlpTx- sFEmuTwtrPlwvs TYPE PERPENDICULAR A PER CITY MARK —UP TUBE PExPENENCUTAq B p EFFn.MERMS..wana TPievpeem bCUNgemyy br cam merMM u p. nW ipm- 9EECWmnrrpµ6 cmsswelkoa"oM�nlmepfhnnmdFbneM wtlb Grge r LgIM L sFE Xp S"E".NFm.1 aEECq,m.crAµs _ MREN doM - - rcpXCP C AMMECxEU z wMm•GRMESRFAM Ie ®om aul. a�a xaol. bnp........ ae ere.x e6lwmIB CIRMS.O.- TxmxspmnmclleY SEE Cp"r - Mm, M- E rteMCO BEE NOTE 2 Dar OF A= Ja rcem BI AL -wxereorolnerepWaa- m ENCI m "I Ol me wre Ramp qOn enypatl Glme CU2UMMW Eweu EEEPOR FwtE RS..prrore SMICSSTIC - TwWa- M� EeetlYp, oppFRONEWC S`j)\ Cur 6 Em IMCWdllt PMn"brpM ADESOV spetl SEMntlna pl a 1M16 Y \\ xgriNMf AMC FM.12MCOB LUCK ena GUnx. CePgSMM CUNeM GMNr, ena n ryw,O pMNSID,A 6 jclaiY. M TTY /p /i" ` a 6TAxouo AFADE BOSS, EEEPFM M ml sm 6mMa,e Ben FaB.tP ror CemeMIMC^ u.IM SMxwhamel6. E -sm LCnp.m Pbm Or Naln M"a qea .MCGweN. DCUUxG pAruxn -aEExO ( ax sExLO "GMpls LL MBp llem Sem"I ANS`C L.F SE mnTm •tlomnprindu o%=X, - NaMN` 11 6. ROSS CON, EST.M GUTTED, Dapm e]Cm3enaGNC PnIS ncuN, EUwME ud. SO w TWF- TER CUrp getup SPOSS. mnnlnO O,,N 611.. dol SMS1Wl"Mremp ExOTEe - BEE xpIEC D m - bngN T, IG mmM ISMrloerotl tlieanll Me &epnlMafinlply xen IGal W.ran appry Bm 5lmlrreunumknpM,N RECO. rw.. N.uF I "c'U enmez9ng prep xbPoMlpre wiERempeeell MCblea/mxieb. icECf cpnB EncECFCwe Mc"p �'M - xNu WAS EUm Cam BECAV EMnanpo�� eM NEW, NElU NNNM.NwmAMlz". See iOCUP RVpI c 6EExGiES EMPE59FOCUVMAYGWmm A..era9PoCMGNGroSa0. 6 LEGEND. slppE xETHERMSECTpN PLAN MEW NO. DATE DESCRIPTION BY PLAN MEN TYPE PERPENDICULAR A PER CITY MARK —UP TUBE PExPENENCUTAq B p EFFn.MERMS..wana PEEVESM EE ",p,E, sFE Xp S"E".NFm.1 aEECq,m.crAµs �, CL 6EEere pt,xl - ap oppFRONEWC sxe „,E.MG NNR xp cF_RNdA uP SECTNOA aEEeTMIGAXO^M' CURB RADIUS DETAIL Op DCUUxG pAruxn -aEExO PERPENDICULAR CURB RAMP ISOMETRIC MEW &2&13 ISOMETRIC NEW ttpE PERPENDICULAR AppY1HPIr T/PE PERPENDICVIAR NPpY LLMR RENSION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP CJM 11 8115 11 SA Ed N A SO A O � I j � Q � U W CA O p U Y W ON IF O U O Z d C, LO CA M U US W m � J w ZiC, 0 'P A_ RE ''^^ Vi � r\ V Q � APR OFF O n� V V Q 0 c U Q Z DUE (n 51 Z O PZ U_ LLJ r W CL co F­_/) (f) Lt 1 Q l7S2 I 81BASE EEET 15ZQ OE 2 DATE 2-7-14 i�6jl1 it 1f �r>]� �` �---` 4-" -•-r Y / K�]►� lC� ��l�i r l�1 P I P L�] r 1D 9' X 20' PARKING STALL (TYPICAL). O 9' x 20' 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). O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS, SEE DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. © CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE PIPE ® 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RSI. O7 CONTRACTOR TO CONSTRUCT 201 X 4'0 X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERT. PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO TRANSITION FROM PARK BENCH LANDING/ PLAY STRUCTURE AREA AT 2:1 MAX. SLOPE TO SURROUNDING FINISH GRADE. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RI VER HUN APAHTME/VTS NE 1/4, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. 1 E�J41.00(8) 121LF 8 ADS(N- -- --1T. -- DRAIN O a.50X Y. - 90' SIDEJARQ. I- SET BACk \ i o v 01141' v v .. (D °lO . N ' 'w rn o v p, m 1 C 0 ,p _ •al�� I , +'197 -"� ._ 342.10 ' .s. ii PoM-34260 O IM =341_63 W , / Z ,1J4'. r� RI VER HUN APAHTME/VTS NE 1/4, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M. 1 E�J41.00(8) 121LF 8 ADS(N- -- --1T. -- DRAIN O a.50X Y. - 90' SIDEJARQ. I- SET BACk \ i 7LF- 6'ADS(N -12) RD( DRAIN O 0.501[ (MIN.) PoW3424 y YD iIPE 40 2.4 ammm biV_ yti O _ -____ �i W I gN�" M 64' i/ % a 4LF B ADS(N -12) ROOF../ m DRAIN O 0.501 (M13N.) • I 1 "� r" a ' � 1 ✓ � ai -� 1 - - 43� 1 ( � M nr 8L 343.19 DRAIN O R ) 1 LE�338 73(8) / 1 - F 8'ADS(N 12) ROOF) . DR 50X (MI N w 58 PROPOSED 1 5v r j g' APARTMENT M v `' 1tl `:0 I - - - -- BUILDING B __ APPROX.- ., ^` .I I - - - r O.`.y�4 I �_ -� _ -F-.F 34400._ ' -- o r S( 12) ROOF DRAIN 115 FRON "YA O Yii Q -- R1M�J44.50 a �� ser - -- -- M LE- 34300(6') 6 BACK 1 i� / j �� t� =344 34zT- / '�45' 34615 ------ ro _ - - --._ '^____- _.-FG =2442 �bcob 3 111s\ 111s\ _- - -- 4 PARK AREA 5' . i I M "" 45.31 O N ( (D / a 0 -Ky - -- 34 01 g 3466 15.6 / rO 1345.71 �yg 4a�, r pgQst� (D - _ ' 343 g0 13LF•.8 AD -12) ROOF _ �� DRAIN O 0.508 (MIN. / 4 m.. -346 27 I -------------------------- ___- V 64' / f 160 1 ' S .r 346.00 / ✓- /' 0� '2'` 65LF -6 AD -12) ROOF I � - t - _ ss : a sa DRAIN a asol N49 28 54'W i F" -'-'T 1 _ _ . -i 7 - __ 4� TW =346.0 �� � ,d � '< � 4i �r" m. RIM-34&00 I / / ,��n �u Q _ LE_�uzo(e) mM- 3+e.00 I LE-341W(6 -) .90 / V l ' 346' _ m 58' A 4 59.� i, . 'i 'fin n q vi - � � _ - -- PROPOSED ,�. -� _ - _ 00 APARTMENT W ARR{p T . BUILDING "A" v j 1 347.04 UU APPROX. -' I Q a° 0 o. F.F.= 346.50 lip r } - ' 47.27 O•S 346.89 346.40 co q RW,346.50 ' pb n,: LE�343:50(B) 10' �••i / I M9? II 11 - - -- -- - -_ -_ IQ_ sa' L / a - „__- 70 PS €- EASEMENT RER AFN- 3982737 D-17TYKJ 0 a,: LE- 339.71(8') DRAIN O I.T.- 34281(8 60L - ?ADS(N -12) ROOF DRAIN O 0.5101 (MIN,) 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 MTH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND )�kr 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION AT 0.00 EXISTING TOP OF PAVING SPOT ELEVATION N0. DATE DESCRIPTION BY 1 1-22 -14 PER CITY MARK -UP GJM A 8115 LU 0 N U Z L ti o � w u 0 0 Y U cn ¢ W W W S O D U n V C7 3 "u Z a o� U� W � 21 W� ZOO N z U C0 o v 01141' v v .. (D °lO . N ' 'w rn o v p, m 1 C 0 ,p _ •al�� I , +'197 -"� ._ 342.10 ' .s. ii PoM-34260 O IM =341_63 7LF- 6'ADS(N -12) RD( DRAIN O 0.501[ (MIN.) PoW3424 y YD iIPE 40 2.4 ammm biV_ yti O _ -____ �i W I gN�" M 64' i/ % a 4LF B ADS(N -12) ROOF../ m DRAIN O 0.501 (M13N.) • I 1 "� r" a ' � 1 ✓ � ai -� 1 - - 43� 1 ( � M nr 8L 343.19 DRAIN O R ) 1 LE�338 73(8) / 1 - F 8'ADS(N 12) ROOF) . DR 50X (MI N w 58 PROPOSED 1 5v r j g' APARTMENT M v `' 1tl `:0 I - - - -- BUILDING B __ APPROX.- ., ^` .I I - - - r O.`.y�4 I �_ -� _ -F-.F 34400._ ' -- o r S( 12) ROOF DRAIN 115 FRON "YA O Yii Q -- R1M�J44.50 a �� ser - -- -- M LE- 34300(6') 6 BACK 1 i� / j �� t� =344 34zT- / '�45' 34615 ------ ro _ - - --._ '^____- _.-FG =2442 �bcob 3 111s\ 111s\ _- - -- 4 PARK AREA 5' . i I M "" 45.31 O N ( (D / a 0 -Ky - -- 34 01 g 3466 15.6 / rO 1345.71 �yg 4a�, r pgQst� (D - _ ' 343 g0 13LF•.8 AD -12) ROOF _ �� DRAIN O 0.508 (MIN. / 4 m.. -346 27 I -------------------------- ___- V 64' / f 160 1 ' S .r 346.00 / ✓- /' 0� '2'` 65LF -6 AD -12) ROOF I � - t - _ ss : a sa DRAIN a asol N49 28 54'W i F" -'-'T 1 _ _ . -i 7 - __ 4� TW =346.0 �� � ,d � '< � 4i �r" m. RIM-34&00 I / / ,��n �u Q _ LE_�uzo(e) mM- 3+e.00 I LE-341W(6 -) .90 / V l ' 346' _ m 58' A 4 59.� i, . 'i 'fin n q vi - � � _ - -- PROPOSED ,�. -� _ - _ 00 APARTMENT W ARR{p T . BUILDING "A" v j 1 347.04 UU APPROX. -' I Q a° 0 o. F.F.= 346.50 lip r } - ' 47.27 O•S 346.89 346.40 co q RW,346.50 ' pb n,: LE�343:50(B) 10' �••i / I M9? II 11 - - -- -- - -_ -_ IQ_ sa' L / a - „__- 70 PS €- EASEMENT RER AFN- 3982737 D-17TYKJ 0 a,: LE- 339.71(8') DRAIN O I.T.- 34281(8 60L - ?ADS(N -12) ROOF DRAIN O 0.5101 (MIN,) 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 MTH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND )�kr 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION AT 0.00 EXISTING TOP OF PAVING SPOT ELEVATION N0. DATE DESCRIPTION BY 1 1-22 -14 PER CITY MARK -UP GJM A 8115 LU 0 N U Z L ti o � w u 0 0 Y U cn ¢ W W W S O D U n V C7 3 "u Z a o� U� W � 21 W� ZOO N z U C0 o v v v Q � n N ' 'w rn o v V�J m C 0 U 0 ' .s. ii O zz CE J Q CL Cl- LLJ C) CL Zi O U DATE 2 -7 -14 DRAWING N( FG1 8115BASE SHEET _U OF2 PIPE TABLE PIPE TENTH DISCRETION 1 9LF 6" PVC SDR -35 0 2.00Y 2 9LF 6" PVC SDR -35 0 2.00% 3 8LF 6" PVC SDR -35 0 2.00Y 4 8LF 6" PVC SDR -35 0 2.00% 5 11LF 6" PVC SDR -35 0 2.007 CLEAN OUT TABLE CO# RIM I.E.= 1 344.50 341.00 2 346.00 341.00 3 345.00 1 340.41 4 344.50 340.41 5 345.00 340.15 6 345.00 340.03 • CONTRACTOR TO FlELD ADJUST RIM ELEVATIONS CONSTRUCTION NOTES p CONTRACTOR TO INSTALL XERXES 6000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (8'0) AS SHOWN AND PER DETAIL ON SHEET SD2. O CONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE (ORENCO MODEL P20 05 11 OR APPROVED EQUAL) IN 6000 GAL, S. TE.P. TANK/ PUMP CHAMBER PER DETAILS ON SHEET SD2. O3 CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON REMOTE 4 "X8" WOODEN POST NEAR BUILDING "A" FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG. BY CUTLER HAMMER AND A MALE PLUG, MODEL 7053 MBWP AS MFG. BY BRYANT. SEE DETAIL ON SHEET S02. 4O CONTRACTOR TO CONNECT PROPOSED 2" STEP SERVICE LINE TO EXIS7NG SERVICE BOX AS SHOWN AND PER CITY OF YELM STANDARDS. SO CONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YE STANDARDS, ON ALL SEWER CLEAN OUTS LOCATED MORE THAN 2.5 FEET FROM BUILDING FOOTINGS. © CONTRACTOR TO INSTALL POTABLE WATER HOSE BIB WITHIN 50 FEET OF STI PUMP TANK PER CITY OF YELM STANDARDS. O7 CONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YE STANDARDS, A /I/EH HUN APARlME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. S.T.E.P. SYSTEM PLAN UTMUTY 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 U71LI77ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U77LITY LOCATE 0 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW U71LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA77ON OF SAID U7ILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA71ON 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. CONTRACTOP / DEVELOPER NOTE: THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REiQUIRED MATERIAL TES77NG, COME' -7TION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION W/AS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIM4UM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHfIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. S. T. E P. TANK TABLE BUILDING I SIZE GAL. INLET RIM I OUTLET INLET I.E. OUTLET I.E. TANK BOTTOM A TANK 1 3000 345.0 345.0 fj 340.58 6" 340.35 6" 335.17 B TANK #2 3000 1 344.5 1 344.5 340.58(6") 340.35 6" 335.17 JOINT S. T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A & B 3000 PROPOSED SIDEWALK 345.15 BLVD. 345.50 339.91 6" 341.75 2" 335.17 TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEAD PUMP LEAD PUMP I LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON" ELEV. "OFF" ELEV. "ON" ELEV. ALARM ELEV. PROPOSED 2" STEP SERVICE VALVE (LIQUID LEVEL) PROPOSED SIDEWALK CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 338.30 338.80 339.18 379.30 339.68 339.80 APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: LEGEND -PfL- SCALE: 1 " =20" RfW- R/W LINE - - - - 0 10 20 40 VERTICAL DATUM ADDITIONAL 10' UTILITIES EASEMENT THURSTON COUNTY PROPOSED SANITARY SEWER MANHOLE NGVD 29 PROPOSED 2" STEP SERVICE BM: 1252 PROPOSED 2" STEP SERVICE VALVE CASED CONCRETE MONUMENT WITH BRASS PROPOSED SIDEWALK CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 PROPOSED CONTOUR CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES EXISTING EDGE OF PAVEMENT LEGEND -PfL- PROPERTY LINE RfW- R/W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE W PROPOSED SIDEWALK ,.. PROPOSED SHOULDER -- -456 - -- PROPOSED CONTOUR e.E - EXISTING CONTOUR -- -- EXISTING EDGE OF PAVEMENT 0 EXISTING STORM MANHOLE D D EXISTING STORM MAIN C) EXISTING SANITARY SEWER MANHOLE - - -- EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN -G EXISTING POWER POLE pl EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT �. W EXISTING WATER MAIN ® PIPE NAME REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM A 11 II 8115 II 0 N � ;II O � 2 3 r` Z a � u7 U � WO m Q J w 0 Q N wM v Q ^ M h • N rn 0 V m •Q C� 3 C U Q rn� ❑ LL � o Z J Q_ cn 'c� W v / DATE 2 -7 -14 DRAWING N( 11sTp 81756ASE HEET ]2 OF1 � W � � O W U � U Loc W W K 2 (:I C) V 3 r` Z a � u7 U � WO m Q J w 0 Q N wM v Q ^ M h • N rn 0 V m •Q C� 3 C U Q rn� ❑ LL � o Z J Q_ cn 'c� W v / DATE 2 -7 -14 DRAWING N( 11sTp 81756ASE HEET ]2 OF1 R /I/ER RUN APARTMENTS APPROVED FOR CONSTRUCTION JOB NUMBER BY: DATE: 8 „5 5 Director of Public Works NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. uj ° : APPROVAL z EXPIRES: 2 Izz Al rx j j o v CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2” STEP SERVICE BOX AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL AUTOMATIC AIR RELEASE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET SDI. A n w SAN RUN A FLOW ARROW TYP. STAV-f00 TO STA412342 ° PLAN VIEW HORIZONTAL SCALE: 1"--10' 348 SAN RUN nA' HORIZONTAL PROFILE VIEW VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. SCALE: 1 " =10' 0 5 10 20 ARROW TYP. 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 PROPERTY LINE DATE R/W LINE —f7fW— - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT PROPOSED SANITARY ' <' R MANHOLE —SS— PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE m 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 346 F] EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT r "I EXISTING WATER MAIN 344 - _ - -- - -- i ___-- -___ -- I -__ -- +++ INSTALL: EXISTING GRADE ® PROPOSED GRADE_ ® o 11- A 'AIR f OF FORCE MAIN OF FORCE MAIN Q Q Q I �. RELEASE AI RELEASE ' . 342 340 i i 22AF -2' PVC ($CHID) STEP SEVER SERVCE UNE 338 16 i 336 + - -- I i Nc 334 r N O N Or r p M n m O rn p M M N N p n W N W ep co O) _ ID O rp m to N N N m O p N p O p p O N N O N O N O cV N N N N 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 SAN RUN nA' HORIZONTAL PROFILE VIEW VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. SCALE: 1 " =10' 0 5 10 20 ARROW TYP. 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 REVISION BLOCK PROPERTY LINE DATE R/W LINE —f7fW— - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT PROPOSED SANITARY ' <' R MANHOLE —SS— PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE U ti PROPOSED SIDEWALK PROPOSED SHOULDER - 456 - -- PROPOSED CONTOUR - EXISTING CONTOUR EXISTING EDGE OF PAVEMENT -- OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE F] EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT r "I EXISTING WATER MAIN REVISION BLOCK NO. DATE _ DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK —UP GJM Q� 3 C Q J W U ti Z i V4 Oi F I1, SSlONAL 471 z a o� U � Qrn W Rl Q J w zC � ��m I-UQ � a 2 Z N � b C� N o a N Q� 3 C Q J W U ti Z V ! Uj Q J w lO-L._ W rZ � _V J Q DATE 2 -7 -14 IRA WING NO. 8115BASE 4EFT 1,I Of 21 ('dtil) 3ovai ,OZX,O l a3sodoad CONSTRUCTION NOTES OCONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET S02. ® CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS SDI & SD2. O SEE SHEET "STP" FOR S.TE.P. TANK DESIGN, 1 +1 I T i I I I I jI I I I A /I/ER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. PROPOSED APARTMENT BUILDING "B" APPROX. F.F.= 344.00 TW= .92_- 12 d MAX. SLOPE- �y.� ,. PROPOSED 5' CG 3,45.25 � I I I I I I I I I I I I I I I I I I I I I I 43.10 34319 227LF 2' PVC ( 40) STEP SE VIER — - -- --\ - - - -- - - -- m aQ WU a � F �az � ^ a m I vov I lF 00 r• PROPOSED 3 INSr�LL APARTMENT 1- SERVCE BOX PARK AREA LE -34279 BUILDING "A" i i APPROX. F.F. = 346.50 TW= 344.45 -396 , TW= 346.00 TW= 346.00 TW 346.50 TW =347.0 SIDEWALK �� 344.40 245. 7 345.95 ` 45.95 345.95 TW= 346.90. I I I A CTd D +F9 60 = �+ LINE io � INTERSECTION A � as M PARKING � IGNME<` i I I A�l\;\ SAN RUN 'A' PLAN VIEW HORIZONTAL SCALE: 1 =f0 1 +1U 1 +2U 1 +15U 1 +40 1 +50 1 +60 1 +70 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1 +80 1 +90 2 +00 2 +10 2 +20 2 +30 2 +40 ALIGNMENT'S" PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' JMENT "B" & b� A" I I - -- -- 346.72 I I �xs I 9 L I ms's 90 „8„ LN3NN011V - 0000 +0 VLS APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP III INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND • .Q. PROPERTY LINE R/W LINE —RfW— — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE U I¢ PROPOSED SIDEWALK PROPOSED SHOULDER -- -456 - -- PROPOSED CONTOUR - "bC EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE 0D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE -- EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ( EXISTING POWER POLE H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT 4 .. EXISTING WATER MAIN REVISION BLOCK NO. I DATE DESCRIP:70N BY 1 1 1 -22 -14 1 PER CITY MARK -UP GJM 8115 0 U Z E ti Lo o � � w o a U 3 Y U C) p U z a oN U� W In W � z p Q >�2 c� c0 v n 0 N • m rn Q CT 3 CJ C v ZE c) U I¢ � V/�J Li- g� c/) ca wLL I'� O IZ' ct W CL V J Q Q J CL ••T S MIDD 11,1 - I DATE Iglq 2 -7 -14 DRAWING N( oi 1� SsroxniL'��•� �� 8115BASE SHEET 14 OF GENERAL SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF ME STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO ME START OF CONSTRUCTION. J. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY ME COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4, A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO ME START OF CONSTRUCTION. 5. ME 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 ME TAP. 6, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. ME CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 STIR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. It ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE. METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDIDON,STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 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 WIM CONTINUOUS TRACER TAPE INSTALLED 121AROW ME BURIED POWER. ME MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED POWER' TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF ME SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE MM THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). IL TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY ME 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 ME CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATOR OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH ME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED) AS REQUIRED, 14. IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES, 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY ME CITY OF YELM. 16, ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE W9TH ME 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 BACKFlLL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY ME CITY OF YELM. APPROVAL SHALL NOT RELIEVE ME CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTORS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ME CITY OF YELM FOR ME REWIRED INSPECTIONS 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY ME CITY OF YELM. 19. IN ME EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO ME PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL ,y 5031 -0 RAMPTE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE BEDDING AND LOCATION B) TANK INFILTRATION, EXPLIRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21, ALL LUMBER (PLYWOOD. ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. INSPECTION GUIDE FOR S° T.E.P. SEWER INSTALATION rmvrOULU INLIALLAHON Mwl OL SUBMITTED TO THE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT. THE CITY OS YELM SEWER DEPARTMENT WILL PERFORM THE kOLLOWING REQUIRED INSPECTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR REQ.) 2) LEAK TEST TANK (2 HOURS. NO LOSS) 3) PRESSURE TEST SERVICE LINE. (70 P.S.I. WATER F()R T MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING MORE REG.) 5) A FINAL INSPECTION IS REQUIRED AFTER ALL WORT( (INCLUDING ELECTRICAL) HAS BEEN COMPLETED, A RECORD DFEAWgNG IS REQUIRED BEFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 TRIPS TO THE SITE IF POSSIBLE. 24 HOURS NOTICE IS REWIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. EGA? INSPECTION CALL: 458 -8411 IF NO ANSWER LEAVE A DETAILED MESSAGE. FIBERGLASS LID WITH STAINIFSS STEIFL BOLTS AND NEOPRENE GASKET MIN (TYP. I1, l ALL LE S FINISH GRADE I 2 MIN TYP SLOP TO w 14 GAUGE COPPER TONING WIRE, 2' -0" TAIL INTO RISER PVC RISER, ORENCO SYSTEMS. INC., OR EQUAL — ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON - TRAFFIC, BEARING TANKS) NOTE: RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND IMIPLEX PUMP VAULT INSTALLATIONS. T TYPICAL RISER UvcU DWG. NO. °UBUC WORKS DIRECTOR DATE DES. I UAN. I LAM. DATE JY JEG TP 1 4/2007 A / VEH RUN A FA R TMEN TS NE 114, SE 114, SEC .944, TWN.17 N., RNG. 1 E., W.M. 2' CAAP IR TIGHT TY!'ICAL 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 WRAP ONCE AROUND CLEANOUT STANDPIPE 'NEW 4' PVC SEWER PVC C.O. TUNE (TYP) (3034) FF� OF STEP TANK DW BLE _ 2% SLOPE TO TANK -I SWEEPING TEE TANK T B AFFLE FERNCD COUPLING OR APPROVED EQUAL NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. FERNCO COUPLING OR APPROVED EQUAL TYPICAL CONNECTION APPRO DWG. NO. �\ _ PUBLIC WORKS DIR ECTOR GATE 7 7 DES, 1 '"" I CKD, I DATE JY JEG TP 4/2007 RESTORATION SURFACE Y AIR RELEASE VALVE OR SURFACE 2" COMBINATION AIR RELEASE SEE RESTORATION VALVE & VACUUM VALVE 21 "0 RIBBED PVC RISER FINISH W/ BOLT ON FIBERGLASS TYP, LID BY ORENCO OR EQUAL 2" RIGID FINISH GRADE SHALL SELECT BACKFlLL INSULATOR BE WTHIN 1 "k 1/4° CARBON FILTER OF TOP OF LIP. EXISTING GROUND 3 / P I -MAX. � P I AC. PAVEMENT }' HIN. GRdpE B A.0. s 14 GAUGE TONING WIRE � � HNSN ROADWAY i0 CONFORM i0 ALL EXISTN 1/2" PVC TRUE UNION BALL VALVE,'r1 I LI / I 1" PVC TRUE UNION BALL VALVE ° 1 e I SLOPE O GO SLOPE AS STEEP $LpPES 91ALL IUTpI C SCHEDULE 40 PVC STRAINER I" PVC ELL. SLxC JY JEG TP 4/2007 TROMAPOLYPROPYLENE 1" SCHEDULE 80 PVC IPT NIPPLE SELF TAPPING PVC SADDLE SELECT BACKFILL C MODEL 304 OR EQUAL MINIMUM OF B" ESSURE SEWER MAIN OF PEA GRAVEL E BACKFILL FOR FLEXIBLE PIPE DRAIN NOTE: PIPE O.D. PLACE IN A NON- TRAFFIC AREA, NATIVE BACKFILL UNION JOINTS SHALL BE SOLVENT CITY OF YELM WELDED. CITY TO FIELD LOCATE DEPT. OF PUBLIC WORKS yd1N F%I$ ➢NC GRADE TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE OD APP_ RDVED� DWG. NO.. `PUBLIC N/A 7-12 2" PBO4E E %IS1WC WORKS DIRECTOR DATE DEB, D GRABE Y SMOOTH JY JEG TP 4/2007 INSPECTION GUIDE FOR S° T.E.P. SEWER INSTALATION rmvrOULU INLIALLAHON Mwl OL SUBMITTED TO THE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT. THE CITY OS YELM SEWER DEPARTMENT WILL PERFORM THE kOLLOWING REQUIRED INSPECTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR REQ.) 2) LEAK TEST TANK (2 HOURS. NO LOSS) 3) PRESSURE TEST SERVICE LINE. (70 P.S.I. WATER F()R T MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING MORE REG.) 5) A FINAL INSPECTION IS REQUIRED AFTER ALL WORT( (INCLUDING ELECTRICAL) HAS BEEN COMPLETED, A RECORD DFEAWgNG IS REQUIRED BEFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 TRIPS TO THE SITE IF POSSIBLE. 24 HOURS NOTICE IS REWIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. EGA? INSPECTION CALL: 458 -8411 IF NO ANSWER LEAVE A DETAILED MESSAGE. FIBERGLASS LID WITH STAINIFSS STEIFL BOLTS AND NEOPRENE GASKET MIN (TYP. I1, l ALL LE S FINISH GRADE I 2 MIN TYP SLOP TO w 14 GAUGE COPPER TONING WIRE, 2' -0" TAIL INTO RISER PVC RISER, ORENCO SYSTEMS. INC., OR EQUAL — ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON - TRAFFIC, BEARING TANKS) NOTE: RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND IMIPLEX PUMP VAULT INSTALLATIONS. T TYPICAL RISER UvcU DWG. NO. °UBUC WORKS DIRECTOR DATE DES. I UAN. I LAM. DATE JY JEG TP 1 4/2007 A / VEH RUN A FA R TMEN TS NE 114, SE 114, SEC .944, TWN.17 N., RNG. 1 E., W.M. 2' CAAP IR TIGHT TY!'ICAL 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 WRAP ONCE AROUND CLEANOUT STANDPIPE 'NEW 4' PVC SEWER PVC C.O. TUNE (TYP) (3034) FF� OF STEP TANK DW BLE _ 2% SLOPE TO TANK -I SWEEPING TEE TANK T B AFFLE FERNCD COUPLING OR APPROVED EQUAL NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. FERNCO COUPLING OR APPROVED EQUAL TYPICAL CONNECTION APPRO DWG. NO. �\ _ PUBLIC WORKS DIR ECTOR GATE 7 7 DES, 1 '"" I CKD, I DATE JY JEG TP 4/2007 RESTORATION SURFACE TABLE 1 SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE R" FINISH GRADE TYP, CflUSXED 4' LYTV9IEO yJRIAtf SELECT BACKFlLL FINISH CRdCF SHALL � r TW COURSE COMPACT TO 95% SHADOW k LPV95TANi � N1M EgSTNC AC. PAVEMENT }' HIN. GRdpE B A.0. BACKFILL SEE HNSN ROADWAY i0 CONFORM i0 ALL EXISTN RESTORATION TABLE / I OKR GRAVEL BASE s .0 COMPACT TO 95% MAINTAIN SIDE W GO SLOPE AS STEEP $LpPES 91ALL IUTpI � AS POSSIBLE y JY JEG TP 4/2007 SEWER LINE U SELECT BACKFILL MATCH EXISTING FINISH u , CONCRETE THICKNESS PIPE BEDDING FOR E FLEXIBLE PIPE _ FINISH (RAGE SHALL BE PIPE O.D. e� NATIVE BACKFILL SMOOTH k CW95igNi r COMPACT. TO 5=_ yd1N F%I$ ➢NC GRADE PIPE NA9VE BACKFILL OD VNINPROVED SUFACE N/A W 2" PBO4E E %IS1WC COMppCI TO BSS GRABE Y SMOOTH CSBC a CRUSHED SURFACE BASE COURSE CSTC . CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. 7 -3 PUBLIC WORKS DIRECTOR GATE CKD. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 SURFACE THICKNESS BACNRLL/ COMMENTS/ TYPE Z COMPACTION REOMNI9 OTTER REQUIREMENTS CflUSXED 4' LYTV9IEO yJRIAtf SELECT BACKFlLL FINISH CRdCF SHALL � SURFACE TW COURSE COMPACT TO 95% SHADOW k LPV95TANi � N1M EgSTNC AC. PAVEMENT }' HIN. GRdpE B A.0. SELECT BACNRLL HNSN ROADWAY i0 CONFORM i0 ALL EXISTN pANNG OVER d' CRUSHED OKR GRAVEL BASE SURFACE TCP COURSE COMPACT TO 95% GRAVES ANO WRB$ W GO L] $LpPES 91ALL IUTpI � TICS. OWN. CND. JY JEG TP 4/2007 CONCRETE SLIPPAGE MATCH F%IS11NG SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /S UEWALN) CONCRETE THICKNESS COMPACT TO BSE TEXTURE. AND GIMLE. HYDBOSEED/ PLANTINGS FINISH (RAGE SHALL BE /UNp$CPPE OVER 4' NIP, TIFF A NATIVE BACKFILL SMOOTH k CW95igNi TOP $OIL COMPACT. TO 5=_ yd1N F%I$ ➢NC GRADE NA9VE BACKFILL MOUND BACKFRL VNINPROVED SUFACE N/A 2" PBO4E E %IS1WC COMppCI TO BSS GRABE Y SMOOTH CONTRACTOR TO EPDXY TWO I" MANUOLE RING AND COVER. ' IRISER PVC PIPE PIECES 1" LONG TO FIBERGLASS ND FOR LIFTING CONCRETE COLLAR T- 2" 14 GA. COPPER TONING COMPACTED BACKFILL WIRE 2' -0" TAIL INTO RISER WIC FIBERGLASS LID , OR EQUAL. SYSTEMS. INC., OR EWAL. 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 CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID APP, OM�D�_— DWG. NO. PUBLIC WORKS DIRECTOR DATE -/-19 DES. WN. CKD. A JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: Director of Public Works APPROVAL EXPIRES: FINISHED GRAOE� z f 30 "0 RISER � ALARM HIGH LEVEL o LAG ON /OFF (4.5" DRAWDOWN ON TO OFT) 6' o � LEAD ON /OFT - a � (4.5" DRAWDOWN ON TO OFT) LOW LEVEL ALARM 6' REDUNDANT OFF a O 000 <V 6" MINMIN. BED CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APP,. ROVEp Dwc. NO READED PLUG--/ 'III I VIIi � 6° PVC PIPE ASIA D - CONCRETE BLOCK- 2 "0 -90' BEND SCH 40 PVC PIPE FROM VALVE W /SOLYCNT WELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN 44 ®T O.G EACH WAY TOP DRIP 1/2° HOLE OR SLOT FOR MINE GATE VALVE SHALL BE SAME SIZE AS MAIN (MJxMJ) TONING WIRE �- CONNECT TO MAINLINE USE EXPANSION REVISION BLOCK RICH N0. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ 'SEWER' (tYP.) EVE PIPE WITH TH FITTINGS AS REQUIRED VALVE NUT EXTENbONS REQUIRED TO BRING MUT TO WITHIN 24" OF THE SURFACE UEP I. Uh PUBLIC WORKS TYPICAL_ END OF LINE CLEANOUT APPRO F4/2(07 N0. PUBLIC WORKS DIRECTOR DA DES WN CK F JY JEG TP NO. DATE IDA DESCRIP770N�BY� 1 T -22 -14 PER CITY MARK -UP GJM II 8,75 II J Z Z U � O 2 W GO L] PUBLIC WORKS DIRECTOR GATE � TICS. OWN. CND. JY JEG TP 4/2007 READED PLUG--/ 'III I VIIi � 6° PVC PIPE ASIA D - CONCRETE BLOCK- 2 "0 -90' BEND SCH 40 PVC PIPE FROM VALVE W /SOLYCNT WELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN 44 ®T O.G EACH WAY TOP DRIP 1/2° HOLE OR SLOT FOR MINE GATE VALVE SHALL BE SAME SIZE AS MAIN (MJxMJ) TONING WIRE �- CONNECT TO MAINLINE USE EXPANSION REVISION BLOCK RICH N0. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ 'SEWER' (tYP.) EVE PIPE WITH TH FITTINGS AS REQUIRED VALVE NUT EXTENbONS REQUIRED TO BRING MUT TO WITHIN 24" OF THE SURFACE UEP I. Uh PUBLIC WORKS TYPICAL_ END OF LINE CLEANOUT APPRO F4/2(07 N0. PUBLIC WORKS DIRECTOR DA DES WN CK F JY JEG TP NO. DATE IDA DESCRIP770N�BY� 1 T -22 -14 PER CITY MARK -UP GJM II 8,75 II O h O 'sue Z CL � to UBE) Q m J DO Q W � Z � � O DO N O to U CO �j c a V Q r c �,J P Q CT 3 `V a C Z Ljj CL U) Z O L-Li l Q LLJ DATE ` 2 -7 -,4 DRAWING N( SD1 811 5BASE HEET.LS OF? J Z Z U � O 2 O W GO L] � W U 3 U � O O h O 'sue Z CL � to UBE) Q m J DO Q W � Z � � O DO N O to U CO �j c a V Q r c �,J P Q CT 3 `V a C Z Ljj CL U) Z O L-Li l Q LLJ DATE ` 2 -7 -,4 DRAWING N( SD1 811 5BASE HEET.LS OF? NATIVE OR SELECT 15C0 CAL J BACKFlLL AS ALL STEP TANKS SHALL BE DIRECTED BY INLET I.E. ENGINEER. THIS POLICY SHALL TAKE EFFECT fi E FINISHED GRADE /-WATER TIGHT LID - -� 21'6 MIN.PVC RISER D -3 2 5 WITH WATER TIGHT PUMP VAULT RISER !� Sm V -1 4 400 GAL _ 1 14 GAUGE TONING 14 GAUGE TONING 1 WRE TO SERVCE WIRE TO SS co n +_ 1 BOX 339.68 _( BEDDING MATERIAL FOR -2 PART USE DRCNO RIGID PIPE SHALL BE SAND NOTE: INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDALON WHICHEVER IS MORE STRINGENT. a'6I pRFICE CITY OF YELM PUMP ASSEMBLY, SEE DEPT. OF PUBLIC WORKS I � � I DWG. N0. 7-e CONCRETE TANK Ii��l BEDDING APPRO_ YEO � DWG. NO. - BAFFLE c 7-17 (NOTE 1) PUBLIC WORKS DIRECTOR PATE DAIS L - - - -' JV I JEG I TP 4/2007 TABLE FOR FE WRE SIZE y12 AWG COPPER d10 AWG COPPER d8 AWG COPPER FEE WIRE RUN MAXIMUM DISTANCE 150 RI VEH HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNCx 1 E., W.M. FEET 250 FEET 350 FEET (SEE SPECIFICATIONS FOR AbDITONAL INFORMATION). iD SLENLE ALARL PUSH 1I6Ni. FOR SEflNCE CAI JsD- 4se -e.0 � .11 BY TELM CENTERED ON PANEL �1 FROM POWER SOURCE NUTS: PANEL SIZE MAY VARY DEPENDING ON MANUFACTURER DECAL -SEE SPECIFICATI ALARM 6 REDUNDANT OFF 000 FORM CONDUITS TO POST OR CHANNEL. SEE TYPICAL PUMP CONTROL O PANEL DETAIL ORAVANG N6� F-1 17 Pump PANEL PVC CONDUIT 3/16" - 4 "xe" PRESSURE TREATED POST h ATTACH CONDUIT TO POST WITH STAINLESS STEEL TWO FIOLE STRAPS CONCRETE - E %ISTING GROUND e TO NEW TO STEP TAWK ELECTRICAL PANEL a �- • 1Z" DIA. rITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION APVROViO_ DWG. Na PUBLIC WORKS DIRECTOR DATE 7 -4 Des. - [ ONS DOLO 18PT. LETTERING `PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _- -ALARM LIGHT AND SILENCE BUTTON 1 "C, 8 -d12 TO STEP TANK - SIMPLE% 1'2 °C, 13 -d12 TO STEP TANK - DUPLE% 1'2 "C, I7-d12 TO STEP TANK - TRIPLEX ULP 1. OF PUBLIC WORKS TYPICAL PUMP APPRCONTROL PANEL ND PIIRI IC WORKC DIRFfTDR IIITC JY I JEG FINISHED 30 °0 HIS APPROVED FOR CONSTRUCTION BY: DATE: _ Director ofPublic Works APPROVAL EXPIRES: SPLICE TO EXISTING 14 GAUGE TONING TANK #1 RIM =345.0 TANK #1 RIM =345.0 TANK X2 RIM =344.5 TANK 112 RIM =344.5 TANK J(3 RIM= 345.15 TANK ,113 RIM-345.50 ;III I I I 155 I i I I I i (6I I( I I ORENCO DUPLEX -I PUMP PACKAGE TOP OF TANK LEV.- 42.50 TOP OFT K ELEV,= 342.50 LEOUt= 341.75(2 ") (MODEL O APPROVED PP OVE OF YELM DETAIL 7" -]� 7 -14 ON THIS SHEET. `I' F2 I.E.in= 339.91 � O I.j � 6" INLET FORM 0 .. w N d HIGH WATER ALARM EL TABLE BUILDING 0 2.0% LAG PUMP "ON" EL =SEE TABLE (MIN.) LAG PUMP "OFF" EL =SEE TABLE TANK J(1 IEin= 340.58 TANK /(1 LE.out =34035 LEAD PUMP "ON" F = TART F TANK J/21Ein= 340.58 TANK J/2 LE.out= 34035 7.33' LEAD PUMP "OFF" EL =SEE TABLE (LSQvSD LEVEL) 7.33 LOW LEVEL ALARM EL=SEE TABLE 29" INSIDE BOTTOM ELEV= 335.50 INSIDE BOTTOM ELEV= 335.50 I 2.58' 2.58' TANK BOTTOM ELEV.= 335.17 6 "PVC(SDR35)02.0% EVERGREEN PRECAST 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) S. T. E. P. TANK TABLE 15C0 CAL J J000 GAL 4 ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. INLET I.E. OUTLET I.E. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. 4 ' S FINISHED GRADE /-WATER TIGHT LID - -� 21'6 MIN.PVC RISER D -3 2 5 WITH WATER TIGHT PUMP VAULT RISER LID V -1 4 400 GAL _ 1 14 GAUGE TONING 14 GAUGE TONING 1 WRE TO SERVCE WIRE TO SS co n +_ 1 BOX 339.68 _( V -1 -2 PART USE DRCNO TANK i0 RISER RI ADAPTER FOR I I CONCRETE TANKS a'6I pRFICE PUMP ASSEMBLY, SEE I p I � � I DWG. N0. 7-e Ii��l y_g - BAFFLE (NOTE 1) L - - - -' 2/3 VOLUME 13 VOLUME 6° MIN BEDDING ARIES I 6F 7 72 ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. ETE BAFFLE FOR A SOW GALLON TANK UTILRED AS A TRIPLEX PUMP VAULT. CITY OF YELM 2. THE OWNER WILL RENEW TOLERANCES IN EXCESS BE DEPT OF PUBLIC WORKS DIMENSIONS SHOWN. -- _- 1500, 3000• 4500 GAt 3. THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS -I -ON AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TAN K /PUMP TANK FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE APPROVED DWG. N0. THREE RISERS AND 1105, PUBLIC WORKS DIRECTOR DATE DES- DWN. CKO, DATE JY JEG TP 4/2007 TABLE FOR FE WRE SIZE y12 AWG COPPER d10 AWG COPPER d8 AWG COPPER FEE WIRE RUN MAXIMUM DISTANCE 150 RI VEH HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNCx 1 E., W.M. FEET 250 FEET 350 FEET (SEE SPECIFICATIONS FOR AbDITONAL INFORMATION). iD SLENLE ALARL PUSH 1I6Ni. FOR SEflNCE CAI JsD- 4se -e.0 � .11 BY TELM CENTERED ON PANEL �1 FROM POWER SOURCE NUTS: PANEL SIZE MAY VARY DEPENDING ON MANUFACTURER DECAL -SEE SPECIFICATI ALARM 6 REDUNDANT OFF 000 FORM CONDUITS TO POST OR CHANNEL. SEE TYPICAL PUMP CONTROL O PANEL DETAIL ORAVANG N6� F-1 17 Pump PANEL PVC CONDUIT 3/16" - 4 "xe" PRESSURE TREATED POST h ATTACH CONDUIT TO POST WITH STAINLESS STEEL TWO FIOLE STRAPS CONCRETE - E %ISTING GROUND e TO NEW TO STEP TAWK ELECTRICAL PANEL a �- • 1Z" DIA. rITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION APVROViO_ DWG. Na PUBLIC WORKS DIRECTOR DATE 7 -4 Des. - [ ONS DOLO 18PT. LETTERING `PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _- -ALARM LIGHT AND SILENCE BUTTON 1 "C, 8 -d12 TO STEP TANK - SIMPLE% 1'2 °C, 13 -d12 TO STEP TANK - DUPLE% 1'2 "C, I7-d12 TO STEP TANK - TRIPLEX ULP 1. OF PUBLIC WORKS TYPICAL PUMP APPRCONTROL PANEL ND PIIRI IC WORKC DIRFfTDR IIITC JY I JEG FINISHED 30 °0 HIS APPROVED FOR CONSTRUCTION BY: DATE: _ Director ofPublic Works APPROVAL EXPIRES: SPLICE TO EXISTING 14 GAUGE TONING TANK #1 RIM =345.0 TANK #1 RIM =345.0 TANK X2 RIM =344.5 TANK 112 RIM =344.5 TANK J(3 RIM= 345.15 TANK ,113 RIM-345.50 ;III I I I 155 I i I I I i (6I I( I I ORENCO DUPLEX -I PUMP PACKAGE TOP OF TANK LEV.- 42.50 TOP OFT K ELEV,= 342.50 LEOUt= 341.75(2 ") (MODEL O APPROVED PP OVE OF YELM DETAIL 7" -]� 7 -14 ON THIS SHEET. `I' F2 I.E.in= 339.91 � O I.j � 6" INLET FORM 0 .. w N d HIGH WATER ALARM EL TABLE BUILDING 0 2.0% LAG PUMP "ON" EL =SEE TABLE (MIN.) LAG PUMP "OFF" EL =SEE TABLE TANK J(1 IEin= 340.58 TANK /(1 LE.out =34035 LEAD PUMP "ON" F = TART F TANK J/21Ein= 340.58 TANK J/2 LE.out= 34035 7.33' LEAD PUMP "OFF" EL =SEE TABLE (LSQvSD LEVEL) 7.33 LOW LEVEL ALARM EL=SEE TABLE 29" INSIDE BOTTOM ELEV= 335.50 INSIDE BOTTOM ELEV= 335.50 I 2.58' 2.58' TANK BOTTOM ELEV.= 335.17 6 "PVC(SDR35)02.0% EVERGREEN PRECAST 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) S. T. E. P. TANK TABLE 15C0 CAL J J000 GAL 4 4500 GAL OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK 1 4 ' S S5° 5 5v D -3 2 5 50'_. 6 62 6 62 V -1 4 400 GAL _ 6W GAL 340.58 6" V -2 l ltlxt GAL 2 _ 6 339.68 WIRE RUN MAXIMUM DISTANCE 150 RI VEH HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNCx 1 E., W.M. FEET 250 FEET 350 FEET (SEE SPECIFICATIONS FOR AbDITONAL INFORMATION). iD SLENLE ALARL PUSH 1I6Ni. FOR SEflNCE CAI JsD- 4se -e.0 � .11 BY TELM CENTERED ON PANEL �1 FROM POWER SOURCE NUTS: PANEL SIZE MAY VARY DEPENDING ON MANUFACTURER DECAL -SEE SPECIFICATI ALARM 6 REDUNDANT OFF 000 FORM CONDUITS TO POST OR CHANNEL. SEE TYPICAL PUMP CONTROL O PANEL DETAIL ORAVANG N6� F-1 17 Pump PANEL PVC CONDUIT 3/16" - 4 "xe" PRESSURE TREATED POST h ATTACH CONDUIT TO POST WITH STAINLESS STEEL TWO FIOLE STRAPS CONCRETE - E %ISTING GROUND e TO NEW TO STEP TAWK ELECTRICAL PANEL a �- • 1Z" DIA. rITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION APVROViO_ DWG. Na PUBLIC WORKS DIRECTOR DATE 7 -4 Des. - [ ONS DOLO 18PT. LETTERING `PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _- -ALARM LIGHT AND SILENCE BUTTON 1 "C, 8 -d12 TO STEP TANK - SIMPLE% 1'2 °C, 13 -d12 TO STEP TANK - DUPLE% 1'2 "C, I7-d12 TO STEP TANK - TRIPLEX ULP 1. OF PUBLIC WORKS TYPICAL PUMP APPRCONTROL PANEL ND PIIRI IC WORKC DIRFfTDR IIITC JY I JEG FINISHED 30 °0 HIS APPROVED FOR CONSTRUCTION BY: DATE: _ Director ofPublic Works APPROVAL EXPIRES: SPLICE TO EXISTING 14 GAUGE TONING TANK #1 RIM =345.0 TANK #1 RIM =345.0 TANK X2 RIM =344.5 TANK 112 RIM =344.5 TANK J(3 RIM= 345.15 TANK ,113 RIM-345.50 ;III I I I 155 I i I I I i (6I I( I I ORENCO DUPLEX -I PUMP PACKAGE TOP OF TANK LEV.- 42.50 TOP OFT K ELEV,= 342.50 LEOUt= 341.75(2 ") (MODEL O APPROVED PP OVE OF YELM DETAIL 7" -]� 7 -14 ON THIS SHEET. `I' F2 I.E.in= 339.91 � O I.j � 6" INLET FORM 0 .. w N d HIGH WATER ALARM EL TABLE BUILDING 0 2.0% LAG PUMP "ON" EL =SEE TABLE (MIN.) LAG PUMP "OFF" EL =SEE TABLE TANK J(1 IEin= 340.58 TANK /(1 LE.out =34035 LEAD PUMP "ON" F = TART F TANK J/21Ein= 340.58 TANK J/2 LE.out= 34035 7.33' LEAD PUMP "OFF" EL =SEE TABLE (LSQvSD LEVEL) 7.33 LOW LEVEL ALARM EL=SEE TABLE 29" INSIDE BOTTOM ELEV= 335.50 INSIDE BOTTOM ELEV= 335.50 I 2.58' 2.58' TANK BOTTOM ELEV.= 335.17 6 "PVC(SDR35)02.0% EVERGREEN PRECAST 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) S. T. E. P. TANK TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK 1 3000 345.0 345.0 340.58 6" 340.35 6" JY I JEG FINISHED 30 °0 HIS APPROVED FOR CONSTRUCTION BY: DATE: _ Director ofPublic Works APPROVAL EXPIRES: SPLICE TO EXISTING 14 GAUGE TONING TANK #1 RIM =345.0 TANK #1 RIM =345.0 TANK X2 RIM =344.5 TANK 112 RIM =344.5 TANK J(3 RIM= 345.15 TANK ,113 RIM-345.50 ;III I I I 155 I i I I I i (6I I( I I ORENCO DUPLEX -I PUMP PACKAGE TOP OF TANK LEV.- 42.50 TOP OFT K ELEV,= 342.50 LEOUt= 341.75(2 ") (MODEL O APPROVED PP OVE OF YELM DETAIL 7" -]� 7 -14 ON THIS SHEET. `I' F2 I.E.in= 339.91 � O I.j � 6" INLET FORM 0 .. w N d HIGH WATER ALARM EL TABLE BUILDING 0 2.0% LAG PUMP "ON" EL =SEE TABLE (MIN.) LAG PUMP "OFF" EL =SEE TABLE TANK J(1 IEin= 340.58 TANK /(1 LE.out =34035 LEAD PUMP "ON" F = TART F TANK J/21Ein= 340.58 TANK J/2 LE.out= 34035 7.33' LEAD PUMP "OFF" EL =SEE TABLE (LSQvSD LEVEL) 7.33 LOW LEVEL ALARM EL=SEE TABLE 29" INSIDE BOTTOM ELEV= 335.50 INSIDE BOTTOM ELEV= 335.50 I 2.58' 2.58' TANK BOTTOM ELEV.= 335.17 6 "PVC(SDR35)02.0% EVERGREEN PRECAST 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) S. T. E. P. TANK TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM A TANK 1 3000 345.0 345.0 340.58 6" 340.35 6" 335.17 B TANK 2 3000 344.5 344.5 340.58 6" 340.35 5" 335.17 JOINT S. T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET LE. OUTLET LE. TANK BOTTOM I A & B 3000 345.15 345.50 339.91/5 ") 341.].5/2 ") 33$.1] ALARM HIGH LEVEL LAG ON /OFF (4,5' DRAWDOWN ON TO OFF) 6 LEAD ON /OFF 6 (4,5' ORAWDOWN ON TO OFT) LOW LEVEL TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEAD PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON" ELEV. "OFF" ELEV. "ON" ELEV. ALARM ELEV. (LIQUID LEVEL) 338.30 338.80 339.18 339.30 339.68 TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEAD PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF" ELEV. "ON" ELEV. "OFF" ELEV. "ON" ELEV. ALARM ELEV. (LIQUID LEVEL) 338.30 338.80 339.18 339.30 339.68 339.80 P.O. DD EVERGREEN f-RE-CAST, INC. 8mL 58 $Bromae, WA 4939(! (233)863bS7Fk FAX: (2 531 8 63 -2 902 6° MIN. BEDDING Ate-' TANK !f CITY OF YELM i DEIPT. OF PUBLIC WORKS I ' II - •v -y FLOAT SETTING VAULT DIMENSIONS FOR A z 1 Dl)PLEX PUMP VAULT p / II I APP- OWG, NO I ~V y PUBLIC Y 7-14 II i NIXtKS DIRECTOR ppTE DES. WIN CKp. JY JEG TP 4/2007 J7259' T 9 i a i Ll= 7 I �'.Al. Pat S. T. E P. /PUMP TANK DETAIL NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. JwN. cKD. JY ,JEG TP 4/2D07 FINISH WRE GRADE W i0 STEP TANK CONNECT TO I EXISTING PVC J SERVICE LINE Y NBI BALL VALVE, SL x 2' CHECK SERVICE BOX - CARSON INDUSTRIES MODEL N0, 14180 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'NEWER' (USE IN NON-TRAFFIC AREAS) Ia CA. OF HEAVY INSULATED COPPER TONING WRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING O.B.Y KITS MANUFACTURED DY 3M 2' SCHEDULE' 40 PVC SWP PVC SWNC CHECK VALVE SL x SL Y KBI BALL VALVE, SL x SLJ 2' PVC NIPPLE. SL x SL- 2' x MAIN CIA. PVC REDUCING TEE SL SLx TH OR PIPE SADDLE - - rYrssc,II 2" s�v-v =cam. cOWE6-r -mao INSTALLATION NOTE j_ ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER I OF CARSON BOX IN PLANTER STRIP ON BOTH ' SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALI. AND CHECK VALVES i0 BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. REVISION BLOCK NO. DA 7E DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM NUMBER 81,5 U Z 2 o � Q Ed 0 0 W � 3 Y 3 u 2 U W � m W � O O N U cc M v a M h N aCCe� LO Q C U V Lu LL Cn (n O W v J CIO J 1114 DATE 2 -7 -14 DRAWING N( SD2 8115BA5E HEET]b OF2 FINISH WRE GRADE W i0 STEP TANK CONNECT TO I EXISTING PVC J SERVICE LINE Y NBI BALL VALVE, SL x 2' CHECK SERVICE BOX - CARSON INDUSTRIES MODEL N0, 14180 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'NEWER' (USE IN NON-TRAFFIC AREAS) Ia CA. OF HEAVY INSULATED COPPER TONING WRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING O.B.Y KITS MANUFACTURED DY 3M 2' SCHEDULE' 40 PVC SWP PVC SWNC CHECK VALVE SL x SL Y KBI BALL VALVE, SL x SLJ 2' PVC NIPPLE. SL x SL- 2' x MAIN CIA. PVC REDUCING TEE SL SLx TH OR PIPE SADDLE - - rYrssc,II 2" s�v-v =cam. cOWE6-r -mao INSTALLATION NOTE j_ ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER I OF CARSON BOX IN PLANTER STRIP ON BOTH ' SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALI. AND CHECK VALVES i0 BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. REVISION BLOCK NO. DA 7E DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM NUMBER 81,5 U Z 2 o � Q Ed 0 0 W � 3 Y 3 u 2 U W � m W � O O N U cc M v a M h N aCCe� LO Q C U V Lu LL Cn (n O W v J CIO J 1114 DATE 2 -7 -14 DRAWING N( SD2 8115BA5E HEET]b OF2 NUMBER 81,5 U Z 2 o � Q Ed 0 0 W � 3 Y 3 u 2 U W � m W � O O N U cc M v a M h N aCCe� LO Q C U V Lu LL Cn (n O W v J CIO J 1114 DATE 2 -7 -14 DRAWING N( SD2 8115BA5E HEET]b OF2 PIPE TABLE PIPE LENTH DISCRETION 1 2 LLF 4" DI CL50 W/ THRUST BLOCK. 6LF 4" DI CL50 3 t 52LF 4'" DI CL50 4 41LF 4" DI CL50 ® 65LF 4" DI CL50 6 5LF 4" DI CL50 - _ -- 51LF 4" DI CL50 8 35LF 4" 01 CL50 9 67LF 4" DI CL50 EXISTING SANITARY SEWER MAIN 6LF 4" DI CL50 1 b 18LF 4" DI CL50 EXISTING WATER GATE VALVE 10LF 4" DI CL50 .. N FILE 4'" DI CL50 PIPE NAME 122LF 4" DI CL50 5LF 4" DI CL50 6LF 4" DI CL50 128LF 4" DI CL50 6LF 4" DI CL50 CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WD1. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WELL & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDi. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDi. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WDi. © CONTRACTOR TO INSTALL TYPICAL 63LF- i I" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDE BUILDING FIRE LINE NOTES: A CONTRACTOR TO INSTALL(i) 8 "X8 "X4" TEE W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL(I) 4" 90' BEND W/ THRUST BLOCK. ® CONTRACTOR TO INSTALL POST INDICATOR VALVE (PVT) PER CITY OF YELM ♦ STANDARDS. PROPOSED SIDEWALK ® CONTRACTOR TO INSTALL FIRE DEPARTMENT CONNECT (FDC) PER CITY OF - .. YELM STANDARDS. - _ -- RIVER RUN APARTMENTS NE 114, SE 1/4, SEC 24, TWN.17 IN, RNG. 1 E., W.M. WATER PLAN UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR SHAH. 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 LOCA17ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ♦ 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR ANDIOR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL Rk QUIRED MATERIAL TESTING, COMPACTION TESTING AND APPLICABLE INSPECTIONS TR C REQUIRED LL CITY C OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY PROFESSIONAL ENGINEER WITH DOCUMENTATION SIGNED SHOWING A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT TH." ROAD SECTION BUILT ACCORDING THE RECOMMENDATIONS NIIF IF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED, APPROVED FOR CONSTRUCTION BY: DATE: Director oP Public Works APPROVAL SCALE: 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND ,iq- PROPERTY LINE -Rt,Ay R/W LINE - - - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT ♦ PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE ♦ PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - .. EXISTING CONTOUR - _ -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN � EXISTING SANITARY SEWER MANHOLE .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .. EXISTING POWER POLE p:I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. N EXISTING WATER MAIN ® PIPE NAME REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK —UP GJM BO A 4 I 1 P &PRECIS wR'1�*c`"�� S`SlONAN° ••• NUMBER 8115 O N II e � z U o� z d o, x n U � e o� m �3 w �Om cr IE C r V n a Q it �P V P Q � 3 ¢ C � C U CO Q Z b ME J Ld Lu 2 -7 -14 WAT I 8115BASE 1Z OF 21 � W � W � 2 D � U z d o, x n U � e o� m �3 w �Om cr IE C r V n a Q it �P V P Q � 3 ¢ C � C U CO Q Z b ME J Ld Lu 2 -7 -14 WAT I 8115BASE 1Z OF 21 RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M. Z CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- B" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS W01. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTIC:,. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- I }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD1. SO CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WD7 © CONTRACTOR TO INSTALL TYPICAL 63LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. NOTE CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT 'A " PLAN HORIZONTAL D n:7E APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =20' 0 10 20 40 OSED TMENT ING "A" 34 VERTICAL DATUM 346.50 THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND o 4i w !?fh PROPERTY LINE > � b R/W LINE EASEMENT LINE W w W m T W ADDITIONAL 10' UTILITIES EASEMENT PROPOSED RADE 0 p m PROPOSED IRRIGATION METER II p w II CL OF DRI PROPOSED FIRE HYDRANT v w U W EXIS NG GRADE ® rn + ( -.. - DRFVE PROPOSED WATER METER -- z W —W PROPOSED WATER MAIN i h vii c>'aJ PROPOSED SIDEWALK PROPOSED SHOULDER 455--- PROPOSED CONTOUR - - -.. EXISTING CONTOUR -- - -- EXISTING EDGE OF PAVEMENT -1 � 0 EXISTING STORM MANHOLE _.. 11 _8"PWCL -'30 a ' . -_ _ _ _ - - - -_ D D EXISTING STORM MAIN lmr •"� PVC(LL- W) WATER EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ' r EV ` 4oLFwr P a -fao WA ww i _ _ - - - -- - -I - - -- — ❑ EXISTING CATCH BASIN _ ? EXISTING POWER POLE ~ to EXISTING WATER GATE VALVE STA.,1+61. SJiT 12] STORM N LE$4d4 CRbSSING _. EXISTING FIRE HYDRANT 06rAU. 1'-r GAIE VALW I`r < EXISTING WATER MAIN i 1 -2MF-f % �' -- Im —m& *MM 1 - EX. a SE�'vERJ O X34281 SIA:1 7. SJLf _� LEA 9t) CROSSING' WARN �� BISTALL: 1�I6• �IDK ALL; 1 4 TEE 1--48• 71NI/SY M ^ a m o rn r N N cq 00 1, co L'i QD M 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' PROFILE VIEW HORIZONTAL SCALE.. 1 " =10' VERTICAL SCALE: 1 " =2' REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM I �14 W1 11 8115 11 3 2 a O� 2 n U � Qrn W m J Q J S W z O co Q >�2 tiro CO C V/ r r� I a Q M u 8 o Q� 3 C U (TZ) V � U O O w 11 w W Q IZ � W CL Zi V J Q Q J DATE 2-7-14 DRAWING N( 8115BASE SHEET 13 OF2 O � II Z U x o 2 � w � 0 0 w U � U W K = O O U 3 2 a O� 2 n U � Qrn W m J Q J S W z O co Q >�2 tiro CO C V/ r r� I a Q M u 8 o Q� 3 C U (TZ) V � U O O w 11 w W Q IZ � W CL Zi V J Q Q J DATE 2-7-14 DRAWING N( 8115BASE SHEET 13 OF2 CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DET'!LS ON SHEETS WOL O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- i }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD7. O4 CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD1. OCONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WD7. © CONTRACTOR TO INSTALL TYPICAL 63LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDi & WO2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD7. A /VEH HU/V APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. BUILDING "A' APPROX. F.F.= 346.50 346 'r_. - _- _...... - ........... -1 4" WALE $� 344 ,. _. _. _.. -CROSSINd r 8 WPo TER CROSSING 342 _- -© 1 1/2" WATER SERVICE (TYR.) 340 LE•342.38 1 NiSTAIL• 1 -48' earn maw BIA - F 338 _ _. ` _ 10 - F«8- Pvq S►A ow 7w 336 334 0 W PARK AREA ALIGNMENT "B' PLAN VIEW HORIZONTAL SCALE.- 770' GRADE - ielr'VAAV SERVICE (TYP.) I m N O p N N^ N O <p N N M �{ N N N r O ^ m 0 r Co OJ m m N N d- OJ O (O N M M 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 - -- 456 - -- PROPOSED CONTOUR - -4 d: EXISTING CONTOUR g�o N N m 0 h ^ EXISTING SANITARY SEWER MANHOLE _ N ❑ m imj t0 M I� <f C M L'�6 y- � 0 +00 0 +10 0 +20) 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 ALIGNMENT 'B" PROFILE VIEW HORIZONTAL VERTICAL SCALE.. 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APARTMENT BUILDING "B" APPROX. F.F.= 344.00 I PROPOSED GRADE ® j ¢ OF DRIVE STA. 1+4 MSTALL: i 12" STORM CROSSING 4" WATEP !- CROSSINO _ - -- CR S:SINGI� 1 APPROVED FOR CONSTRUCTION BY: DATE: _ D=t., of Public Works APPROVAL EXPIRES: SCALE: I"=10' 0 5 10 20 �0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND F� PROPERTY LINE —R74Y N N - - - - r 0 ADDITIONAL 10' UTILITIES EASEMENT p )j PROPOSED FIRE HYDRANT r7 M M M rC M r0 � M M r7 M M M 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: _ D=t., of Public Works APPROVAL EXPIRES: SCALE: I"=10' 0 5 10 20 �0 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES REVISION BLOCK N0. DATE DESCRIPTIC 1 1 -22 -14 1 PER CITY MARK -UP BY •••••, "� 1 �••Q.�yy.�IIp w GJM As � *{' ' 1 3 6 I ik017 4I� 'ySfONAL £NOt•O 7�lq 8115 0 U Z In G ti o � w o a Y � � U V1 Q W W (if 2 O O U O 3 2 a o u, M U� Qrn W d] Q w3 O It Q Q Z N U ONE coM LEGEND F� PROPERTY LINE —R74Y R/W LINE - - - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER )j PROPOSED FIRE HYDRANT ® PROPOSED WATER METER IY—W PROPOSED WATER MAIN _ PROPOSED SIDEWALK O PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - -4 d: EXISTING CONTOUR g�o 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 I� EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT �. EXISTING WATER MAIN REVISION BLOCK N0. DATE DESCRIPTIC 1 1 -22 -14 1 PER CITY MARK -UP BY •••••, "� 1 �••Q.�yy.�IIp w GJM As � *{' ' 1 3 6 I ik017 4I� 'ySfONAL £NOt•O 7�lq 8115 0 U Z In G ti o � w o a Y � � U V1 Q W W (if 2 O O U O 3 2 a o u, M U� Qrn W d] Q w3 O It Q Q Z N U ONE coM _M v a_ N m 0 C U Q Z O b g�o w uj wM ELI1 W LL O J Q DATE 2-7-74 W2 11 811SBASE HFET.L40F2 GENERAL WATER NOTES 1. ALL WORKMANSHIP AND MATERIAL 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. 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 PRECONSTRUCTON MEETING TO BE ATTENDED BY 41L MAJOR CONTRACTORS, REPRESENTATIVES nF INVOLVED UTILITIES, AND THE CITY OF YELM, CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -641U TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. J. WATER MAINS SHALL MEET ill FOLLOWING OLLR 4INCHES) SPECIFICATIONS,- PoLrn,vn CHLORIDE PVC PIPE LL THICKNESS q ( ) . PIPE MATERIAL L SHALL BE PVC 1120 PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS WST LL TO OR RD THAN TIE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)8. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AMA 0900, 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. POLMNYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AMA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. DOODLE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1116 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C1041A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1), SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52 4, GATE VALVES SHALL BE RESILIENT WEDGE, MRS (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 & It KENNEDY, GLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929. MUELLER CENTURION, OR CLOW MEDALLION OR AW. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6, ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). > 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 A M RKED WATER 2 -I NCH -WIDE MINIMUM. WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRADER TAPE INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER ARE (PAIGE _UFSINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE. BROUGHT UP AND BED OFF AT VALVE BODY ALL WIRE AL. ALL TONS SHALL USE WIRE NUTS AND A LBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR VARE ON THE WATER MAIN. B. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W' 114 INCH INTO COAI" 11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION', CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE MERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTER TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, TIE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS i0 TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A PUNCH LIST - PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK i0 BE COMPLETED. ALL ITEMS F 0 WORK SHOWN ON 1H ESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE CE OF ME WATER SY51EM AND PROVISION 0 SIGN OF WATER SERVICE, 15, A COPY F 0 THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSIDE 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. i IS TOP 'VIEW TOP TOPjVIEW VIEW 7 WYE \/ \ {\ X VA 1 \ SIDE VIEW I / SIDE VIEW SIDE VIEW \ \` TEE CROSS GATE VALVE HORIZ. BEND TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS X \n a : 6 45' - g0° VERTICAL BEND CITY OF YELM, WASHINGTON NOTES: _DEPT. OF PUBLIC WORKS 1. CONCRETE ETE THRUST BLOCKING TO BE STANDARD POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPROVE4C, DWG. ND, 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM - -fa"k 6 -13 DIAMETER. PUBLIC WORKS DIRECTOR DATE DES DWN. CND. DATE IS JEG I fe 4/2007 Top view operating nut I- Limits of payments Paint Hydrant _ Weafher shield IT ° Sun Yellow High and Hydrant Lock Grade Enamel -- Bonnet # 13312 - Zt --r - -- 21/2 "H05e kOnaecflon with threads' HYDRANT OFFSET ,----41 /2 "SleomTer connection With NST tlhraad. & 5" Star:i Adapter See valve box and r•O Style $ -3T aloe stem deiall- 4 rPAan 18 " -24" y w /SC cap 6 -11 _ I Ground trench suit t Standpipe -I be de3' Minimum - 6" Flanged fire hydrant tee L�Each Pipe Joint' 6" #1106 FIFO Ir �T Inc. Megolug n' 1 ` -6" Class 52 'ductile iron f e cut 0 PP ten f n 9 6" gate Volye, FL X MJ See note below -Varrias 16" concrete bloct, oe of drain ring hOL,sing washed rock as shown Plastic harrier between x 6 sheet of 11 mil, plastic or con_ thrust block and tee Notes sirucfion fabric, covering 2" Washed rock I. Hydrants shall be located in Concrete thrust block accordance with Section 6.060t cost -in -place against In addition, minimum three foot filling only radius unobstructed working area shall be provided around all hydrants. 2. Hydrants shall be ores... M & H CITY OF YLLM, WASHINGTON Reliant style 929, Clow Medallion or DEPT. OF PNBLG WORKS American A V K Series 2780 or Mueller Centurion ET (� 3. Gate Valves shall be resilient wedge FIRL IIYDRAN T' NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -B0. APP DWG. rvo. Valves shall be Muell.r M &H, Kennedy, Claw R/W or Water... Series 500. PUBLIC WORKS pIRECTOR 4. Fire Hydrant lock payment is re wired -- - GATE C7- 7 required DES ill order DWN. er and Install. nslall. CKD. DATE FS JEC T � 1P 4 /DMA THRUST LOADS R /I/EH RUN APARTMENTS NE 1147 SE 114, SEC.24, TWN.17 IN RNG. 1 E., W.M. i THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE FLOW PIPE DIAMETER. 90' BEND AS' BEND 22_1/2• BEND 11 -1/4' BEND EA DEAD END EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE 4•. 3,600 2.000 - __ TEE UNION T-- _ WELDED TO RISER SHAFT. 1,000 500 2,600 X 5 1/5" STEEL 6" 8.000 4,400 2,300 1,200 5,700 CONCRETE PAD 8" 14,300 7,700 4,000 2,000 10,100 1 10" 22,300 12,100 6,200 3,100 5,800 FILLET WELD ALL AROUND. 72" 32,000 17,40D 8,900 4,500 22,700 ow N. 14" 43,600 23,600 12,100 EG TP FINISHED GRADE 6,100 3n,800 OUTSIDE PAVED AREA 16" 57,000 1 30,80D 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 SIMIILAR 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 LBS .' 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 WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOiL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE OEPTN OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER _ SQUARE FOOT MUCK. PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD- SHALE 10,000 NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. DEPT. OF PUBLIC WORKS THRUST LOADS A\ RGIY -- DWG. N0. \ PUBLIC WORKS DIRECTOR GATE 6-14 IDE &DWN. CKO DATE ES JEG TP 4/2007 U Z M 01 BALLAST w VALVE STEM RISER 0.5' CONCRETE CL 3000 - REQUIRED WHEN MAX. .. .I 36 IS EXCEEDED INSIDE PAVED ROADWAY I VARIES) NOTE, -/ FLOW A B __I 2" 1 1/4" 15" COPPER TRACER WIRE TIED OFF AT VALVE BO E SHOWN - SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE RECESSED HAT TYPE FOOT TOP OF VALVE BOX. VALVES. 7OFYFLM, VALVE STEM EXT_ENSIO_N LEGEND COVER UNION T-- _ WELDED TO RISER SHAFT. 3' 3' X 4" 1 T- X 5 1/5" STEEL - INLAND F OUNDRY 24 8 CLASS 3000 10" 8 3/4 "� 6 3 4 VALVE E 80X WIN, "WATER" CONCRETE PAD 51EEL TUBING TO FIT OPERATING VALVE BOX NUT. LENGTH AS REQUIRED, CAST IN LID . ` 1 NOTE: _ OR OFCO 910 NOTES: ALL WELDS TO SHAFT SHALL BE 114" EJ6LC WORKS DIREC111 SECTION FILLET WELD ALL AROUND. D. DIAMETER OF PIPE AND FITTINGS = - C. I ROMAC 202S OR ow N. cKD. D. 00 NOT INSTALL IN AREA SUBJECT TO EG TP FINISHED GRADE OUTSIDE PAVED AREA I' TRACER WIRE -10" OR 18" 3 SEAL WITH AR4000W I o - - --6" SDR 21 PVC PIPE .n j Ilan CONFORMING TO ASTM f 0' ACP - o 1 3034. RISER PIPE TO BE ---• -I CSTC ? PLUMB AND CENTERED OVER VALVE STEM. U Z M 01 BALLAST w VALVE STEM RISER 0.5' CONCRETE CL 3000 - REQUIRED WHEN MAX. .. .I 36 IS EXCEEDED INSIDE PAVED ROADWAY I VARIES) NOTE, -/ FLOW A B ENCH BOTTOM ALL VALVES MUST HAVE 14 GLADE INSULATE 1/4" 15" COPPER TRACER WIRE TIED OFF AT VALVE BO E SHOWN - SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE ON REQUIRED FOR FOOT TOP OF VALVE BOX. VALVES. 7OFYFLM, VALVE STEM EXT_ENSIO_N LEGEND VALVE OPERATING IN OR 1 7/8" UNION X 1 7/8" X 2" HIGH GRADE STEEL 4. WELDED TO RISER SHAFT. O Z © 3/16" Thk ASHINGTON X 5 1/5" STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER O - -- SHAFT. " "% STANDARD O 2 %2 3/16" SQUARE STRUCTURAL 8. 51EEL TUBING TO FIT OPERATING VALVE BOX NUT. LENGTH AS REQUIRED, DRAIN TO DAYLIGHT 1z: _. APPROVED IN TEST COCKS NOTE: _ T'k� T- NOTES: ALL WELDS TO SHAFT SHALL BE 114" EJ6LC WORKS DIREC111 T FILLET WELD ALL AROUND. D. DIAMETER OF PIPE AND FITTINGS = - C. I ROMAC 202S OR ow N. cKD. D. 00 NOT INSTALL IN AREA SUBJECT TO EG TP RESTORATION pEPTH - -, gFIfS _ TRACE TAPE 12' TO 18" UNDER THE FINAL GRApE. j\ TRCNCH BACKALL -- 'TRACER RARE (SEE GENERAL SEE NOTE 1, 2, J WATER NOTES ND /) & 5 6° MIN. F- BEDDING MATERIAL 6`I MIN SEE NOTE d UNDISTURBED SOIL NOTES: I . A MINIMUM COVER OF 3.5' 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 TYPF,S OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. J. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR ,SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE STONING MATERIAL SHALL BE SAND OR CHER CITY APPROVED EQUAL NO SUBSTUTIONS WILL BE ALLOWED Mo`OUr WRITTCN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE HCOOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWO. N0, PUBLIC^�SOIRECTOR DALE 6-15 DES. .. JIM. CKD. DATE ES JEG TP 4/2007 4 GURU 0 Ja 14 GAUGE - �7 INSULATED ED A A1WRAPPED a 1 1/2" COPPER o v TONING WIRE °.�- - 811 -666� AROUND THE 2" - 811 -7771 PIPE (SEE GENERAL 1 I/2" - C86 - 771 NOTES N0. 2.. - C86 - ]7 \ 7)_ P K JOINT PLASTIC LINE (U6E 20p- 2'- 0'0 -��V -f PSI PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPE) FORD BALL VALVE 1 WITH PACK JOINT & FEMALE \` LP. THREADS SERVICE SADDLE NOTES 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS, 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 12 -FOR / ' D VON 75-15913 OR EQUAL 2" - FORD VBH 77 -15817 DR EQUAL 4 ALL i 1/2" AND 2" SADDLES WILL BE Y' TAPS WITH BRASS T NIPPLE AND 2" SING N WEDGE GATE VALVE AND 910 G HOUSING AND SOR -21 PVC PIPE HOUSING LID VED ME _L lID - 1730 Ill HEADER LID BOX - 8CF 1730 X 12 BASE OR APPROVEID EQUAL BALL 'VALVE tl CHECK CHECK VALVE 12" BY -PASS VALVE W /LOCKABLE CAP 1- 1 1/2 " -2" MALE NIPPLE CITY OF YIELM, WASHINGTON DEPT OF PUBLIC WORKS 1 1/2" TO 2" METER, SERVICE APPa aDW PU BLIC WORKS DIRECTOR DATE DES. DWN CKD. DAES JEG TP 4 T J . 0 - TOP VIEW 6" - _ EXIST'G --ir -- - - GROUND TEST COCKS RESILIENT SEATED (4 REDD.) 6" Mw, SHUTOFF VALVES • 3.. 8" MAX. �(2 RECTA) UNION$ (2 RED bD NO GALVANIZED PIPE ON INLET SIDE 6" MIN . Of ASSEMBLY PLASTIC OR CEMENT ( SIDE VIEW ev, METER BOX A. °rl'A➢�°°iroa ° °WWWW�o�'��$�A IF ° c (BELOW GROUND INSTALLATION) GRAVEL 12" MIN. NOTE ALL ITEMS SHALL COMPLY WITH THE FIXI.OWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL MTH GROUND. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BLTOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT OF PUBLIC WORKS BO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - VALVE SHALL BE PROTECTED FROM r 7WC CONDITIONS. DOUBLE CHECK VALVE Io THE BACK FLOW ASSEMBLY SHALL. BE A CURRENT ASSEMIBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL _ A PLUMBING PERMIT IS REQUIRED. �APPROV,P� ' DWG. NO PUBL- Ic WORKKS DIRECTOR DATE 6-16 DES. 'DWN. CKD. DATE THE? JEG TP 4/200] PLASTIC OR CONCH[ BOX APPROVED FOR CONSTRUCTION BY: DATE: Director ofPubec Works APPROVAL EXPIRES: -_ (5d /z MIN, FLOW A B MATERIAL LIST: MSIZE 1 1/2" 13 1/4" 15" J 2" 17 1/4" 15'- zl 2 2. 90' BEND 3. UNION 4. :I O Z 5. 3 METER BOX CHECK VALVE (D.S.H.S. APPROVED) 1 1/2 " -2" POLYETHYLENE LING RELIEF VALVE V) 8. TESTS COCKS 1 1/2 " -2" MALE f DRAIN TO DAYLIGHT 1z: ADAPTER IN TEST COCKS 2" RESLLE NT BALL VALVE (CURB STOP) NOTES: WEDGE A. THOROUGHLY FLUSH LINES PRIOR TO GATE VALVE D. DIAMETER OF PIPE AND FITTINGS = SERVICE SADDLE C. I ROMAC 202S OR 4 GURU 0 Ja 14 GAUGE - �7 INSULATED ED A A1WRAPPED a 1 1/2" COPPER o v TONING WIRE °.�- - 811 -666� AROUND THE 2" - 811 -7771 PIPE (SEE GENERAL 1 I/2" - C86 - 771 NOTES N0. 2.. - C86 - ]7 \ 7)_ P K JOINT PLASTIC LINE (U6E 20p- 2'- 0'0 -��V -f PSI PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPE) FORD BALL VALVE 1 WITH PACK JOINT & FEMALE \` LP. THREADS SERVICE SADDLE NOTES 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS, 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 12 -FOR / ' D VON 75-15913 OR EQUAL 2" - FORD VBH 77 -15817 DR EQUAL 4 ALL i 1/2" AND 2" SADDLES WILL BE Y' TAPS WITH BRASS T NIPPLE AND 2" SING N WEDGE GATE VALVE AND 910 G HOUSING AND SOR -21 PVC PIPE HOUSING LID VED ME _L lID - 1730 Ill HEADER LID BOX - 8CF 1730 X 12 BASE OR APPROVEID EQUAL BALL 'VALVE tl CHECK CHECK VALVE 12" BY -PASS VALVE W /LOCKABLE CAP 1- 1 1/2 " -2" MALE NIPPLE CITY OF YIELM, WASHINGTON DEPT OF PUBLIC WORKS 1 1/2" TO 2" METER, SERVICE APPa aDW PU BLIC WORKS DIRECTOR DATE DES. DWN CKD. DAES JEG TP 4 T J . 0 - TOP VIEW 6" - _ EXIST'G --ir -- - - GROUND TEST COCKS RESILIENT SEATED (4 REDD.) 6" Mw, SHUTOFF VALVES • 3.. 8" MAX. �(2 RECTA) UNION$ (2 RED bD NO GALVANIZED PIPE ON INLET SIDE 6" MIN . Of ASSEMBLY PLASTIC OR CEMENT ( SIDE VIEW ev, METER BOX A. °rl'A➢�°°iroa ° °WWWW�o�'��$�A IF ° c (BELOW GROUND INSTALLATION) GRAVEL 12" MIN. NOTE ALL ITEMS SHALL COMPLY WITH THE FIXI.OWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL MTH GROUND. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BLTOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT OF PUBLIC WORKS BO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - VALVE SHALL BE PROTECTED FROM r 7WC CONDITIONS. DOUBLE CHECK VALVE Io THE BACK FLOW ASSEMBLY SHALL. BE A CURRENT ASSEMIBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL _ A PLUMBING PERMIT IS REQUIRED. �APPROV,P� ' DWG. NO PUBL- Ic WORKKS DIRECTOR DATE 6-16 DES. 'DWN. CKD. DATE THE? JEG TP 4/200] PLASTIC OR CONCH[ BOX APPROVED FOR CONSTRUCTION BY: DATE: Director ofPubec Works APPROVAL EXPIRES: -_ (5d /z MIN, )LAN PROFILE TOBUILDING OR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER PROVE DWG. ( N0. ate -_ 3LIC WORKS DIRECTOR DATE 6-17 CKD. DATE KR JEG I TO 4/2007 REVISION BLOCK N0. I DATE I DESCRIPDON BY 1 1 -22 -14 1 PER CITY MARK -UP GJM FIRE DEPARTMENT CONNECTION DWG. NO 3LIC WORKS DIRECTOR DATE 6 -4.4 DWN, CKD. DATE ES JEG TP 4/2007 FLOW �oJ I MATERIAL LIST: GRAVEL BASE J 12" THICK I. SERVICE LINE 2 2. 90' BEND 3. UNION 4. NIPPLE O Z 5. SHUT-OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) W 7. RELIEF VALVE V) 8. TESTS COCKS 3 9. DRAIN TO DAYLIGHT 1z: 11PLOGS IN TEST COCKS O GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. D. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.11D FOR FURTHER INFORMATION. D. 00 NOT INSTALL IN AREA SUBJECT TO FLOODING. )LAN PROFILE TOBUILDING OR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER PROVE DWG. ( N0. ate -_ 3LIC WORKS DIRECTOR DATE 6-17 CKD. DATE KR JEG I TO 4/2007 REVISION BLOCK N0. I DATE I DESCRIPDON BY 1 1 -22 -14 1 PER CITY MARK -UP GJM FIRE DEPARTMENT CONNECTION DWG. NO 3LIC WORKS DIRECTOR DATE 6 -4.4 DWN, CKD. DATE ES JEG TP 4/2007 s` Z a W O N M UCIA WIGU CO W 2Z� �UQf N U o coV I V t\ V m O V Q0 IT, Q �EI( C W U Az N a ��l o 8115 Z J \ \ U 2 Z Q) ti O Z W TO W CD � V) O W U 3 U HIT 1z: to � O U s` Z a W O N M UCIA WIGU CO W 2Z� �UQf N U o coV I V t\ V m O V Q0 IT, Q �EI( C W U Az N a ��l o /TIN DATE l 2 -7 -14 DRAWING NI WD1 877513A SE MEET 2Q OF 2 Z _O Q CL V) V) LLJ Q /TIN DATE l 2 -7 -14 DRAWING NI WD1 877513A SE MEET 2Q OF 2 TO BE PSE PER RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. nFFRITF IMPRnVFMFNT PI AN CONSTRUCTION NOTES O SAWCUT EXISTING ROAD PAVEMENT. REMOVE ASPHALT AS HATCHED AND HAUL OFF SITE TO APPROVED DISPOSAL SITE. CONSTRUCT NEW ROAD SECTION PER UTILITY PATCH DETAIL ON SHE RSL O CONSTRUCT TYPE IV CURB RAMP AS SHOWN AND PER DETAIL ON THIS SHEET. O CONSTRUCT TYPE I CEMENT CONCRETE APPROACH AS SHOWN AND PER DETAIL ON SHEET RSI. O CONSTRUCT 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET i SO 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. O7 CONTRACTOR TO INSTALL STANDARD CROSSWALK AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET I ..'AD GRME DPE4( 1 BEE CONTRACT LAMIN. CEMENT CONCRET SOHWAl1(- Red NOTE 5 -0 FuRE 70) Y6 EXPANSION NTRA WIDTH P 0 p -M N. IANONGTGMq M CU FEE CONTRACT PLANS CHI BREAK VWDING SEE CONOI Puns- CURB RAMP - p'MIN. CEMENT CONCRETE 6m�N - PROVIDESMOOM SEE xolEs TRAN6RICN iO ADSEE CONTMCi PLAN WIDTI ITVPJ p. B int, We' EXPANSION JOINT(TOP) - SEE .UNS RAMP STANDMD PLAN RUM 10 aNFAK NameduON To M.. BUFFER IF PRESENT ,ORTO BANK OFGURBjIYPI- SEE CdiIMLiP S PAD AREA OURS RAMP W DM < P MIN IANO NG TO MATCH CUM RAMP WIDTH - SEE CONTRACT PWis GRPOE aNEM MIN SAES CONTRACT 1-6- e \MIN. DUFFER WIDTH -MATCH TO Cuba MM1P DEPTH (TVP) N NOTES I . Provde B separate Curb PROBE, for each marml or unmarked Crosswalk. Cub Ramp location the Wmad within the wldM of We aeeoclaletl desswe CMVI Plans, 2, Where 'GRACE BREAM Is called out, the entire IMC of the grade break between Me We adlame, MIT,.. chance shall be flush. 9 Do not Paimnoings. Jun Rion Boxes ,Access Coade, mother appede- TentlingB amp or On any pad of Me Cum Ramp or a See Me Contract Mans for the wt design MecRed. Sea Sdnd.M Plan F -00.12 far Cum. Cut and �SUtler, Depressed Cum and Gulte, and Pedestrian Cut details. Said Sndard Plan F40.10 far Cement Concrete Sld S,ask details. S See Contract Plans for width and placement Of addealk. The Bid Item 'Cement Conchate Cut Ramp Typ 'tlsnot Include 6. the atl .Bt Cut, Cut and GI DepesseE cn and ce Gott., PMe Ian Cum,wSldewalkl The Cum Ramp maximum morning slope shall not require the ramp (eager Z Be exceed l SMwt to avoid chasing9 Me slope lndeOnllal when connecting ro shepgg tles. WER appplylingtlta l5 -foot maximum Y Nth, Me muniq slope Of Me Cut Ramp sllalll as flat as feasible, Cum Ramp. Land e , and F - res shall retelVe broom Wish, Sae B Standard SpecNlcatlone B� A, LEGEND SLOPEw EIME, oISECTOR DETECTABLE WARNINGWRFAOE- LDGTUdTg CAwRNmAAURAALE- SPE SrAr1DMOPLax P�6.10 SEE MUTE 4 (p1 o Er6CTATLE wAUP SURFgcE- `BEE FACEOFCUM pE0EC1RWI CVRB- 9BE 8TAHIpgpp PLAX FARIO D FACE OF CUM RTMMS PLNIFdStn eels. EOPAMUEL O LU.JUP) OEPRESFED come AN O.B'E- CROSS. SEE NOTE U.S. - DEPRESSED CURB AND GUTTER SEE NOTEI ( COUMERSLOPE - j: SEE 6TM'OAIID PLAN FN.ID GRACE BREAN EXISTING WATER MAIN SBY %- PROPOSED TOP OF PAVING SPOT ELEVATION TB_iVP. EXISTING TOP OF PAVING SPOT ELEVATION RO %1M %. PUN VIEW PL1N VIEW TYPE PERPENDICULAR A sEENO1�OCURaPNOGU1lER- TYPE PERPENDICU -AR B NOTES I . Provde B separate Curb PROBE, for each marml or unmarked Crosswalk. Cub Ramp location the Wmad within the wldM of We aeeoclaletl desswe CMVI Plans, 2, Where 'GRACE BREAM Is called out, the entire IMC of the grade break between Me We adlame, MIT,.. chance shall be flush. 9 Do not Paimnoings. Jun Rion Boxes ,Access Coade, mother appede- TentlingB amp or On any pad of Me Cum Ramp or a See Me Contract Mans for the wt design MecRed. Sea Sdnd.M Plan F -00.12 far Cum. Cut and �SUtler, Depressed Cum and Gulte, and Pedestrian Cut details. Said Sndard Plan F40.10 far Cement Concrete Sld S,ask details. S See Contract Plans for width and placement Of addealk. The Bid Item 'Cement Conchate Cut Ramp Typ 'tlsnot Include 6. the atl .Bt Cut, Cut and GI DepesseE cn and ce Gott., PMe Ian Cum,wSldewalkl The Cum Ramp maximum morning slope shall not require the ramp (eager Z Be exceed l SMwt to avoid chasing9 Me slope lndeOnllal when connecting ro shepgg tles. WER appplylingtlta l5 -foot maximum Y Nth, Me muniq slope Of Me Cut Ramp sllalll as flat as feasible, Cum Ramp. Land e , and F - res shall retelVe broom Wish, Sae B Standard SpecNlcatlone B� A, LEGEND SLOPEw EIME, oISECTOR CEMENT CGNBRETE CURB SAW -TYPE P Ca"HO10ULAND PAYUMR- FEENOTE6 PERPENDICULAR CURB RAMP sHEET1 OF 1SHEET 6/10119 ISOMETRIC VIEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT" TYPE PERPENDICULAR B PAY LIMIT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 172,. LONGM/RE ST. S.E. PLAN HORIZONTAL ,D NOTES'. 1. GIFRE APPROACH EXCEEDS 16' (MOTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH. Z FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 4B.140, YELM DEVELOPMENT GUIDELINES, CEMENT CONCRETE APPROACH - APPROVED PUBLIC WORKS DIRECTOR DATE S -G I S -C I S DWG. N0. 4 -9 RN, 2e.a �1sc —Y .a EXISTING PROPOSED PROPOSED 1 TRAFFIC LANE PLANTER 5TPJP 51DPNALK FISTING ('LP.B RO'N DEpICATION SECTION A -A PROPOSED N TS, APPROVED FOR CONSTRUCTION BY: DATE: Diractor of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & GINGIVA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —Pff— PROPERTY LINE I LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- DETECTABLE WARNINGWRFAOE- (SHOWN WIM BUFFER) CEMENT CONCRETE OETECTACJIEWgRNING9URFACE- - - - -- - - SEE DLAXDPRU 1. .1e OD pE0EC1RWI CVRB- 9BE 8TAHIpgpp PLAX FARIO D EXISTING STORM MAIN .EE..A 0'- O'MIN. EXISTING SANITARY SEWER MAIN GPAW aRkAN EXISTING CATCH BASIN SLOPE TREATMENT - SEE CANTMCTp1AN5 SEE NOTEI I COUMERSLOPE - j: SEE 6TM'OAIID PLAN FN.ID GRACE BREAN EXISTING WATER MAIN SBY %- PROPOSED TOP OF PAVING SPOT ELEVATION TB_iVP. EXISTING TOP OF PAVING SPOT ELEVATION RO %1M %. sEENO1�OCURaPNOGU1lER- BJ%Mq%, TOP OF ROADMAV 666 -- LE ME NT OONOREIE CO. • Abu GUTTER -9EE Or,A IANOIND CURB MAP .-p E DEPRESSED CURB AND GOTIER- sE.STAx. PLAN Fno.m SECTION OA CURB RADIUS DETAIL CEMENT CGNBRETE CURB SAW -TYPE P Ca"HO10ULAND PAYUMR- FEENOTE6 PERPENDICULAR CURB RAMP sHEET1 OF 1SHEET 6/10119 ISOMETRIC VIEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT" TYPE PERPENDICULAR B PAY LIMIT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 172,. LONGM/RE ST. S.E. PLAN HORIZONTAL ,D NOTES'. 1. GIFRE APPROACH EXCEEDS 16' (MOTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH. Z FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 4B.140, YELM DEVELOPMENT GUIDELINES, CEMENT CONCRETE APPROACH - APPROVED PUBLIC WORKS DIRECTOR DATE S -G I S -C I S DWG. N0. 4 -9 RN, 2e.a �1sc —Y .a EXISTING PROPOSED PROPOSED 1 TRAFFIC LANE PLANTER 5TPJP 51DPNALK FISTING ('LP.B RO'N DEpICATION SECTION A -A PROPOSED N TS, APPROVED FOR CONSTRUCTION BY: DATE: Diractor of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & GINGIVA BLVD, ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —Pff— PROPERTY LINE I LINE -- -- EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR - EXISTING CONTOUR - - - -- - - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE .. -. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN i'. EXISTING POWER POLE I EXISTING WATER GATE VALVE j: EXISTING FIRE HYDRANT r. EXISTING WATER MAIN �1r(F 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION �f 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GUM '08 NUMBER 8115 _O � II U Z V) ti o � Q � w OW p W � � U LU Q W W C) 0) C) p U 3 2 C) TO = M U 00 QGO W DIG Q W � O ��C, a C'd= N OO � C7 dl o N v w� � r aM V N 'w o yNJ v a�3 Q C � U Q Z p, N 'J g o CL Z O CL Ll- O I4 DATE 2 -7 -14 DRAWING NO. FR 81ISRASE HEFT 21 OF 21