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20130320 Plan #3 04142014//r MAIJ CITY OF YELM WATER: SHEET INDEX CATV COMCAST CVR 1 OF 22 COVER SHEET EASEMENT LINE — TP1 2 OF 22 T.E.S.C. & GRADING PLAN —W— PROPOSED WATER LINE TP2 3 OF 22 TES.C. - SPECIFICATIONS PROPOSED STORM CATCH BASIN TP3 4 OF 22 T.E.S.C. - DETAILS PROPOSED SIDEWALK RI 5 OF 22 PLAN & PROFILE PROPOSED CONTOUR R2 6 OF 22 PLAN & PROFILE QD EXISTING STORM MANHOLE R3 7 OF 22 PLAN & PROFILE EXISTING SANITARY SEWER MANHOLE R4 8 OF 22 STORM TRENCH - PLAN & SECTIONS ' EXISTING POWER POLE RS1 9 OF 22 STORMWATER - DETAILS & SPECIFICATIONS - .. RS2 10 OF 22 STORMWATER - DETAILS & SPECIFICATIONS PG1 11 OF 22 PARKING & GRADING PLAN SIR 12 OF 22 SEEP. SYSTEM PLAN 51 13 OF 22 PLAN & PROFILE S2 14 OF 22 PLAN & PROFILE SDI 15 OF 22 SANITARY - DETAILS & SPECIFICATIONS S02 16 OF 22 SANITARY - DETAILS WAT 17 OF 22 WATER SYSTEM PLAN W1 18 OF 22 PLAN & PROFILE 2" ,i 1 MILE W2 19 OF 22 PLAN & PROFILE W3 20 OF 22 WATER - DETAILS & SPECIFICATIONS WDI 21 OF 22 WATER - DETAILS & SPECIFICATIONS FR 22 OF 22 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION 24 -17 -1E IA NE SE COM NW COB SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE SL SE YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST RIVER RUN APARTMENTS NE 114, SE 1/4, SEC24, 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 AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA 710N PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUOTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE FLANS 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: I PURSUANT TO ROW 58.24.040 (8) AND WAG 332 -120, ,BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY, A CONTROLLING POINT FOR A PLAT, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER. CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. APPROVED FOR CONSTRUCTION BY: _ DATE: _ Director of Public Works APPROVAL EXPIRES: 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 .60UD BOARD FENCE REVISION BLOCK LEGEND DATE PROPERTY LINE �— 1 R/W LINE —R14 — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE ■ PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE } PROPOSED LIGHT POLE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - - -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE D - -D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE W EXISTING WATER GATE VALVE ,. EXISTING FIRE HYDRANT .. EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -1` 44 PER CITY MARK —UP GJM ;', n R 14 ?6W, CVR JOB 8112D[ R W N U z a, 2 Z W (D n U� am w m J �Um R co v V Q � � m 'w O CID n� o� QC C � U c U v= Ov� v / Ld 0 0 DA IT 4- -10 -14 )RAWING NO 8115BASF 1EET_L 01`22 CONSTRUCTION NOTES 0 CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30'W x 501 PER SHEETS TP2 & TP3. O INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER SHEETS TP2 & TP3. O INSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL PER DETAIL ON SHEET TP3. Q CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1- 800 - 258 - 5990). 5O EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. O EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. OB CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. O9 EXISTING WATER SERVICE TO BE REMOVED BACK TO WATER MAIN. CONTRACTOR TO COORDINATE WORK WITH THE CITY OF YELM. LEGEND NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM- THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (957) 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 70 PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12" & 18" CUP , 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 DLI RTMENT 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. CLEARING LIMITS - +'.. EXISTING CONTOURS -- - - - - -- •440-- - - - - -- PROPOSED CONTOURS 1 -22 -74 PER CITY MARK -UP 7P0 SOIL TEST PIT 3 -19 -14 (SEE GEOTECHNICAL REPORT DATED 09 \23 \13 GJM LOCATED IN THE STORM DRAINAGE REPORT 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE FOR ADDITIONAL INFORMATION). O • • MIRAFI SILT FENCED O INLET PROTECTION OJ NOTES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA - PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM- THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. 7. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8 ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (957) 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 70 PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12" & 18" CUP , 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 DLI RTMENT 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. 7 IV k h � r r I NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / VEH HUN APAHTME/VTS NE 114, SE 114. SEC 24, TWN.17 N., RNG. i E, W.M. LIMITS OF CLEARING AND GRADING (TYP.) SCALE. 1 " =2'0' 0 70 20 40 NO. INSPECTION SCHEDULE DESCRIPTION BY 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY 1 -22 -74 PER CITY MARK -UP & CLEANED AS NEEDED OR NEW SPATES ADDED AS NEEDED 2 3 -19 -14 TO MAINTAIN A ROUGH SURFACE. GJM 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE t SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED U 4' ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 7 IV k h � r r I NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / VEH HUN APAHTME/VTS NE 114, SE 114. SEC 24, TWN.17 N., RNG. i E, W.M. LIMITS OF CLEARING AND GRADING (TYP.) SCALE. 1 " =2'0' 0 70 20 40 9 30.ti 3 342 PROPOSED Tpp • i 1 TPy2 i _ Tp #1 _ APARTMENT 3 � BUILDING 'B" APPROX. - 1 F.F.= 344.00 I 344 i i i -.- . T # 7 "J i i - -_: .PROPOSED -3116- - - - - -- APARTMENT BUILDING "A _ APPROX. F F = 346.50 TPJ/9 348_ -------- - - - --' -. -_ _a _ 348 _ APPROVED FOR CONSTRUCTION BY DATE: _ Diwtorof Public Woks APPROVAL EXPIRES: NOTE: ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION ME.'-TING & PROOF OF CERTIFICATION WILL BE PROVIDED, VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1, CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS, 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TES.C. PLAN. ^- ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE 8, INSTALL UTILITIES HE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.Q. 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. NO. INSPECTION SCHEDULE DESCRIPTION BY 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY 1 -22 -74 PER CITY MARK -UP & CLEANED AS NEEDED OR NEW SPATES ADDED AS NEEDED 2 3 -19 -14 TO MAINTAIN A ROUGH SURFACE. GJM 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED U 4' ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY o 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR S ANY EROSION OR SLOPE SCOURING. I 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. C7 ' 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND TPJ�'8 AFTER EVERY MAJOR STORM EVENT. z 5 O N i C) o,xw p "p U Q 9 30.ti 3 342 PROPOSED Tpp • i 1 TPy2 i _ Tp #1 _ APARTMENT 3 � BUILDING 'B" APPROX. - 1 F.F.= 344.00 I 344 i i i -.- . T # 7 "J i i - -_: .PROPOSED -3116- - - - - -- APARTMENT BUILDING "A _ APPROX. F F = 346.50 TPJ/9 348_ -------- - - - --' -. -_ _a _ 348 _ APPROVED FOR CONSTRUCTION BY DATE: _ Diwtorof Public Woks APPROVAL EXPIRES: NOTE: ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION ME.'-TING & PROOF OF CERTIFICATION WILL BE PROVIDED, VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CONSTRUCTION SEQUENCE 1, CALL CITY OF YELM FOR PRE - CONSTRUCTION MEETING. 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS, 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE TES.C. PLAN. ^- ACQUIRE APPROPRIATE DEMOLITION PERMITS. 6. CLEAR AND GRADE SITE PER APPROVED PLANS. 7. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO APPROVED DISPOSAL SITE 8, INSTALL UTILITIES HE SANITARY, WATER, ETC.) 9. CONSTRUCT PAVED PARKING LOT /ACCESS AND STORM DRAIN SYSTEM PER APPROVED PLANS. 10. PROVIDE C.Q. 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. 349_. LIMITS OF CLEARING AND GRADING (TYP.) TYPICAL 2 LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. INSPECTION SCHEDULE DESCRIPTION BY 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY 1 -22 -74 PER CITY MARK -UP & CLEANED AS NEEDED OR NEW SPATES ADDED AS NEEDED 2 3 -19 -14 TO MAINTAIN A ROUGH SURFACE. GJM 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED U ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY o 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR S ANY EROSION OR SLOPE SCOURING. I 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. C7 ' 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND TPJ�'8 AFTER EVERY MAJOR STORM EVENT. 349_. LIMITS OF CLEARING AND GRADING (TYP.) TYPICAL 2 LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -74 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM Z U o S jb�il" TP1 J013 NUMBER w 0 q 0 r� 'n s n O u1 7 wrn m �S iy � O O m � V o co I a v Qt1 rn !w o a� c U Z O u vI n Z (n V Z V `l (i C / Lai DATE 4 -10 -14 DRAWING N( 81 -15BA SE HEFT2 OF2 8175 N Q Z U o S C7 iy � O z 5 i C) w 0 q 0 r� 'n s n O u1 7 wrn m �S iy � O O m � V o co I a v Qt1 rn !w o a� c U Z O u vI n Z (n V Z V `l (i C / Lai DATE 4 -10 -14 DRAWING N( 81 -15BA SE HEFT2 OF2 EROSION CONTROL NOTES L ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND /OR THE CONTRACTOR. 2 IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND DIE 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 TD PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. A. DRY SEASON(MAY 1 TO SEPTEMBER 30): LIMITS OF CLEARING EXTENDED TO ONLY ENOUGH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR STABILIZATION BY NO LATER THAN SEPTEMBER 30. B. WET SEASON(OCTOBER 1 TO APRIL 30) 1, ALL CLEARED OR DISTURBED AREAS WILL RECEIVE APPROPRIATE COVER OR BE OTHERWISE STABILIZED WITHIN 5 DAYS IF NOT BEING ACTIVELY WORKED. 2, IF A MAJOR STORM EVENT IS PREDICTED, THE CLEARING OF LAND SHALL BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT C,OREO 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, INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING. INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO. 4 - COMPLETION OF PROJECT. INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) IF ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM 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 1, 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, PAVER AREAS AND CONCRETE RATWORK INCH CORRIDORS, THE CONTRACTORS SHALL SCARIFY THE AREAS TO DI FILLED OR ROCKED TO A DEPTH OF 6 INCHES (CO MINIMUM. ONCE SCARIFIED, THE SOILS SHALL BE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 1557 -57- 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 -FIVE (953) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D- 7557 -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. 1=4VATION STANDARDS CUT SLOPES: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 7 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SETBACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 -20 FEET HEIGHT / 2 OVER 20 FEET ID FEET 6. FALL STANDARDS 1) GENERAL: FILLS WHICH ARE INTENDED FOR BUILDING SITES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C., AS ADOPTED BY 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 7 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 THAT STABLE FILLS ARE CREATED. 6) SETBACK FROM PROPERTY LINES: THE TOE OR CATCH POINT OF FILL SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT: FILL DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 - 40 FEET HEIGHT OF FILL 12 OVER 40 FEET 20 FEET RI VER HUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. SILT FENCE NOTES EROSION CONTROL BLANKET NOTES 1, FILTER FABRIC SHALL B7E PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIEFR TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE_ SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2, POSTS SHALL BE SPACE-D A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EkCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED VNITH 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 7 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTENDD INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAAN 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 , ,HALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STFABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12, INSTALL DOWNSLOPE OF EXPOSED AREAS, 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES, INLET PROTECTION NOTES 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE 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 EYE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCIKS 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 PFREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. J. PILE STONE AGAINST THE_ WIRE MESH TO THE TOP OF THE BLOCKS. USE 314 -INCH TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MOI- THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 314 INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 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 BE -COMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES I. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE SOD NOTES 7. SOD SHALL BE MACHINE- CUT 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 SECDOINS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND, RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT SECTION. J. SOD SHALL NOT BE HAIRVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SEEDING NOTES 1. SEED MIXTURE SHALL BE 70 7RED TOP, 409 ANNUAL RYE, 403 CHEWING FESCUE, 109 WHITE DUTCH CLOVER, AND SHALL BE APPLIED AT THE RATE OF 225 LBS. PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BEE 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 CBE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM 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 518 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 70 -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 37 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN- SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED AT THE RATE OF 1.5 TO 2.5 TONS /AC. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1, 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. STOCKPILE NOTES I. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED, J. 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: DLecmrof Public Wks APPROVAL EXPIRES: CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDEt,4TIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 1 INCH TO 3 I`JCH ROOK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15) 2. THE ROCK PAD SHALL BE AT LEAST 72 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLEFS PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMEFRCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE F'AD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHE -ELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WA?HING 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 IMPERMCABLE SOILS. 2. APPLY WHERE MULCH AND FERTILIZER ALONE WOULD NOT PROVIDE A SUITABLE GROWTH MEDIUM. 3, APPLY WHERE SLOPES DO NOT EXCEED 21. TOPSOIL SHALL LL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SAND CLAY LOAM CLAY LOAM. 5, TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 6. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE FOP SOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 7. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED ,DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31, 8, IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -79 -14 PER CITY MARK -UP GJM iW 1, TP2 JOB N BCR W U ? O O I, 2 a� :r 0 rj v1 N Z,j i Cr � U) U^l W Q o, Iv 5 LI C m �Ilr ct L =U� > v S 0 co VI I v n. v V/ v m Q4� Y O C OBI LL ir o v J Z O _U (4- U CL � c 1 //1 U c I W DATE 4 -10 -14 b 115HASF IEET�Of 22 s � W iW 1, n a� :r 0 rj v1 N Z,j i Cr � U) U^l W Q o, Iv 5 LI C m �Ilr ct L =U� > v S 0 co VI I v n. v V/ v m Q4� Y O C OBI LL ir o v J Z O _U (4- U CL � c 1 //1 U c I W DATE 4 -10 -14 b 115HASF IEET�Of 22 RUNOFF WATER WITH SEDIMENT 18" MIN RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. I E., W.M. FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) -SEDIMENT / \� \/ L1/2" WIRE MESH OR �" HARDWARE CLOTH � � �� 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 NO. (FOR A PERFECT FIT) DESCRIPTION BY RETRIEVAL STRAP 48 0 I GJM 36� GEOTEXTILE OVERFLOW (TO BYPASS FABRIC PEAK STORM VOLUMES) 24 " EXISTING CATCH BASIN ,#3003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003, FROM FOSS ENVIRONMENTAL 7440 W. MARGINAL WAY S. SEATTLE, WA 98108 -4.141 PHONE: 1- 800 - 909 -3677 INLET SEDIMENT PROTECTION (AFTER PAVING) NOT TO SCALE NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. u Op0 R E.�'xSjx�O �Ty o CQ,� � SOi o O o „elan R = 25" MIN. —' B °� 12" MIN. DEPTH (6 "MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPACES!\ N F TO FOR RESIDENTIAL SINGLE FAMILY LOTS) 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 oz BURY BOTTOM GROUND SURFACE OF FILTER MATERIAL IN 8"x12" TRENCH fi 2 "x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) FILTER FABRIC MATERIAL PROVIDE WASHED GRAVEL T BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8�r'IN. THE SURFACE O I in BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL (DR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Woks APPROVAL REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 0 I GJM 2 N PER CITY MARK —UP PROVIDE WASHED GRAVEL T BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8�r'IN. THE SURFACE O I in BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL (DR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Woks APPROVAL REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK - -UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM JOB NUMBER 8115 U ? L C, s � Q w Lu � � Y U 41 CL W CL I: T O C) U 5 � z a o� v �) am m ,R �J Z�rr 'Y 7d �u� v a � � O N V+ � v of a� a C � 0 V ti 'O^ u� V) J W Q rV W E-- DATE 4 -10 -14 TP3 IL' 15BASF -4. OF 2Z Y_ INTERSECTION BERRY VALLEY DR. & LONGMIRE ST. S.E. CONSTRUCTION NOTES iO 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. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RSI. ® 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 ® 2.09 SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 9O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. f0 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. z I' W W Ito A, i v � w i RIVER RUN APARTMENTS NE 114, SE 1/4, SEC 24, TWN.17 N., RNG. 1 E., W.M. PROPOSED INRL7RA7ION TRENCH (SEE SHEET R4.) 6od �1 6' DE FCATIO PROPOSED 9> S ED S' i L CONCRETE SIDEWALK PROPOSED STREET LIGHT 2 LOCATION - _ n 346 - ' (TYP.) COP R3 _ _ -__. 346- r 346 A µ a 3as 4z '( ) - - M n s 346- -.- 27 / CRETE SIDEWAL�9 F 12AD N -12 O 3.06X PROPOSED 5� /f20L 45.75 I-z i (P 60 i STA. 1 +96.05 = _ _ TW= 346.00 • r FL INTERSECTION ALIGNMENT "A" & � X WA SIDS f j _ ALIGNMENT "B" ' ds4 I 345,1)5 - TW= 348.00 zl i i -� ` - -- FLOW DIRECTION-ARROW (TYP) �OL 2'I S - SEWER, NB -. - -- X46- STA 1 +96.05 -. -- 1 ____ - -___ RIM�345.62 r i - -_ -_.R - 20' TYR it i dy °'�� - 00 d LL.'r342Q(121NE) I _ TW= 348.50 ' ■ Md dyti W/1NLET GRAZE - _ - -_ ___ S _ - ���` -� -- __348" y�j n i/ g�(e dyad 4600 Y PROPOSED' i �� - - - -- - -- APARTMENIT Y 6 BUILDING ° "A" r-95' FRONT YARD a Lj APPROX. i wo SET BACK td FLOW ARROW TYP. F.F.= 346.50 h 346.66 M.z ci` U / / O 1 / W 41 _348 1 PROPOSED 4' 10 CONCRETE SIDEWALK r i -- - ------ - o° — — M d '/ ! I� pi ``,•�. .._.___ -. - F - -_ —__. ..348- __ - - -. ___. ALIGNMENT A' HoRPLANGIVIEW D 350 PROPERTY LINE DATE R/W LINE —R7 W— '- - - - EASEMENT LINE to PROPOSED STORM CATCH BASIN -� PROPOSED STORM LINE PER CITY MARK -UP ' PROPOSED SIDEWALK > PROPOSED CONTOUR EXISTING CONTOUR - -- - - -' EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE L D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE Li m oi I O Wm m n PROPOSED GRADE EXISTING POWER POLE 11 EXISTING WATER GATE VALVE ' EXISTING FIRE HYDRANT EXISTING WATER MAIN z PROPOSED TOP OF PAVING SPOT ELEVATION xY 0.00 w II PE OF DRIVE, vl c, 348 m w EXISTING GRADE 0 oc Lee -- _ _. I' - - . _.CL OF DRIVE. - _. TYPE' 1 _ +98.05 �' :STA. 45.62 '426 1 ET O2ATEI 346 -- - - -_. .00 %_.. 344 '.. 8" WATER 4I' WATER j j CROSSING J ROSSINC EX' o 342 10" WATER CROSSING - P - -- - - -_ -- _. CWATERJ -___ - - - SING__ R � 340 1 II - _. EX 4" SEWER) CROSSING UP +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' APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: .347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P, 4! PROPERTY LINE DATE R/W LINE —R7 W— '- - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN -� PROPOSED STORM LINE PER CITY MARK -UP PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - -- - - -' EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE L D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN O EXISTING CATCH BASIN EXISTING POWER POLE 11 EXISTING WATER GATE VALVE ' EXISTING FIRE HYDRANT EXISTING WATER MAIN �y 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION xY 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM 'Q N z O U S` z, 3 ", i x T�CX +w�� F AL t -' JUb NUMHLk 8115 O W c� � n- � �l W U Z W � U � Ir; o v v 0 z w r a c� ,n U ri � of �Q I m >�r co r wv- r. gO N C of Q 'Q N z O U S` z, 3 ", w I,r w �L1 w O CL Z� J Q Q CL DATE 4 -10 -14 DRAWING NO R1 8115BASE BEET` GF22 IT] .� r • l r �1 O 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 RS7. OCONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSi. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). Oj CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING 0 2.0% SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. gO 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 (® 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSi. RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG 1 E., W.M. APPROX. n F.F.= 346.,50 r• ►� �� r : i �r. r r • 352 350 348 346 -.. c. p WATER 344 I QQQ CROSSING 1 WATER J _ CROSSING SSING N I \ OF DRIVE OE GRADE X ING -2.00% L` 4 WATER CROSSING 342. 340. -. CB TYPE I .. STA:1 +96.05 RIN- 345.62 LE=342.62(121NE) W/INLET GRATE 338 _ _... 334 BUILDING "B° APPROX. F.F.—,344,00 i II it _ III I II I I I PROPOSED GRADE ® n - wa(N�12) p 306X I }" WATER. CROSSING i rn N P, q! ALIGNMENT AB° DESCRIPTION O c0 PLAN VIEW M 7 �O HORIZONTAL SCALE: 7-=10' o t\ O rn F rn rn rn rn M rn 0 M � d' PROPOSED SIDEWALK d > d' _ � w D I h � v � r by v to o N In N 'O 346 -.. c. p WATER 344 I QQQ CROSSING 1 WATER J _ CROSSING SSING N I \ OF DRIVE OE GRADE X ING -2.00% L` 4 WATER CROSSING 342. 340. -. CB TYPE I .. STA:1 +96.05 RIN- 345.62 LE=342.62(121NE) W/INLET GRATE 338 _ _... 334 BUILDING "B° APPROX. F.F.—,344,00 i II it _ III I II I I I PROPOSED GRADE ® n - wa(N�12) p 306X I }" WATER. CROSSING i rn N P, q! N W^ DESCRIPTION O c0 RIW LINE M 7 �O W N h t\ O rn r rn rn rn rn M rn 0 M � d' PROPOSED SIDEWALK d > d' rn O 456 - -- N O w rn Ln r U1 f� to o N In N 'O rn rn Q M r M 0 ¢' EXISTING STORM MANHOLE D D EXISTING STORM MAIN '. EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN t ; EXISTING POWER POLE VI EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION _ 0.00 EXISTING TOP OF PAVING SPOT ELEVATION 0 +00 0 +10 0 +2() 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 ALIGNMENT °B° PRORLE VIEW HORIZONTAL SCALE. 1"=10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 4"R CROSSING 4" jWAYER CROSSING j CIBI2 TYPE I STA0+59.49 ROM - 341.95 ti APPROVED FOR CONSTRUCTION BY: DATE: Dicecror of Public Wodca APPROVAL EXPIRES: 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 REVISION BLOCK P, q! PROPERTY LINE DESCRIPTION --RfW— RIW LINE LE,338.95(12 SW&NN WIINLET GRATE - - - - EASEMENT LINE 2 ■ PROPOSED STORM CATCH BASIN O — PROPOSED STORM LINE h 0- PROPOSED LIGHT POLE m M � M PROPOSED SIDEWALK I i > M 456 - -- PROPOSED CONTOUR w 1 +20 1 +30 w .+ EXISTING CONTOUR o -- EXISTING EDGE OF PAVEMENT Q ��I U �D EXISTING STORM MANHOLE D D EXISTING STORM MAIN '. EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN t ; EXISTING POWER POLE VI EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT - EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION _ 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 LE,338.95(12 SW&NN WIINLET GRATE PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP O c - z 0 O 0 M M I i > M r7 M 1 +20 1 +30 1 +40 1 +50 1 +6C 1 +70 REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM c - z Fs > 4 JOB NUMHrR C LJ S r) r) VI T rc) U W Q m W m Q LI Z 0 co CCWW n r� I v v n v> N v m v, Q C � s 0 c o ti O ~ C�J p� N r/yD Q).J s �1 v V ) II M �W Iz � W rz � v J Q Q J DATE 4 -10 -14 R2 11 8115BASE -:HEFT -I,- OF 2, a115 J c - z Fs > Q 0 z s Q ��I C LJ S r) r) VI T rc) U W Q m W m Q LI Z 0 co CCWW n r� I v v n v> N v m v, Q C � s 0 c o ti O ~ C�J p� N r/yD Q).J s �1 v V ) II M �W Iz � W rz � v J Q Q J DATE 4 -10 -14 R2 11 8115BASE -:HEFT -I,- OF 2, 6 DEDICATION / / M " JMP54EIt e 342.41 Pip -•n`� O�A X {�/ O r Wg / CONSTRUCTION NOTES OCONTRACTOR 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. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS7. 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 I AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O CONTRACTOR AREA W7APPROPRIATE CONSTRUCT TRIPPING O 2.0% SLOPEC(MAX.)A DELINEATION ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER. ADA REQUIREMENTS) ORBITS AS SHOWN AND PER DETAIL ON SHEET RS7. W SIDEWALK - -15' FRONT YARD SET BACK I NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 346 344 342 340 338 161611 334 I Col RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. APPROVED FOR CONSTRUCTION BY: DATE:_ Director oCPobllc Woks APPROVAL EXPIRES: co 7LF 6•ADS(N -12) ROOF RIM -342.4 DRAIN O 0.50% (MIN.}' ro TYPE LE =341.00(6) RIM =342.4 121LF 6 "ADS(N -12) ROOF DRAIN O 0.50% (MIN.) �' RIMffi3424� LE= 340.35(6) --------------------------------- 342_________________________ _ ___----------------- _____ I.E- 340.50(6) ___ _ _______ _ _____ --------------------------- _____________ _ _ 10.00' -- , , d i ' , 0.00' o y o ¢ / SCALE: 1 " =10' 0 5 10 20 342. 0 342. 4 L O 0.561[` E.= 338.95(12$WANII) FLOW ARROW TYP. [ �� W�INLET ORATE �� 1 +00 24• O 1+ 17 342.53 ' SAry� \STA. 0+59.49= RIM-3426 - �_ INTERSECTION ALIGNMENT "C' IE. =3101 cQ & ALIGNMENT "B" RIM- 34104 8LF�6•ADS(N -12) ROOF -gmr fi ADS(N -12) ROOF LE-339. (6- —W - - DRAIN O 0.60% (MIN.) 1201E 12• (N -12) O 3.06% ry- - - / - 3q3 / __________ � 343.15 % o VDA2 E 40 4LF 6•ADS(N -12) ROOF_ � RIM -343. VFRPI AI DATUM 9 o DRAIN 0D50 %(MIN.) - - -- LE -339. 1(8) THL "1UNTY i NGVD 29 k RIM=34.1 I BM: 1252 �b - ° PROPOSED LE.= 339.7 5(6) 1' m CASED CONCRETE MONUMENT WITH BRASS "342 a N •i APARTMENT - I 12 CAP ®INTERSECTION OF HELM AVE & 7AHOMA OLUD. —Q < BUILDING °B" _ I ELEV.- 347.21 34319 - - -_ - __D FPPR3 4.00 ' CONTOUR INTERVAL =2' SU Y TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ALIGNMENT 'C' w PLAN VIEW HORIZONTAL SCALE: 1 =10 LEGEND 0 r R,/W - -- c0 O EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE + PROPOSED LIGHT POLE GJM PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR - EXISTING CONTOUR - -- O +14 EXISTING STORM MANHOLE c0 EXISTING STORM MAIN r N r m W M m i EXISTING WATER GATE VALVE N EXISTING FIRE HYDRANT i/ EXISTING WATER MAIN 0.00 < EXISTING TOP OF PAVING SPOT ELEVATION / 4 R -- - o ci c L41.80 , X {�/ O r Wg / CONSTRUCTION NOTES OCONTRACTOR 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. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS7. 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 I AS SHOWN AND PER DETAIL ON SHEET RS2. © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O CONTRACTOR AREA W7APPROPRIATE CONSTRUCT TRIPPING O 2.0% SLOPEC(MAX.)A DELINEATION ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.3% MAX PER. ADA REQUIREMENTS) ORBITS AS SHOWN AND PER DETAIL ON SHEET RS7. W SIDEWALK - -15' FRONT YARD SET BACK I NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 346 344 342 340 338 161611 334 I Col RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. APPROVED FOR CONSTRUCTION BY: DATE:_ Director oCPobllc Woks APPROVAL EXPIRES: co 7LF 6•ADS(N -12) ROOF RIM -342.4 DRAIN O 0.50% (MIN.}' ro TYPE LE =341.00(6) RIM =342.4 121LF 6 "ADS(N -12) ROOF DRAIN O 0.50% (MIN.) �' RIMffi3424� LE= 340.35(6) --------------------------------- 342_________________________ _ ___----------------- _____ I.E- 340.50(6) ___ _ _______ _ _____ --------------------------- _____________ _ _ 10.00' -- , , d i ' , 0.00' o y o ¢ / SCALE: 1 " =10' 0 5 10 20 342. 0 342. 4 L O 0.561[` E.= 338.95(12$WANII) FLOW ARROW TYP. [ �� W�INLET ORATE �� 1 +00 24• O 1+ 17 342.53 ' SAry� \STA. 0+59.49= RIM-3426 - �_ INTERSECTION ALIGNMENT "C' IE. =3101 cQ & ALIGNMENT "B" RIM- 34104 8LF�6•ADS(N -12) ROOF -gmr fi ADS(N -12) ROOF LE-339. (6- —W - - DRAIN O 0.60% (MIN.) 1201E 12• (N -12) O 3.06% ry- - - / - 3q3 / __________ � 343.15 % o VDA2 E 40 4LF 6•ADS(N -12) ROOF_ � RIM -343. VFRPI AI DATUM 9 o DRAIN 0D50 %(MIN.) - - -- LE -339. 1(8) THL "1UNTY i NGVD 29 k RIM=34.1 I BM: 1252 �b - ° PROPOSED LE.= 339.7 5(6) 1' m CASED CONCRETE MONUMENT WITH BRASS "342 a N •i APARTMENT - I 12 CAP ®INTERSECTION OF HELM AVE & 7AHOMA OLUD. —Q < BUILDING °B" _ I ELEV.- 347.21 34319 - - -_ - __D FPPR3 4.00 ' CONTOUR INTERVAL =2' SU Y TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ALIGNMENT 'C' w PLAN VIEW HORIZONTAL SCALE: 1 =10 LEGEND 0 r R,/W - -- c0 O EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE + PROPOSED LIGHT POLE GJM PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR - EXISTING CONTOUR - -- O OD EXISTING STORM MANHOLE c0 EXISTING STORM MAIN r N r m W M m M O EXISTING WATER GATE VALVE N EXISTING FIRE HYDRANT W EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00.00 EXISTING TOP OF PAVING SPOT ELEVATION 4 R o ci c r%> 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 1 +40 1 +50 1 +60 1 +70 1 +77 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1"=70' VERTICAL SCALE: 1 " =2' —Pf; - PROPERTY LINE R,/W - -- R/W LINE - - - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE + PROPOSED LIGHT POLE GJM PROPOSED SIDEWALK -- -456 - -- PROPOSED CONTOUR - EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE 1.1 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 00.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 7 1-22 -14 PER CITY MARK -UP GJM 2 3 -19 -74 PER CITY MARK -UP GJM _ � 1 's -J,� 3 MIDy X44 .pF NAgti,, 00 I III P 64'4 ss! SA .0 Z R O ip 1 17 (J U) Y Ol L� m lip Y -� � U Q d S z [y ov,� I-eC3 o co V Vwi r - I v r V � N V, m Qr c U Z� O'^ cc c�f) 4 v V ) wr \ Lid V w w 1 °°°,Ill O Z ct I W CL CZ � J .Q Q J DATE 4- 10- 14 DRAWING N( 811513ASF HET7 w I v � Q _ � 1 's C; Iii ? � s U 4 R o ci c .0 Z R O ip 1 17 (J U) Y Ol L� m lip Y -� � U Q d S z [y ov,� I-eC3 o co V Vwi r - I v r V � N V, m Qr c U Z� O'^ cc c�f) 4 v V ) wr \ Lid V w w 1 °°°,Ill O Z ct I W CL CZ � J .Q Q J DATE 4- 10- 14 DRAWING N( 811513ASF HET7 NOTE: $� k -� k K- L .b. ♦ A F E F 1 � I E .1 1 I ! CONSTRUCTION NOTES OCONTRACTOR 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 F40.75 -20 ON SHEET FR. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ALONG FRONTAGE OF PROJECT AS SHOWN AND PER DETAIL ON SHEET RS1. 40 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.). O CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING O 2.07 SL,, L (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RSi. O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (9 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. i1 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE. PIPE 0 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 12 CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERF. PIPE 0 0.009 FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS1. 13 CONTRACTOR TO INSTALL AQUA -SWIRL (MODEL AS -2 CFO) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 14 CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. CONTRACTOR TO CONSTRUCT 6' HIGH SOLID BOARD FENCE AND 20' DOUBLE SWING CATE AS SHOWN AND PER DETAIL ON SHEET RS2. ra I �l I 1 3 0 U O v n b�. ^J RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E, W.M. SWELL PLAN \ ff \ E E E t E f f t E E E E E I E E E E E E E E PgOPQSE E "1 1 5' CON( i RIM- 345.69 I.E.- 336.3S(12 -NE) WAOUD LOCKING LID CONSTRUCT 561E X 4' DEEP X 10' WIDE INFLTRATION TRENCH WITH 12' PERF. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. LL 1- 800 - 424 -5555 BEFORE YOU DIG. V/iER STRIP SIDEWALK O i 1 i D 6' DEDICATION / BLF,,,12•ADS(N -12) O 1.50X - -- TYPE 7j 14 1 CB TYPE I j K .94 STA:0+74.B0 H2f0 � RIM - 341.78 L� .'. ".. -' I.E- 338.54(12'NEB:SW) I.E- 338.82(12'7/9 ? W /SOLID LOCKING LID (FLOW SPUTTER) RIM -34242 LF_- 33&36(12'NE&SW9 W /SOLID LOCKING LID STORM TRENCH HOR,PLANGVIEW D I.E= 338.47(12- NE&SB9 W /SOUO LOCKING UD 6LF 12- ADS(N -12) O 1.23X O 1.23X 4o-. III tea. I � O 3 AA (J. I `91 ILFLOW CB TTIi U O 0.59X STA: 1 +02 DU�vTFSTER PAD. AREA • 342 V TYP. I.E- 33&71(12- NE&SN) W/)NLET GRATE 348 - 14 - R7`W R/W LINE 2' MIN. NATIVE -/C EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT SOIL PROPOSED SANITARY SEWER MANHOLE PROPOSED SEWER MAIN PROPOSED SANITARY SEWER STUB 1' s '.l + e 4 314" - 1 -112" INSTALL FILTER FABRIC r WASHED ROCK ALONG TOP AND SIDES * (NO PANES) OF TRENCH 140N PROPOSED SIDEWALK .- 1,5' MIRAH OR EQUAL. - 456 - -- PROPOSED CONTOUR -. W�SOUO LOCKINd UD PROPOSED GRADE 07 !. EXISTING EDGE OF PAVEMENT ' y�c 12" ADS(N -_72) D 0 EXISTING STORM MAIN PERFORATEED PIPE EXISTING SANITARY SEWER MANHOLE 0 0.009 SLOPE NATIVE _g• 346 IP SOIL -'' - - AQUA SWIRL 1a' INFILTRATION TRENCH DETAIL N.T.S. LL 1- 800 - 424 -5555 BEFORE YOU DIG. V/iER STRIP SIDEWALK O i 1 i D 6' DEDICATION / BLF,,,12•ADS(N -12) O 1.50X - -- TYPE 7j 14 1 CB TYPE I j K .94 STA:0+74.B0 H2f0 � RIM - 341.78 L� .'. ".. -' I.E- 338.54(12'NEB:SW) I.E- 338.82(12'7/9 ? W /SOLID LOCKING LID (FLOW SPUTTER) RIM -34242 LF_- 33&36(12'NE&SW9 W /SOLID LOCKING LID STORM TRENCH HOR,PLANGVIEW D I.E= 338.47(12- NE&SB9 W /SOUO LOCKING UD 6LF 12- ADS(N -12) O 1.23X O 1.23X 4o-. III tea. I � O 3 AA (J. I `91 ILFLOW CB TTIi U O 0.59X STA: 1 +02 DU�vTFSTER PAD. AREA • 342 V TYP. I.E- 33&71(12- NE&SN) W/)NLET GRATE 348 - 14 - R7`W R/W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT STA:O+ 02 PROPOSED SANITARY SEWER MANHOLE PROPOSED SEWER MAIN PROPOSED SANITARY SEWER STUB • RIM =345.69 ■ PROPOSED STORM CATCH BASIN PROPOSED STORM MAIN - PROPOSED STORM STUB LE- 33&&12 -N�`) PROPOSED SIDEWALK PROPOSED SHOULDER - 456 - -- PROPOSED CONTOUR -. W�SOUO LOCKINd UD PROPOSED GRADE 07 !. EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D 0 EXISTING STORM MAIN q OF DRIVE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN 346 IP -- NG -GRADE ® - i EXISTING -'' - - AQUA SWIRL OF DRIVE 14 TYPE STA:0+57.B0 STA:O+Bf.52 RIM- 343.32 RIA1- 34242 6E- 338.47(12'WE&SW9 '., I.E.- 33B.35(121I'IE&SVO WASOUD LOCKING LID WASOUD LOCKING UO GB TYPE 1 14 344 �,. _.. - .. _ _ _.. _ ST, : 0+67.94 RIM -34210 5.00% W/1NLET ET GRATE 1 I o I'. CONSTRUCT 561E X 4' DEEP X 10'. WIDE INFILTRATION TRENCH 0.89% 342 I -. i -_- WITH -12' PERF. PIPE AS SHORN _. AND PER DETAILS ON THIS . SHEET 340li 28LF- 12ADS(N -,,12) O a57X F 56L f2'ADS(N -f2) PERF. PIPE O 0.00X - - - - 338 i 77/ CB TYPE 1 4 S A:0+74.80 RIM- 341.75 336 II' (FLOW SPUTTER) � 8LF 12- ADS(N -12) O 1.5OX BLF 12 ADS(N -12) O 1.23X 334 8LF 12'AD N -12 O 1.50% N i N m O O m O v O n I N c0 O u7 O 0 a s a a v v v Z o c N N � M� r'I � M M NI M M M M M M� M r•) M� a M M 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' RIM- 341.63 6E- 338.7O(f2?VE&SW) WAINLET GRATE E E APPROVED FOR CONSTRUCTION BY: DATE: Director ufPublic Wurke APPROVAL EXPIRES: SCALE: I " =70' 0 5 10 20 4 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'f PROPERTY LINE - R7`W R/W LINE - - - - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT 0 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 -. EXISTING CONTOUR - -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D 0 EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ".S EXISTING POWER POLE hl EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPDON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -74 PER CITY MARK -UP GJM y.Mll OB NUMBER B115 c7 J O tY z �I w ° o z fr Lfl (r ¢ L 0 r, �i U) Z W o � 7 MI U q1 ¢rn m is <<rr ZOO o co O v Q <n Q4e cd Y � Q p U OVI co r. to v 2W J O v J CL `` DATE._ 4 -10 -14 R4 DRAWING N( 8115BASF STIFF 9 Of 2 STANDARD SPECIFICATIONS DESIGN DETAIL, t('ORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "STANDARD PECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION-, THE "APWA CONSTRUCTION", 'DIVISION ONE", AND ME "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL N M NT5 TO PUBLIC WORKS A ALL WRITTEN AND PROMULGATED BY THE WASHINGTON STATE CHAPTER OF WE AMERICAN CSOCIATION AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT WHERE THESE STANDARDS PROVIDE OTHERWISE THE FOLLOWING SPECIFICATIONS SHALL BE APPLICABLE WHEN PERTINENT, WHEN SPECIFICALLY CITED IN THE STANDARDS, OR WHEN REQUIRED BY A HIGHER FUNDING AUTHORITY. A. CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S WATER SYSTEM PLAN. I B, CONDITIONS AND STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S COMPREHENSIVE ANITARY SEWER PLAN. C. CONDITIONS A D STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE CITY OF YELM'S COMPREHENSIVE LAN, D. RULES AND R GULATIONS AS ADOPTED IN THE YELM MUNICIPAL CODE E CONDITIONS AryD STANDARDS AS SET FORTH IN THE THURSTON COUNTY COORDINATED WATER SYSTEM PLAN, JANUARY 1,986. F. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, LATEST EDITION. MORE COMMONLY KNOWN AS THE "AASHTO GREEN ROCK". G CRITERIA SET FORTH IN THE LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. H. CITY AND COUNTY DESIGN STANDARDS FOR ME CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND COLLECTOR ROAD PROMULGATED BY THE CITY ENGINEERS ASSOCIATION OF WASHINGTON, MAY 24, 1989 7 ,i I. CONDITIONS AN ) STANDARDS AS SET F ORiH IN THE WSOOT DESIGN MANUAL AS AMENDED MENDED AND APPROVED i BY WSDOT flF J 0 S DEPARTME EFT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED), AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. K DDT CONSTRU VON MANUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. L RULES AND RE ULATIONS OF THE STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS PUBLISHED BY Tl STATE DEPARTMENT OF HEALTH. RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWNe17 N., RNG. 1 E., W.M. SWELL PLAN aouece MM elnmAUa.e ._. DUMP NO WASTE 0 37 2 "+ - M. CONDITIONS At 0 STANDARDS AS SET FORTH IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY DRAIN `l "CRITERIA FOR SE AGE WORKS DESIGN", MOST CURRENT EDITION. TO N. CONDITIONS A D STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES 0 DESIGN CRIPER OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAHOUSING ADMINISTRATON. (STREAM, L A K r I RIVER, V E TL A V D \ R OTHER SPECIFI ATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM. NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH, FF111IL1 1111, — — CH BASIN STENCIL a ors. �– ma r_ :EL c `+I AZI . � I CGdPA,T M1ldJ IL,; FAIITFL I LAI F MARKIN6 ( refa H� � III To `11111 _ �,, .m .,...o. �� -- .,� -ii I- \ n m�bn mFnmm K f wa� FI,T, 1 ; UHE (, r. I VO -_„� — g m � ttPEt C omwe ew. F 1` R I , F , •i� LrIE 1 - nF1FIN 1,r - relOOL a '"ei - OF 4 F7 AI lJ l 1�I -1 1 � oLI GRAIL 5 F If I I M,T allo _. mu1L TR vFFIi II -f I II '.,- IT A, mT' T, ., FLT: TL urle FE I illsff _ ' IFL1. v1 FIvII1(S J Ilf; l,l ILLL `TUP L, A TI OLLI 11 L _r L I(F EEk 1PI or 1 OF D rF — I 1L u: ILVnea Ira1F� A I'll c RE,. ) I ,11161 L rA,J_ ©R f, FlHd, I IANY1,41 jul AT 1` MIN. INSTALL 6W X 4'D INFILTRATION DESCRIPTION TRENCH W 16° PERT PIPE ®S = 0.09, AND N, FILLED WITH WASHED ROCK SEE DETAIL I' BELOW. TO BE INSTALLED AT TIME OF I'll Llj� a I11 n J.:L IF L vua: PISIAl Plan View GJM ]NT'ILL L a L 111 'FA : FN7 0 -79, PASSING #200 SIEVE , r tld .RII tl Ypbl IN ,P._ II 11 I UIF1 HIT: f I x 1t, 1 1111 cr reF 12 U.I eallalcla aball be,local a coral amnP r ..dI-0T U r OI TIFF M I a o I.1 e w x u r IFEF FII RLP f F !'UF71 Ic WOEkJ IF uP ln cL ,L o F a u o 1 NIT olrl ; - - W Inalvemer111oeling by malnbnann ti. 1IITrrJr »1: MIEN 1 CfA,AF', LIL F .Le vehlples 1'1, , IIL_Il IN 1 I MI IN RL TIC, v "I'Li; Of 2 J "FG r IN "C111,1 " ru 17 .ra,:Fill `ICE 1TI1:f L1N1 FLT: TL urle FE I illsff _ ' IFL1. v1 FIvII1(S J Ilf; l,l ILLL `TUP L, A TI OLLI 11 L _r L I(F EEk 1PI or 1 OF D rF — I 1L u: ILVnea Ira1F� A I'll c RE,. ) I ,11161 L rA,J_ ©R f, FlHd, I IANY1,41 jul AT Ij a, n,... ° ... PNIAM (c' 1` MIN. INSTALL 6W X 4'D INFILTRATION DESCRIPTION TRENCH W 16° PERT PIPE ®S = 0.09, AND N, FILLED WITH WASHED ROCK SEE DETAIL 1007 PASSING 6" SIEVE BELOW. TO BE INSTALLED AT TIME OF I'll Llj� a I11 n J.:L IF L vua: PISIAl Plan View GJM ]NT'ILL L a L 111 'FA : FN7 0 -79, PASSING #200 SIEVE , r tld .RII tl Ypbl IN ,P._ II 11 I UIF1 HIT: f I x 1t, 1 1111 cr reF 12 U.I eallalcla aball be,local a coral amnP r ..dI-0T U r OI TIFF M I a ser(P) In dank areas to,rev nl JIL n II 1 I.1 e w x u r IFEF FII RLP f F !'UF71 Ic WOEkJ IF uP ln cL ,L o F a u o 1 NIT olrl ; - - W Inalvemer111oeling by malnbnann ti. 1IITrrJr »1: MIEN 1 CfA,AF', LIL F .Le vehlples 1'1, , IIL_Il IN 1 I MI IN RL TIC, v "I'Li; Of 2 J "FG r IN "C111,1 " ru 17 .ra,:Fill `ICE Ij a, n,... ° ... PNIAM (c' Xr - matxcEpYslam,rw_Pri. AWrI FreaNenlFbv: 1.1 d5 is bLmmt RU o. RI Masse ae acm inalow aaua Lion! peclnoboa rt. one Site Plan forachun ayetm, ormtetion 12 3/4 Octzg m TIE 11 A i J x� p'l ITAL L`2 "MIN. COMPACTED DEPTH CL ASPHALT CONE. PAVEMENT. 2'MIN COMPACTED DEPTH CRUSHED SURFACING (5 /e" MINUS). B' BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. TS. Manhole Forme Cover by Manu'. (see oeml0 Pipe muping by Contractor. 12" long SNbau! by Manufacturer. 1` MIN. INSTALL 6W X 4'D INFILTRATION DESCRIPTION TRENCH W 16° PERT PIPE ®S = 0.09, AND N, FILLED WITH WASHED ROCK SEE DETAIL 1007 PASSING 6" SIEVE BELOW. TO BE INSTALLED AT TIME OF I'll Llj� a I11 n J.:L IF L vua: PISIAl Plan View GJM ]NT'ILL L a L 111 'FA : FN7 0 -79, PASSING #200 SIEVE , r tld .RII tl Ypbl IN ,P._ II 11 I UIF1 HIT: f I CAT� 1 1111 cr reF 12 U.I eallalcla aball be,local a coral amnP r ..dI-0T U r OI TIFF M I a ser(P) In dank areas to,rev nl JIL n II 1 I.1 e w x u r IFEF FII RLP f F !'UF71 Ic WOEkJ IF uP ED cL ,L o F a u o 1 NIT olrl ; - - W Inalvemer111oeling by malnbnann - -rr 1IITrrJr »1: MIEN 1 CfA,AF', LIL F .Le vehlples 1'1, , IIL_Il IN 1 I MI IN RL TIC, v "I'Li; Of 2 J "FG r IN "C111,1 " ru 17 .ra,:Fill `ICE 1TI1:f L1N1 Ir. IN F \I L .n L LJ 11HI1 F I2 1- p'NU C. .. IN LEIII IP 1 +.,1 1 1<u nn. lit 11 Iu1I»J, Ir, ]rrdL I A_NFFT, ILI 11 1 11, rLEIIII T11L . t �l LFHI, 11,1I I I nee 111111. -- oc Omll et Yran NOTE CHILL 1- 800 - 424 -5555 BEFORE YOU DIG. Xr - matxcEpYslam,rw_Pri. AWrI FreaNenlFbv: 1.1 d5 is bLmmt RU o. RI Masse ae acm inalow aaua Lion! peclnoboa rt. one Site Plan forachun ayetm, ormtetion 12 3/4 Octzg m TIE 11 A i J x� p'l ITAL L`2 "MIN. COMPACTED DEPTH CL ASPHALT CONE. PAVEMENT. 2'MIN COMPACTED DEPTH CRUSHED SURFACING (5 /e" MINUS). B' BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. TS. Manhole Forme Cover by Manu'. (see oeml0 Pipe muping by Contractor. 12" long SNbau! by Manufacturer. Rim elevral [0 nuM OnSbn grate. HOPE risers ran be III cue by Coobral TYPICAL BUILDING INFILTRATION TRENCH. NO. INSTALL 6W X 4'D INFILTRATION DESCRIPTION TRENCH W 16° PERT PIPE ®S = 0.09, AND '-Alrnm FILLED WITH WASHED ROCK SEE DETAIL 1007 PASSING 6" SIEVE BELOW. TO BE INSTALLED AT TIME OF 80 -1009 PASSING 4" SIEVE song Plan View GJM 0 -2% PASSING I" SIEVE D.S. (TYP.)7 �CLEANOUT 0 -79, PASSING #200 SIEVE , 1.e11 . ! kl �.n. N CAT� TIIL)iuhlll LIr_1e 12 U.I eallalcla aball be,local a coral amnP r ..dI-0T I a ser(P) In dank areas to,rev nl r ur: CJ IF uP ED W r W Inalvemer111oeling by malnbnann - -rr r F .Le vehlples LEE Of 2 j 1 Lcu \I .. LINLRIn I, I EMAIL and LEIII IP 1 +.,1 1 1<u nn. lit MAT 1 r 1 IL FAIL, e .3, . t �l LFHI, 11,1I I I nee 111111. -- I v 1 1 lit. I c:FUUu l ;: 1 Ilt I 1:Ir Fe I III 1 1 !'_J r .nn Ervt 1 r1V,' I- – -.. 111 1 ,11 61 Ll lit. L 1111 Manhole Frame B fgvo petal m�wnrtmM FpMn-T ArC0nN n 6 Section A -A Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail Rim elevral [0 nuM OnSbn grate. HOPE risers ran be III cue by Coobral TYPICAL BUILDING INFILTRATION TRENCH. NO. INSTALL 6W X 4'D INFILTRATION DESCRIPTION TRENCH W 16° PERT PIPE ®S = 0.09, AND (WASHED ROCK SPEClFlCA DONS FILLED WITH WASHED ROCK SEE DETAIL 1007 PASSING 6" SIEVE BELOW. TO BE INSTALLED AT TIME OF 80 -1009 PASSING 4" SIEVE IBUILDING CONSTRUCTION. 0 -109 PASSING 1.5" SIEVE GJM 0 -2% PASSING I" SIEVE D.S. (TYP.)7 �CLEANOUT 0 -79, PASSING #200 SIEVE BUILDING INSTALL TEMPORARY MIRAFI SILT FENCE fi " A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT' ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 0.5' MIN. 6 GROUND PROFILE \\ GUTTER DEBRISy alclelc nL Ir�141E31 SCREEN _8" 0 PERT. PIPE a S =0.0% 'WRAP ENTIRE TRENCH WITH BUILDING j FILTER FABRIC (GEOTEX 801 1.67' OR APPROVED EQUAL). 1 DOWNSPOUT — SHED ROCK SECTION —APMT BLDG. APMT BLDG. 4' J L_ GROUND PROFILE L- 8" 0 PERFORATED PIPE C -� CLEANOUT PIPE ® S =0.09, SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS Sh'ENOTE: WASHED ROCK TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. N CARSON TYPICAL INFILrRAT10N N o 1ATES TRENCH FOR APARTMIENT BUILDINGS 4401 South 66- Street wrt 07.29.03 ' NJ S Q �$TAND�Rp NO. 240 Tacoma, Washington 98409 nI� wue 253 474 -7404 a \oM on",0.ason\eooslama\]aI It AND ASSOCIATES CONCRETE SIDEWALK DETAIL land bwyee & c,yM..w, Jr. 4 spry CARSON 4401 South 66M Streef m mfr' Oa.Oa.Ot'N.i.S STANDARD NO. 115 I", ", Washington 98409 sae n���� (253) 474 -3404 Ian, "rc.mu]na „ AND ASSOCIATES z & dr.. EXTRUDED CONCRETE CURB DETAIL 910401 5f1F Nm 01 .LS. I sT�AN�DOAFDaNO °RD NO. 1122 °o, nn„paam�a „,or -P APPROVED FOR CONSTRUCTION BY: — _DATE: Dfrectur of Public WOdIs APPROVAL EXPIRES:---_ _ ITIN 111L FAILIAIL, 1 .111 iNT lrl TILL AI II 441E IF V I:rl II [IE T NNI., c 1 F 1 r :r ,[ Ili rill 41FTM IMr Icnt:[ di IT Ji 1, 0� I. la I Ltl I tii I I,[ � LI 11 _ IFFNI 7 T AT F F ,TI If v,IL III ILI IT e. I I r e1 nA 1 11 1 14 HOUSE INFILTRATION TRENCH NOTES. I ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED, 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 201 DISPERSAL TRENCH W /6" PERF. PIPE 9 S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPECIFlCADONS It BELOW. TYPICAL ALL LOTS. TO BE 100% PASSING 6' SIEVE INSTALLED AT TIME OF BUILDING 80 -100% PASSING 4' SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0 -10" PASSING 15" SIEVE D.S. (TYP.) /Y__ CLEANOUT 0 -2% PASSING 7" SIEVE 0 -1% PASSING ¢'200 SIEVE TYPICAL IC, HOME "INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM GRAIN SEDIMENTATION. 0.5 MIN GROUND PROFILE — 3' —I ndl, -1111 Bl "" GUTTER DEBRIS �scREEN W1. 0 PERF PIPE S =00% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING IL OR APPROVED EQUAL). DOWNSPOUT HED ROCK a�ECTI� 10' MIN. 20' / 3” GROUND PROFILE L C J 6�RERFORATED 4" PIPE CLEANOUT PI .- SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, LARSON TYPICAL INFILTRATION AND AssocrATES TRENCH FOR A PARKING GARAGE Inel 4401 Sav th 66m Street nmsm = "... CARSON Tacoma, Washington 98409 nPwp Ni.S. Q STANDARD NO, 240 253 474 -]404 \p[TNN`EV.. \I..o O1c.. REVISION BLOCK NO. 1 art w. DESCRIPTION BY lILIM RI 1 " 1 1 -22 -14 PER CITY MARK -UP GJM u n 1 e 1 r r 1 I r r1 Nr GJM +PrL rL It IA(JI:I , 1.e11 . ! kl �.n. N CAT� TIIL)iuhlll LIr_1e U.I r ..dI-0T I r ur: CJ IF uP ED W -- W - -rr �. F .Le -'kG J Of 2 j 1 Lcu \I .. LINLRIn I, I EMAIL and LEIII IP 1 +.,1 1 1<u nn. lit MAT 1 r 1 IL FAIL, e .3, . t �l LFHI, 11,1I I I nee 111111. -- I v 1 1 lit. I c:FUUu l ;: 1 Ilt I 1:Ir Fe I III 1 1 !'_J r .nn Ervt 1 r1V,' I- – -.. 111 1 ,11 61 Ll lit. L 1111 I l ITIN 111L FAILIAIL, 1 .111 iNT lrl TILL AI II 441E IF V I:rl II [IE T NNI., c 1 F 1 r :r ,[ Ili rill 41FTM IMr Icnt:[ di IT Ji 1, 0� I. la I Ltl I tii I I,[ � LI 11 _ IFFNI 7 T AT F F ,TI If v,IL III ILI IT e. I I r e1 nA 1 11 1 14 HOUSE INFILTRATION TRENCH NOTES. I ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED, 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 201 DISPERSAL TRENCH W /6" PERF. PIPE 9 S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPECIFlCADONS It BELOW. TYPICAL ALL LOTS. TO BE 100% PASSING 6' SIEVE INSTALLED AT TIME OF BUILDING 80 -100% PASSING 4' SIEVE CONSTRUCTION. (SIZED FOR 2,500 S.F.) 0 -10" PASSING 15" SIEVE D.S. (TYP.) /Y__ CLEANOUT 0 -2% PASSING 7" SIEVE 0 -1% PASSING ¢'200 SIEVE TYPICAL IC, HOME "INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM SYSTEMS FROM GRAIN SEDIMENTATION. 0.5 MIN GROUND PROFILE — 3' —I ndl, -1111 Bl "" GUTTER DEBRIS �scREEN W1. 0 PERF PIPE S =00% 3 WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING IL OR APPROVED EQUAL). DOWNSPOUT HED ROCK a�ECTI� 10' MIN. 20' / 3” GROUND PROFILE L C J 6�RERFORATED 4" PIPE CLEANOUT PI .- SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET. WASHED ROCK NOTE: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED, LARSON TYPICAL INFILTRATION AND AssocrATES TRENCH FOR A PARKING GARAGE Inel 4401 Sav th 66m Street nmsm = "... CARSON Tacoma, Washington 98409 nPwp Ni.S. Q STANDARD NO, 240 253 474 -]404 \p[TNN`EV.. \I..o O1c.. REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM N CAT� U.I S W 3. JOB NUMBER L, In n L W L � 4 2 ) C) � � N UJ Cp J Q i I S Y Z, Z0U m U � Q y 2 O u)� I- Fp c c) V, d LW� � r w v a N rv^� rn Y/ C) v IT m a� IT Q ''O^ LL N LID /C/�o . �) o- Z Q LL _U Q U U) v J J DATE ,W@ 4 -70 -74 DRAWING NC RS1 � B „SHAS(. I nrrr.�. nrT:. 8715 F) J II A IF N CAT� U.I S CJ W ED W -- W C) Aq J Of 2 L, In n L W L � 4 2 ) C) � � N UJ Cp J Q i I S Y Z, Z0U m U � Q y 2 O u)� I- Fp c c) V, d LW� � r w v a N rv^� rn Y/ C) v IT m a� IT Q ''O^ LL N LID /C/�o . �) o- Z Q LL _U Q U U) v J J DATE ,W@ 4 -70 -74 DRAWING NC RS1 � B „SHAS(. I nrrr.�. nrT:. 11/:IIII "IN Il,r F F Pi, TH , i _. IF4DF 1' VIG11'. I I 1'. f Ir JItANI - !'III 2 AN Iil II L� -I IIg'r}lll LFW r L, .,H ,E +I)l I'll FIF11, _ .,rPFn wl FI- h,!)UA[ H -H,-I IOF &FN1 AC T `, IP=.F, DF T ,'I =+u T+. I )Tr IL 1 Tt ` 5D I I I/ u lu =, F 1 L T CE- TI H H LB FnI rN F )II IA l"AF ;POI I U I f de ROTH, II AIIL .un LPm 1 3 'll AT 4111111 m s'I II F LM iL4dn BILL )II1,,J1 11, ,FlFFVFF, oL wfHk c�it L.R ' 7 LFS f0I LkC Ir.T eDLVP51ER &WbZURE Glty Mzw POST I DRflB' /ER CsOF. I uNL F!✓ i +BI AM I"fA NOTES 1 FLI. -- — — FdaINITAN F! of IArH A C VE AUJ FINISH LODE 1—A', N-Tj ILL rI, LIE 1 1 -22 -14 1. Pmwae eseVe IeC 1B.S, e,Nm kea ...... GJM 2 / I lisC 1 I LIIIA SEE sinxR.wRPwvimi cl. -H PE,)IF / BE 1L 1 3 pmeF pBlvre�enEryaHN.D eJamnlmsuRew plxsnn�slnaX Mrcusnp'oae B I(EwAU sI xp^ ®xpYs nmon ANXlea CUNRICS Ur.U."NaRU/N. CUro lWmpuIx 4r­ a°p ISCISSA N Il AHATHANO I'D,— IN _ aI 1 VIII) CURa PmmwncNmealxlrvI CUxaxuw III _ W7 pPLaxPMBp sw sbMera Planfaow kTGmem eonvela smawalk DalaSEACE(FC°xe VL + i[ IL III -L Clr _ r IFIAF fEC F )RI,I >ADL Trye Nii llem'Lemenl LOnamm CNN HOmp ivp .aGa n LNN.NNaM Galbr. DepressM NkuREOINA^IRNMla K41 CNN, pr Slaewnna O �J PUx oEW T rye CUNORamp mu'Imum So AM oNm mall nDl nNUi. Ne remPbnGM D A-Hand ttPE PARALLELA .EE aTANDAnD ILDA 1pE INARAL1EL8 No rtelan0lry:trye mmnnu9 AWpa BITTER �/ New gm e�elvre ¢¢s� Nlp M11ea Bl U,RR Elerar ART HISID '-',LED EF .II ,I HFF'YI'I E SUCIFFEI 1 l,W. I I 'alll �5[�l101)I ppY lanaNla Mnca aura aaSUR ea.mNn aanmcSN INSTILL I COT .mpor Lxna Ass U a.wulW AD T....lU ANN cE0.ExT CURn aEE xo,Ea - W+oxonz ..x.l0.a SECTION T CHARS I 111,1 r .a IRWAFK 1. sea na cD 1 BI EITNFREWNTAAN 11/:IIII "IN Il,r F F Pi, TH , i _. IF4DF 1' VIG11'. I I 1'. f Ir JItANI - !'III 2 AN Iil II L� -I IIg'r}lll LFW r L, .,H ,E +I)l I'll FIF11, _ .,rPFn wl FI- h,!)UA[ H -H,-I IOF &FN1 AC T `, IP=.F, DF T ,'I =+u T+. I )Tr IL 1 Tt ` 5D I I I/ u lu =, F 1 L T CE- TI H H LB FnI rN F )II IA l"AF ;POI I U I f de ROTH, II AIIL .un LPm 1 3 'll AT 4111111 m s'I II F LM iL4dn BILL )II1,,J1 11, ,FlFFVFF, oL wfHk c�it L.R ' 7 LFS f0I LkC Ir.T eDLVP51ER &WbZURE Glty Mzw POST I DRflB' /ER CsOF. I uNL F!✓ i +BI AM I"fA / / ANN ANN DUMPSTER PLAN —SCALE, C III IF r c0 ll:. LARli[ 1 'Mt0 dlp a1T LF 1, [11 1, 111 bD E Iln F I ]FEET F F 1111 EFI IT'LG t kl F III k IHL F FI ) IIFII I L4 IF FrFF AFAL 1. II 11,11 rIL 1 II I 'I/ DRA `ILI 511 +I I 111111 , +,l MIEN I', IL ILiE,'_I DUN \ \ \ GOT - RR GI ASN RJR fJNE eRi TE ET BB' oPPV "I", iW'. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. FE/ A' i l �LJ r II;HH'(I I I(11 I�1 %I)L' t _ IU Peer, cvbl F Ti I. LAII - I 1 A;_I,:auu RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 Na, RNG. 1 Ea, W.M. SWELL PLAN All IN CAN mP 1- llmJMaL. a ° ea Noel wno. NaNdass 3 vm anFl sEECOxaxacTwws 2. FUNDm 7INNINn , La pWmtl wlM1 M1 M I apawivlPo 1 N - 1 C P a. SEE C°xTIRnRND cu+B WI (3RADEGREAM., IIW ,N g (MgreOe preaM NORTHS SEET's" So—M1e J INol= NUTTE 'a INTI EINSOIEN x+. LANDING ?PC <. mw as Ind. 01TRE 11 p !n pmnpA` dx °rt Yx l° 3. See Nx COn DN b N rba p spNN. sm 3M1rtla P 1.31 N N aGM1 Cey aMCH 'no G°Ber °nn Peaes nal car, JePo9& As[E d A ? fi Sm 3dMaN MAN 1101. far Cam .Sa XPoIeIk. w{ ��� � Srcmbec M"I"ole Elna°p pIL 'T w. 5 T. Tepmn icunm lc °E.."UNnehA NAAA Cxrb ana Gwu `sadd a Col+ s `� o SEE aT.xo.NOPUNPwO SFI o sEEaiaxpaxUPIAx F.alo caro Ur sleawa X. UT B.AAM'wx mUm xe doSN.ayx. ENTECTAME 99 m la rem and D N caxeawTrtx cuaea S' Had tslm 1 bapa Oefi Xe" y q mbIs Dfas LWp AN CURas mEa pE° cuNawwNOrto ebpeorgean o Ho fleaffinabs, tl'I'tlerunnMl cl°e.IxESlax clOSp CORE CNN remya Jtr JI "1 II Nn pmom finbn. 1 to E PLAN NEW Cu PLAN NEW cars 11 tl5pxlfrc 3/A x0 THE SINGLE DIREC1pNA TYPE SINGLE DNEC131NB peJesann CUrpnaVpe wnM 5JT 0agmuna suRemn NapW DINe lJ. CoN Remp M b a' y llp - me kve'on eslM LUN Pomp D.Lanalnae, NAFNea__ eMl 1...In rIIA" If 3TAN Pa"A" e,al0 LEGEND AID ads NNIAN IN ANN Way. RwES �w °o.Uw..N PE BE xoHE xoTE EExoTEaE ..oe. xCPHEROmE(xD.x ORABLI CURSR,a+P `L IAxUxS SEE a..eyX+U HOW Im +: +:Uxawap sE nUNOT CURSR..IP SECTION O HE IT OTHEIRETE C 1. —1 SEE I FEOESTRWIED°nxe gRESSE OR. AND SINGLE DIRECTION v.xT (THEM SEexorts CURBRAMP AN HADIFE FAA SHEET I OF 1 SHEET ISOMETRIC MEW '-P ISOMEWIC NEW WW13 TAPE SINGLE DIRECTION A CETAILO TYPE SINGLE DRELTpXB INS LIMIT PAYUML NOTES A If 1. FIG.Oebce 90 R mV=)ANeleaeea ho. Male Dl tlw ro Berry( tl N IIa (ol Ne Mntlln3 of, INTS 3. ^nn Oelabd W , Imsnell L° 1I 51 M1e Nark ala., -I IN, AS 0 R 3. 11 WnWm Po aomm 11DY ne 1111 na PoReaa -Ol UNe 0 bdl mRxcAw OCU SEE _ EIC.PO J o WMAS I. aaNDea lD na m.m Dma FIT "I �- O E s. Jp W Saana. b sECnoN A o da e r bpNmano _w emw minIWan SEESTABREAUSPECRC.TbxafUR s. see senor ary amN ramp J.dN. Uu TRUNCATED DOME DETAILS cuveurUwnw D GYC�TMaouolxw I�ad EDm aW Ism N B Ye]aS� mmmm sEEx(rt y DETECTABLE WARNING SURFACE DETAI. Cal 2 0_ Wn 11.g kEO mN aN lenamg'e by NSn SR° waB�xlglsul "and °INa wN remp� Ne �lwTeek �. .L !f BEFFECTANERICE AS 11 INDIA SINGLEE TCT)NNEGEN cnxgx Al R. INS. Fc°val (4E OTE 6) BIXGLE DI50.ECTMNe.C�UUNB MMP wuxwnv m 'L 11 ENDS e)cuxr SEE "s PEPPENDILULARCURBRAMP Alsons (THE IRUE!) PECESIRIAN RAILROAD CROSSING MEDIAN CUT - THROUGH BE Ndlaons- AGNI ROUNDABOUT SPIIrTEP ISLAND HE SEEN .E... ENT GUIDELINES SHARED -USE PATH CONNECTON DETECTABLE WARNING OHIO' SURoFAC+E NOTES A DESCRIPTION E T,pCERS, 1 1 -22 -14 1. Pmwae eseVe IeC 1B.S, e,Nm kea ...... GJM 2 / �_ CNNPemplDmrlbn inell bxpFina wiNblM1ewdNNW NaealeJX nomwe re sown in Corned PUnS9 SEE sinxR.wRPwvimi Q / BE 1L 1 3 pmeF pBlvre�enEryaHN.D eJamnlmsuRew plxsnn�slnaX Mrcusnp'oae B I(EwAU Jmcyon BDaaa, PCmssLUVara OlryarappamEw xp^ ®xpYs nmon ANXlea CUNRICS Ur.U."NaRU/N. CUro lWmpuIx 4r­ / / ANN ANN DUMPSTER PLAN —SCALE, C III IF r c0 ll:. LARli[ 1 'Mt0 dlp a1T LF 1, [11 1, 111 bD E Iln F I ]FEET F F 1111 EFI IT'LG t kl F III k IHL F FI ) IIFII I L4 IF FrFF AFAL 1. II 11,11 rIL 1 II I 'I/ DRA `ILI 511 +I I 111111 , +,l MIEN I', IL ILiE,'_I DUN \ \ \ GOT - RR GI ASN RJR fJNE eRi TE ET BB' oPPV "I", iW'. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. FE/ A' i l �LJ r II;HH'(I I I(11 I�1 %I)L' t _ IU Peer, cvbl F Ti I. LAII - I 1 A;_I,:auu RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 Na, RNG. 1 Ea, W.M. SWELL PLAN All IN CAN mP 1- llmJMaL. a ° ea Noel wno. NaNdass 3 vm anFl sEECOxaxacTwws 2. FUNDm 7INNINn , La pWmtl wlM1 M1 M I apawivlPo 1 N - 1 C P a. SEE C°xTIRnRND cu+B WI (3RADEGREAM., IIW ,N g (MgreOe preaM NORTHS SEET's" So—M1e J INol= NUTTE 'a INTI EINSOIEN x+. LANDING ?PC <. mw as Ind. 01TRE 11 p !n pmnpA` dx °rt Yx l° 3. See Nx COn DN b N rba p spNN. sm 3M1rtla P 1.31 N N aGM1 Cey aMCH 'no G°Ber °nn Peaes nal car, JePo9& As[E d A ? fi Sm 3dMaN MAN 1101. far Cam .Sa XPoIeIk. w{ ��� � Srcmbec M"I"ole Elna°p pIL 'T w. 5 T. Tepmn icunm lc °E.."UNnehA NAAA Cxrb ana Gwu `sadd a Col+ s `� o SEE aT.xo.NOPUNPwO SFI o sEEaiaxpaxUPIAx F.alo caro Ur sleawa X. UT B.AAM'wx mUm xe doSN.ayx. ENTECTAME 99 m la rem and D N caxeawTrtx cuaea S' Had tslm 1 bapa Oefi Xe" y q mbIs Dfas LWp AN CURas mEa pE° cuNawwNOrto ebpeorgean o Ho fleaffinabs, tl'I'tlerunnMl cl°e.IxESlax clOSp CORE CNN remya Jtr JI "1 II Nn pmom finbn. 1 to E PLAN NEW Cu PLAN NEW cars 11 tl5pxlfrc 3/A x0 THE SINGLE DIREC1pNA TYPE SINGLE DNEC131NB peJesann CUrpnaVpe wnM 5JT 0agmuna suRemn NapW DINe lJ. CoN Remp M b a' y llp - me kve'on eslM LUN Pomp D.Lanalnae, NAFNea__ eMl 1...In rIIA" If 3TAN Pa"A" e,al0 LEGEND AID ads NNIAN IN ANN Way. RwES �w °o.Uw..N PE BE xoHE xoTE EExoTEaE ..oe. xCPHEROmE(xD.x ORABLI CURSR,a+P `L IAxUxS SEE a..eyX+U HOW Im +: +:Uxawap sE nUNOT CURSR..IP SECTION O HE IT OTHEIRETE C 1. —1 SEE I FEOESTRWIED°nxe gRESSE OR. AND SINGLE DIRECTION v.xT (THEM SEexorts CURBRAMP AN HADIFE FAA SHEET I OF 1 SHEET ISOMETRIC MEW '-P ISOMEWIC NEW WW13 TAPE SINGLE DIRECTION A CETAILO TYPE SINGLE DRELTpXB INS LIMIT PAYUML NOTES A If 1. FIG.Oebce 90 R mV=)ANeleaeea ho. Male Dl tlw ro Berry( tl N IIa (ol Ne Mntlln3 of, INTS 3. ^nn Oelabd W , Imsnell L° 1I 51 M1e Nark ala., -I IN, AS 0 R 3. 11 WnWm Po aomm 11DY ne 1111 na PoReaa -Ol UNe 0 bdl mRxcAw OCU SEE _ EIC.PO J o WMAS I. aaNDea lD na m.m Dma FIT "I �- O E s. Jp W Saana. b sECnoN A o da e r bpNmano _w emw minIWan SEESTABREAUSPECRC.TbxafUR s. see senor ary amN ramp J.dN. Uu TRUNCATED DOME DETAILS cuveurUwnw D GYC�TMaouolxw I�ad EDm aW Ism N B Ye]aS� mmmm sEEx(rt y DETECTABLE WARNING SURFACE DETAI. Cal 2 0_ Wn 11.g kEO mN aN lenamg'e by NSn SR° waB�xlglsul "and °INa wN remp� Ne �lwTeek �. .L !f BEFFECTANERICE AS 11 INDIA SINGLEE TCT)NNEGEN cnxgx Al R. INS. Fc°val (4E OTE 6) BIXGLE DI50.ECTMNe.C�UUNB MMP wuxwnv m 'L 11 ENDS e)cuxr SEE "s PEPPENDILULARCURBRAMP Alsons (THE IRUE!) PECESIRIAN RAILROAD CROSSING MEDIAN CUT - THROUGH BE Ndlaons- AGNI ROUNDABOUT SPIIrTEP ISLAND HE SEEN .E... ENT GUIDELINES SHARED -USE PATH CONNECTON DETECTABLE WARNING OHIO' SURoFAC+E NOTES A DESCRIPTION E T,pCERS, 1 1 -22 -14 1. Pmwae eseVe IeC 1B.S, e,Nm kea ...... GJM 2 ee �_ CNNPemplDmrlbn inell bxpFina wiNblM1ewdNNW NaealeJX nomwe re sown in Corned PUnS9 SEE sinxR.wRPwvimi Q e SEEanx°sx°PUO BE 1L 1 3 ANN DUMPSTER PLAN —SCALE, C III IF r c0 ll:. LARli[ 1 'Mt0 dlp a1T LF 1, [11 1, 111 bD E Iln F I ]FEET F F 1111 EFI IT'LG t kl F III k IHL F FI ) IIFII I L4 IF FrFF AFAL 1. II 11,11 rIL 1 II I 'I/ DRA `ILI 511 +I I 111111 , +,l MIEN I', IL ILiE,'_I DUN \ \ \ GOT - RR GI ASN RJR fJNE eRi TE ET BB' oPPV "I", iW'. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. FE/ A' i l �LJ r II;HH'(I I I(11 I�1 %I)L' t _ IU Peer, cvbl F Ti I. LAII - I 1 A;_I,:auu RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 Na, RNG. 1 Ea, W.M. SWELL PLAN All IN CAN mP 1- llmJMaL. a ° ea Noel wno. NaNdass 3 vm anFl sEECOxaxacTwws 2. FUNDm 7INNINn , La pWmtl wlM1 M1 M I apawivlPo 1 N - 1 C P a. SEE C°xTIRnRND cu+B WI (3RADEGREAM., IIW ,N g (MgreOe preaM NORTHS SEET's" So—M1e J INol= NUTTE 'a INTI EINSOIEN x+. LANDING ?PC <. mw as Ind. 01TRE 11 p !n pmnpA` dx °rt Yx l° 3. See Nx COn DN b N rba p spNN. sm 3M1rtla P 1.31 N N aGM1 Cey aMCH 'no G°Ber °nn Peaes nal car, JePo9& As[E d A ? fi Sm 3dMaN MAN 1101. far Cam .Sa XPoIeIk. w{ ��� � Srcmbec M"I"ole Elna°p pIL 'T w. 5 T. Tepmn icunm lc °E.."UNnehA NAAA Cxrb ana Gwu `sadd a Col+ s `� o SEE aT.xo.NOPUNPwO SFI o sEEaiaxpaxUPIAx F.alo caro Ur sleawa X. UT B.AAM'wx mUm xe doSN.ayx. ENTECTAME 99 m la rem and D N caxeawTrtx cuaea S' Had tslm 1 bapa Oefi Xe" y q mbIs Dfas LWp AN CURas mEa pE° cuNawwNOrto ebpeorgean o Ho fleaffinabs, tl'I'tlerunnMl cl°e.IxESlax clOSp CORE CNN remya Jtr JI "1 II Nn pmom finbn. 1 to E PLAN NEW Cu PLAN NEW cars 11 tl5pxlfrc 3/A x0 THE SINGLE DIREC1pNA TYPE SINGLE DNEC131NB peJesann CUrpnaVpe wnM 5JT 0agmuna suRemn NapW DINe lJ. CoN Remp M b a' y llp - me kve'on eslM LUN Pomp D.Lanalnae, NAFNea__ eMl 1...In rIIA" If 3TAN Pa"A" e,al0 LEGEND AID ads NNIAN IN ANN Way. RwES �w °o.Uw..N PE BE xoHE xoTE EExoTEaE ..oe. xCPHEROmE(xD.x ORABLI CURSR,a+P `L IAxUxS SEE a..eyX+U HOW Im +: +:Uxawap sE nUNOT CURSR..IP SECTION O HE IT OTHEIRETE C 1. —1 SEE I FEOESTRWIED°nxe gRESSE OR. AND SINGLE DIRECTION v.xT (THEM SEexorts CURBRAMP AN HADIFE FAA SHEET I OF 1 SHEET ISOMETRIC MEW '-P ISOMEWIC NEW WW13 TAPE SINGLE DIRECTION A CETAILO TYPE SINGLE DRELTpXB INS LIMIT PAYUML NOTES A If 1. FIG.Oebce 90 R mV=)ANeleaeea ho. Male Dl tlw ro Berry( tl N IIa (ol Ne Mntlln3 of, INTS 3. ^nn Oelabd W , Imsnell L° 1I 51 M1e Nark ala., -I IN, AS 0 R 3. 11 WnWm Po aomm 11DY ne 1111 na PoReaa -Ol UNe 0 bdl mRxcAw OCU SEE _ EIC.PO J o WMAS I. aaNDea lD na m.m Dma FIT "I �- O E s. Jp W Saana. b sECnoN A o da e r bpNmano _w emw minIWan SEESTABREAUSPECRC.TbxafUR s. see senor ary amN ramp J.dN. Uu TRUNCATED DOME DETAILS cuveurUwnw D GYC�TMaouolxw I�ad EDm aW Ism N B Ye]aS� mmmm sEEx(rt y DETECTABLE WARNING SURFACE DETAI. Cal 2 0_ Wn 11.g kEO mN aN lenamg'e by NSn SR° waB�xlglsul "and °INa wN remp� Ne �lwTeek �. .L !f BEFFECTANERICE AS 11 INDIA SINGLEE TCT)NNEGEN cnxgx Al R. INS. Fc°val (4E OTE 6) BIXGLE DI50.ECTMNe.C�UUNB MMP wuxwnv m 'L 11 ENDS e)cuxr SEE "s PEPPENDILULARCURBRAMP Alsons (THE IRUE!) PECESIRIAN RAILROAD CROSSING MEDIAN CUT - THROUGH BE Ndlaons- AGNI ROUNDABOUT SPIIrTEP ISLAND HE SEEN .E... ENT GUIDELINES SHARED -USE PATH CONNECTON DETECTABLE WARNING OHIO' SURoFAC+E APPROVED FOR CONSTRUCTION BY: _DATE: _ Director of Pubk(c Works APPROVAL EXPIRES: NOTES A DESCRIPTION E T,pCERS, 1 1 -22 -14 1. Pmwae eseVe IeC 1B.S, e,Nm kea ...... GJM 2 ee �_ CNNPemplDmrlbn inell bxpFina wiNblM1ewdNNW NaealeJX nomwe re sown in Corned PUnS9 SEE sinxR.wRPwvimi Q e SEEanx°sx°PUO BE 1L 1 3 pmeF pBlvre�enEryaHN.D eJamnlmsuRew plxsnn�slnaX Mrcusnp'oae B I(EwAU Jmcyon BDaaa, PCmssLUVara OlryarappamEw xp^ ®xpYs nmon ANXlea CUNRICS Ur.U."NaRU/N. CUro lWmpuIx 4r­ a°p ISCISSA N Il AHATHANO I'D,— IN "s CUxearalrtssEECax..c CURa PmmwncNmealxlrvI CUxaxuw _ W7 pPLaxPMBp sw sbMera Planfaow kTGmem eonvela smawalk DalaSEACE(FC°xe • G sEECOE Sm CmI Mans br Earn ana placnman1 of Newah"UR° DEC— A G°nEx fi. UECNESxrUGNIIae GGIILx Trye Nii llem'Lemenl LOnamm CNN HOmp ivp .aGa n LNN.NNaM Galbr. DepressM NkuREOINA^IRNMla K41 CNN, pr Slaewnna O PLW .1. PUx oEW T rye CUNORamp mu'Imum So AM oNm mall nDl nNUi. Ne remPbnGM D A-Hand ttPE PARALLELA .EE aTANDAnD ILDA 1pE INARAL1EL8 No rtelan0lry:trye mmnnu9 AWpa BITTER �/ New gm e�elvre ¢¢s� Nlp M11ea Bl U,RR Elerar ART HISID '-',LED A C x TPr x,DEaxEne R CON Rem Laaab . ana M+aa SxsnmmNabrcomnmas SAN SUnaere SpaalOU &ma3.1P SUCIFFEI 1 l,W. D' We CHIC Ran omlllearc na glpma waam arin -aaMDl To can °PaBry.Namr ppY lanaNla Mnca aura aaSUR ea.mNn aanmcSN INSTILL I COT .mpor Lxna Ass U a.wulW AD T....lU ANN cE0.ExT CURn aEE xo,Ea - W+oxonz ..x.l0.a SECTION T CHARS aEE Ads T All FECCENTRANDTHLAR UNIGH. IRWAFK 1. sea na cD 1 BI EITNFREWNTAAN on- ':— —� — 1. 'IF Us"Ill, FRINAlk, NICSId I e ntlta Dr NE Na NARIISIII. °I Na F.I.Fol w,V. BE BE— ANDORRA '.:.ISBN- smEw "'As OF NOTHERETE a- x+.NEm (UTTER SUITE+ cURSERAN Na- I..xowG SEE xUTEo -'a� CURBRAw mom( GUPSIP,.,p sEEe'A. —.PUN l a. IxT �P.a- sccnoNO aEESTAN°AR° SECnory O o2 -os -c ttPICAL APPLICATIONS_ .1 ST. AVII-s—EICATEN _ PARALLEL CURB RAMP ie HiN1B ISOMETRIC MEW LL 1YPE pPMLLELA PAY NNrt rypE PARALLEL BPAV UMIF M APPROVED FOR CONSTRUCTION BY: _DATE: _ Director of Pubk(c Works APPROVAL EXPIRES: REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 _ PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK - ('O GJM Q W ll) 1L 1 H In D D�R.IwE r r 1 -i - - ITIFFERB.IIIAHIED _NFL IPATITI 'A NA" Us ISCISSA N Il AHATHANO I'D,— IN ' rl., 'FURS ANTROUT CRUDE, DR ERIC DEC— EDGE OF xcRaBE BITTER U,RR Elerar ART HISID '-',LED SUCIFFEI OLQUINER —_ pETAIL INSTILL I COT IU MERDAmvAV �� OUTER 1. sea na cD 1 THICHNION TI, n THIN NUISHIS. ""ad —� — 1. 'IF Us"Ill, FRINAlk, NICSId I e ntlta Dr NE Na NARIISIII. °I Na F.I.Fol w,V. BE BE— ANDORRA "'As OF NOTHERETE a- x+.NEm (UTTER SUITE+ SHOULDER AN­ CROSSWALK LAYOUT SHIFT 'A HIELT o2 -os -c ttPICAL APPLICATIONS_ _ REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 _ PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK - ('O GJM Q W ll) 1L 1 {I 81)5 G- 1- O � 1 jL C) O E) n In I c:L 1 N L n z: N) vm LIT m l`I �zC) K Cc m U Q � � Z � 1p C7 Cor 19 v v UQ '. � If V O. V P 414 S' C ,C -j) F Z O F. 'V�^J J O l0 O N C) rZ Q I.' LU CL Cn Q U I0^ 48 vl �/ 7< W O DATE - 4- 10 - -14' DRAWING N( S2 8115BASE � C7 W C7 11 Q W ll) 1L 1 C) O E) n In I c:L 1 N L n z: N) vm LIT m l`I �zC) K Cc m U Q � � Z � 1p C7 Cor 19 v v UQ '. � If V O. V P 414 S' C ,C -j) F Z O F. 'V�^J J O l0 O N C) rZ Q I.' LU CL Cn Q U I0^ 48 vl �/ 7< W O DATE - 4- 10 - -14' DRAWING N( S2 8115BASE CONSTRUCTION NOTES A / VEH RUN APAfITMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E, W.M 17L9:L7 ' LV DESCRIPTION I.E= 340.$0(6 .v i PER CITY MARK -UP GJM DRAIN O.SOT (MIN.R� OW- DE01CATION- - PER CITY MARK -UP GJM i - _ - 10'- SIDE _YARD . ' p .5k� � SET BACK yy i U YARD I �0 Tb 7 Y SET BACK 1�. 17L9:L7 I.E=34f.00(8) DATE DESCRIPTION I.E= 340.$0(6 .v 1 -22 -14 PER CITY MARK -UP GJM DRAIN O.SOT (MIN.R� OW- DE01CATION- - PER CITY MARK -UP GJM i - _ - 10'- SIDE _YARD . ' p .5k� � SET BACK yy i U YARD I �0 Tb 7 Y SET BACK 1�. i Qf 'bon .3 _ 343 I _D Q a�W 3O h 0 Q 0 Q -_ - - - 17L9:L7 .a (1 9' X 20' PARKING STALL (TYPICAL). O 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN i 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. •I 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). 1( ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT WIDTH AS SHOW CONCRETE SIDEWALK & PARK BENCH LANDING (0 8,3Y MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSL © CONTRACTOR TO CONSTRUCT 20'L X 3D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF PIPE ® 0.007 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS1. 7O CONTRACTOR TO CONSTRUCT ELY X 41) X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS li SHOWN AND PER DETAIL ON SHEET RSi. I'i BO CONTRACTOR TO TRANSITION FROM PARK BENCH LANDING/ PLAY STRUCTURE AREA AT 2: 1 MAX. SLOPE TO SURROUNDING FINISH GRADE. 8O SEE LANDSCAPING PLAN FOR AMENITIES AND LAYOUT. 10 CONTRACTOR TO INSTALL MAIL BOX CLUSTER (CBU) AS SHOWN AND PER DETAIL ON SHEET RS2. if CONTRACTOR TO CONSTRUCT ROCKERY LANDSCAPE WALL AS NEEDED TO ALLOW FOR PLAYGROUND AS SHOWN AND PER DETAIL ON THIS SHEET. NOTE. GALL 1- 800 - 424 -5555 BEFORE YOU DIG. i M 151 344.49 a n klt 75' ra 1 J4SS( i � e I 5' O1 , 344 _O_ (D `. _ -(D QN I. - - - -- o ti Nb DRAIN O (� I,E=3J8.75(6 - -8LF 8'ADS(N -12) ROOF DRAIN O 0.50% (MM.) 59 PROPOSED APARTMENT BUILDING "B " APPROX. - - 344 F F- 344.00 65LF 8'ADS(N -12) ROOF DRAIN O O.SX (MIN.) RIM�3M.S LE= 343.00(8') 6 FG =34 1V0- 3Z4Z5- - - 342.5 - c FG =34414 3t4.4 w TW= 346.00 _. -F9,rU w. "y 4' J + 10 B 'c TW =345.8 BW =345.0 BSLF 6'.1DS(N -12) ROOF DRAIN O O.S[ (MIN.) LE-342.W(6 -) 13LF- 8'ADS(N -12) RO01 DRAIN O 0.50X (MIN.) PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 _ 4'? 348 ^ ` 10 PSE EASEMENT PER AFN- 3982737 65LF- 6- ADS(N -12) R( DRAIN O 0.50X (MIN.) W14NLET YD TWE �� RIM =343.5 LE.�339.71(L4 D W (INLET GRATE 56LF 6'A0 §(N -12) ROOF DRAIN O TW =344. Rl W -"SAG. I.E- 342.81(8" ) W/INLET GRA71E \ T 346.2 BW =345.5 @ W i i 6OF5', DRAIN O , i 348 i APPROVED FOR CONSTRUCTION BY: _DATE: Director of Publio Wotks APPROVAL EXPIRES: SCALE: 1"=20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 E 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 ,I 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK I.E=34f.00(8) DATE DESCRIPTION I.E= 340.$0(6 .v 1 -22 -14 PER CITY MARK -UP GJM DRAIN O.SOT (MIN.R� OW- DE01CATION- - PER CITY MARK -UP GJM i - _ - 10'- SIDE _YARD . ' p .5k� � SET BACK 549'32'38 "E 194.00' - i U YARD I �0 Tb 3 42 SET BACK Qf 'bon .3 _ 343 I _D Q a�W 3O 0 Q 0 Q -_ - - - o34261 I RIM = 341 63 3 � - _ `` _ - ______ ilfm 441.95 LE =340.1 {. ati - LE= 339.77(6) gk0' - Br -6 AD 3. 1 O Al 'Sry `DRAIN 00.50x (MIN.) �ofA 9 �+ -.= \ O o3 '8 a k'. / .a (1 9' X 20' PARKING STALL (TYPICAL). O 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN i 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. •I 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). 1( ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT WIDTH AS SHOW CONCRETE SIDEWALK & PARK BENCH LANDING (0 8,3Y MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSL © CONTRACTOR TO CONSTRUCT 20'L X 3D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF PIPE ® 0.007 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS1. 7O CONTRACTOR TO CONSTRUCT ELY X 41) X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS li SHOWN AND PER DETAIL ON SHEET RSi. I'i BO CONTRACTOR TO TRANSITION FROM PARK BENCH LANDING/ PLAY STRUCTURE AREA AT 2: 1 MAX. SLOPE TO SURROUNDING FINISH GRADE. 8O SEE LANDSCAPING PLAN FOR AMENITIES AND LAYOUT. 10 CONTRACTOR TO INSTALL MAIL BOX CLUSTER (CBU) AS SHOWN AND PER DETAIL ON SHEET RS2. if CONTRACTOR TO CONSTRUCT ROCKERY LANDSCAPE WALL AS NEEDED TO ALLOW FOR PLAYGROUND AS SHOWN AND PER DETAIL ON THIS SHEET. NOTE. GALL 1- 800 - 424 -5555 BEFORE YOU DIG. i M 151 344.49 a n klt 75' ra 1 J4SS( i � e I 5' O1 , 344 _O_ (D `. _ -(D QN I. - - - -- o ti Nb DRAIN O (� I,E=3J8.75(6 - -8LF 8'ADS(N -12) ROOF DRAIN O 0.50% (MM.) 59 PROPOSED APARTMENT BUILDING "B " APPROX. - - 344 F F- 344.00 65LF 8'ADS(N -12) ROOF DRAIN O O.SX (MIN.) RIM�3M.S LE= 343.00(8') 6 FG =34 1V0- 3Z4Z5- - - 342.5 - c FG =34414 3t4.4 w TW= 346.00 _. -F9,rU w. "y 4' J + 10 B 'c TW =345.8 BW =345.0 BSLF 6'.1DS(N -12) ROOF DRAIN O O.S[ (MIN.) LE-342.W(6 -) 13LF- 8'ADS(N -12) RO01 DRAIN O 0.50X (MIN.) PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 _ 4'? 348 ^ ` 10 PSE EASEMENT PER AFN- 3982737 65LF- 6- ADS(N -12) R( DRAIN O 0.50X (MIN.) W14NLET YD TWE �� RIM =343.5 LE.�339.71(L4 D W (INLET GRATE 56LF 6'A0 §(N -12) ROOF DRAIN O TW =344. Rl W -"SAG. I.E- 342.81(8" ) W/INLET GRA71E \ T 346.2 BW =345.5 @ W i i 6OF5', DRAIN O , i 348 i APPROVED FOR CONSTRUCTION BY: _DATE: Director of Publio Wotks APPROVAL EXPIRES: SCALE: 1"=20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 E 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 ,I 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY ti 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM i O FRONT p .5k� � _ i U YARD I �0 Tb 3 42 SET BACK _ 343 I _D -_ - - - o34261 I 42.81 0� 1 O .a (1 9' X 20' PARKING STALL (TYPICAL). O 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN i 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. •I 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). 1( ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RS1. O CONTRACTOR TO CONSTRUCT WIDTH AS SHOW CONCRETE SIDEWALK & PARK BENCH LANDING (0 8,3Y MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSL © CONTRACTOR TO CONSTRUCT 20'L X 3D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERF PIPE ® 0.007 FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS1. 7O CONTRACTOR TO CONSTRUCT ELY X 41) X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS li SHOWN AND PER DETAIL ON SHEET RSi. I'i BO CONTRACTOR TO TRANSITION FROM PARK BENCH LANDING/ PLAY STRUCTURE AREA AT 2: 1 MAX. SLOPE TO SURROUNDING FINISH GRADE. 8O SEE LANDSCAPING PLAN FOR AMENITIES AND LAYOUT. 10 CONTRACTOR TO INSTALL MAIL BOX CLUSTER (CBU) AS SHOWN AND PER DETAIL ON SHEET RS2. if CONTRACTOR TO CONSTRUCT ROCKERY LANDSCAPE WALL AS NEEDED TO ALLOW FOR PLAYGROUND AS SHOWN AND PER DETAIL ON THIS SHEET. NOTE. GALL 1- 800 - 424 -5555 BEFORE YOU DIG. i M 151 344.49 a n klt 75' ra 1 J4SS( i � e I 5' O1 , 344 _O_ (D `. _ -(D QN I. - - - -- o ti Nb DRAIN O (� I,E=3J8.75(6 - -8LF 8'ADS(N -12) ROOF DRAIN O 0.50% (MM.) 59 PROPOSED APARTMENT BUILDING "B " APPROX. - - 344 F F- 344.00 65LF 8'ADS(N -12) ROOF DRAIN O O.SX (MIN.) RIM�3M.S LE= 343.00(8') 6 FG =34 1V0- 3Z4Z5- - - 342.5 - c FG =34414 3t4.4 w TW= 346.00 _. -F9,rU w. "y 4' J + 10 B 'c TW =345.8 BW =345.0 BSLF 6'.1DS(N -12) ROOF DRAIN O O.S[ (MIN.) LE-342.W(6 -) 13LF- 8'ADS(N -12) RO01 DRAIN O 0.50X (MIN.) PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 _ 4'? 348 ^ ` 10 PSE EASEMENT PER AFN- 3982737 65LF- 6- ADS(N -12) R( DRAIN O 0.50X (MIN.) W14NLET YD TWE �� RIM =343.5 LE.�339.71(L4 D W (INLET GRATE 56LF 6'A0 §(N -12) ROOF DRAIN O TW =344. Rl W -"SAG. I.E- 342.81(8" ) W/INLET GRA71E \ T 346.2 BW =345.5 @ W i i 6OF5', DRAIN O , i 348 i APPROVED FOR CONSTRUCTION BY: _DATE: Director of Publio Wotks APPROVAL EXPIRES: SCALE: 1"=20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 E 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 ,I 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM _ 6 „5 0 � _II Q _ z o K w L, w w Of C) z LQ a C7 N U� Q m W al W Z 5 O Taro U , o�'c? I- cp Ci o co v VJ v f\ w Q n N m 0 V Q� Q } C c U a �fO'^ a: o W V Z_Z Y C J cl- cc Q Q' Q v (O v DATE 3 -19 -14 DRAWING NI PG1 8715BAS1 SHEET L1 OF 2 PIPE TABLE PIPE TENTH DISCRETION I 7LF 6" PVC SDR -35 ® 2.007 MIN. 2 7LF 6" PVC(SOR -35) ® 2.007 MIN. 3 9LF 6" PVC SDR -35 ® 2.00% MIN. 4 9LF 6" PVC SDR -35 0 2.00% MIN. 5 ELF 6" PVC SDR -35 ® 2009, MIN, CLEAN OUT TABLE Cod I RIM SCALE: 1` =20' I.E.= 1 OUTLET LE 44.50 341.00 2 - VERTICAL DATUM 46.00 341.00 3 L 45.00 340.31 4 J44.50 340.58 6" 340.31 5 BM: 1252 45.00 340.15 • CONIRACTOR TO FIELD AD JST RIM ELEVATIONS NOTES iO CONTRACTOR TO INSTALL XERXES 4000 GAL. FIBERGLASS REINFORCED PLAS C TANK (6'0) OR APPROVED EQUAL, AS SHOWN AND PER DETAIL ON SHEE r SD2. O CONTRACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE (ORENCO MODEL P20 BE 11 OR APPROVED EQUAL) IN 3000 GAL. S.T.E.P. TANK/ PUMP CHAHI,BER PER DETAILS ON SHEET SD2. O3 CON+AC70R TO INSTALL DUPLEX PUMP CONTROL PANEL ON REMOTE UNI-$TRUT POST NEAR BUILDING "A" FITTED WITH A TRANSFER SWITCH MODEL DT 313 URK AS MFG. BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG. BY BRYANT. SEE DETAIL ON SHEET SD2. OCONTRACTOR TO CONNECT PROPOSED 2" STEP SERVICE LINE TO EXISTING SERVICE BOX AS SHOWN AND PER CITY OF YELM STANDARDS. OCONACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YELM STAN ARDS, ON ALL SEWER CLEAN OUTS LOCATED MORE THAN 2.5 FEET FRO BUILDING FOOTINGS. ©CON PUM TACTOR TO INSTALL POTABLE WATER HOSE BIB WITHIN 50 FEET OF STEP TANK PER CITY OF YELM STANDARDS. 7 CON ACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YELM IT , RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. S.T.E.P. SYSTEM PLAN eS49-32'38"E 194.0TT' 10' SIDE YARD -------- BUILDING SIZE GAL. SCALE: 1` =20' OUTLET RIM INLET LE. OUTLET LE 0 10 20 40 A TANK 1 4000 - VERTICAL DATUM 345.0 340.58 6" ff L I I i i 344.5 NGVD 29 340.58 6" 340.3505") 336.50 BM: 1252 335.17 EXISTING EDGE OF PAVEMENT i CASED CONCRETE MONUMENT WITH BRASS O - -D EXISTING STORM MAIN CAP O INTERSECTION OF YELM AVE, & TAHOMA BLVD. EXISTING SANITARY SEWER MAIN 1 al EXISTING POWER POLE I.I CONTOUR INTERVAL =2' EXISTING FIRE HYDRANT .l EXISTING WATER MAIN ® PIPE NAME Y �I o •.I � a 3 e � .�_ Y. VY eS49-32'38"E 194.0TT' 10' SIDE YARD -------- .l p I FRONT YA SET B CK 4-I ER T ; �E LLEY DR I _ -- PROPOSED - " -- APARTMENT 59' BUILDING "B" 591 APPROX. FF. =34400 i -R' _ u o - - -- z o n TJ 1. I A N 482854 W' �' ------ 3, CAUXIN 1 A L EXISTING UTILITIES THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF L WHETHER SHOW' ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1 -800- 424 -5555 AND THEN PO7HOLIN ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR N T CONFLICTS EXIST LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PU LIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULY LARSON & ASSOCIATES, INC. T O RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSIRUC770N. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACI7OR / DEVELOPER NOTE: THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING COMPACTION TESTING AND APH A IN INSPECTIONS TR C REQUIRED BY CITY OF LIC B 0 YELM AND PRIVAT IE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED A PROFESSIONAL SOILS SHOWING AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTIOIN WAS BUILT ACCORDING E THE RECOMMENDATION$ OF THE ITYIST TE RE REPORT, THE BACKFILL MATERIAL MEETS MACHIEV CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CON MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE ESE PLANS HAVE BEEN FOLLOWED. I I I O I -C G °r= 370" FOR CONSTRUCTION BY: DATE: - DueaorofP 1,1,cWorks APPROVAL EXPIRES: BUILDING SIZE GAL. SCALE: 1` =20' OUTLET RIM INLET LE. OUTLET LE 0 10 20 40 A TANK 1 4000 - VERTICAL DATUM 345.0 340.58 6" ff THURSTON COUNTY B TANK 2 i i 344.5 NGVD 29 340.58 6" 340.3505") 336.50 BM: 1252 335.17 EXISTING EDGE OF PAVEMENT i CASED CONCRETE MONUMENT WITH BRASS O - -D EXISTING STORM MAIN CAP O INTERSECTION OF YELM AVE, & TAHOMA BLVD. EXISTING SANITARY SEWER MAIN ❑ al EXISTING POWER POLE I.I CONTOUR INTERVAL =2' EXISTING FIRE HYDRANT EXISTING WATER MAIN ® PIPE NAME Y �I o •.I � a 3 e � .l p I FRONT YA SET B CK 4-I ER T ; �E LLEY DR I _ -- PROPOSED - " -- APARTMENT 59' BUILDING "B" 591 APPROX. FF. =34400 i -R' _ u o - - -- z o n TJ 1. I A N 482854 W' �' ------ 3, CAUXIN 1 A L EXISTING UTILITIES THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF L WHETHER SHOW' ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1 -800- 424 -5555 AND THEN PO7HOLIN ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR N T CONFLICTS EXIST LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PU LIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULY LARSON & ASSOCIATES, INC. T O RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSIRUC770N. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACI7OR / DEVELOPER NOTE: THE CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING COMPACTION TESTING AND APH A IN INSPECTIONS TR C REQUIRED BY CITY OF LIC B 0 YELM AND PRIVAT IE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED A PROFESSIONAL SOILS SHOWING AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTIOIN WAS BUILT ACCORDING E THE RECOMMENDATION$ OF THE ITYIST TE RE REPORT, THE BACKFILL MATERIAL MEETS MACHIEV CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CON MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE ESE PLANS HAVE BEEN FOLLOWED. I I I O I -C G °r= 370" FOR CONSTRUCTION BY: DATE: - DueaorofP 1,1,cWorks APPROVAL EXPIRES: - -- - u PROPOSED ( --------- -� 59' APARTMENT - ' BUILDING "A° 59'I - - APPROX. F.F.= 346.50 0' 64_ -_ -___ L- _ -_ - -. �\ 10' PSE EASEMENT PER AFN 3982737 S.T.E.P. TANK TABLE BUILDING SIZE GAL. SCALE: 1` =20' OUTLET RIM INLET LE. OUTLET LE 0 10 20 40 A TANK 1 4000 - VERTICAL DATUM 345.0 340.58 6" ff THURSTON COUNTY B TANK 2 4000 344.5 NGVD 29 340.58 6" 340.3505") 336.50 BM: 1252 335.17 EXISTING EDGE OF PAVEMENT i CASED CONCRETE MONUMENT WITH BRASS O - -D EXISTING STORM MAIN CAP O INTERSECTION OF YELM AVE, & TAHOMA BLVD. EXISTING SANITARY SEWER MAIN ❑ ELEV. 347.21 EXISTING POWER POLE I.I CONTOUR INTERVAL =2' - -- - u PROPOSED ( --------- -� 59' APARTMENT - ' BUILDING "A° 59'I - - APPROX. F.F.= 346.50 0' 64_ -_ -___ L- _ -_ - -. �\ 10' PSE EASEMENT PER AFN 3982737 S.T.E.P. TANK TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET LE. OUTLET LE TANK BOTTOM A TANK 1 4000 345.0 345.0 340.58 6" 340.35(6") 336.50 B TANK 2 4000 344.5 344.5 340.58 6" 340.3505") 336.50 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 PROPOSED SHOULDER 345.50 PROPOSED CONTOUR 339.9165 341.75 2" 335.17 TOPOGRAPHY PREPARED BY CARSON &ASSOCIATES LEGEND I- 4- PROPERTY LINE DATE --R21W- R/W L INE - - -- - EASEMENT LINE - ADDITIONAL 10' UTILITIES EASEMENT ® PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE v PROPOSED SIDEWALK -- PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR .. EXISTING CONTOUR - - - -- EXISTING EDGE OF PAVEMENT Q EXISTING STORM MANHOLE O - -D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE _ EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I.I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN ® PIPE NAME REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM m c� v ' C ' O� 3 ' ''^^ �y i `b 1� C IV 1 1 OB NUMBFR 8175 0 w Q l U S S � a ' U Li U W c, LI w Ir 2 O � U v, 0 v > 2 o U C� w <c o� m i Li ?nI R: Is ro U 'T L o14 ' CO M I � 1 V- u9 J �� r � VJ m c� v ' C ' O� 3 ' ''^^ �y z co V) Q- LJJ C// DATE_ 4 -10 -14 DRAWING NO. STP 8115BASI SHEET 1' DI 2X RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. z CONSTRUCTION NOTES CONTRACTOR TO CONNECT TO EXISTING 2" STEP SERVICE BOX AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO INSTALL AUTOMATIC AIR RELEASE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET SDI. SAN /TUN 'A A FLOW ARROW TYP.--"YA STA:Of00 TO STA->f23.42 PLAN VIEW HORIZONTAL SCALE: 170' 348 346 Vl Z m n� mm mm O O h2 334 WU +WU PROPOSED 2" STEP SERVICE :Q of N 0 y N I r Zti v0 O N �J N oFz +344 - EXISTING GRADE® Cj v M NJ oa � OF FORCMAIN n M M 0 +00 0 *10 0 +20 0 +30 IJ EXISTING WATER GATE VALVE m¢ EXISTING FIRE HYDRANT -0.77% 49% m? von* 4.99% 0.24% �R -1.57% mQ 342 MMb �.. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PVC (SCH40) STEP SEWER SERVICE UNE PROPOSED GRADE Q OF FORCE MAIN 0.60% n� m n� mm mm O O M 334 WU m PROPOSED 2" STEP SERVICE :Q `r N 0 y N I r Zti v0 O N �J N p0 O O M r7 Cj v M NJ p ad i p va n M M 0 +00 0 *10 0 +20 0 +30 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PVC (SCH40) STEP SEWER SERVICE UNE PROPOSED GRADE Q OF FORCE MAIN 0.60% 1 r•10 n� m n� mm mm O O M M N .} WU m PROPOSED 2" STEP SERVICE :Q `r N 0 y N I N I Zti N d. n O N Z�W r M M M M M M r7 M M M NJ K¢Z i y M M n M M n M 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 _ EXISTING POWER POLE IJ EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT °- EXISTING WATER MAIN m? von* �R mQ MMb 1 r•10 n� o° n� mm mm O O M M N .} N N O m PROPOSED 2" STEP SERVICE • `r N 0 y N I N I N d. 7 N d. n O N O N N M M M M M M r7 M M M NJ M M n M y M M n M M n M 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 SAN RUN °A PROFILE VIEW R/W LINE HORIZONTAL SCALE: 1 " -10' VERTICAL SCALE: I " =2 APPROVED FOR CONSTRUCTION BY: DATE: DimctorofPubhi Wo,k, APPROVAL EXPIRES: SCALE: i " =10' 0 5 10 20 7RROW TYR 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 - --IZ/� PROPERTY LINE DATE R/W LINE — — - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2' STEP SERVICE VALVE -_ PROPOSES SIDEWALK u 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 IJ EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION 1 1 -22 -14 PER CITY MARK -UP 2 3 -19 -14 PER CITY MARK -UP ]BY. of We .Fe S1 8,15 U ? o Q w 0 to Q W W � S F-11 5 7 J a 2 M U qMj 41 No �s w �Om oNY' Vl � v g� cv a� Q � i -p Q C � U Q 0 VJ M � v J n Q w O IZ � W CD Z J Q Q J CL DATE 4 -10 -14 DRAWING N( 8175BASE SHEET L� OF of + I FLOW': ARRO ri STA: 0 +59.49 i ('dam) 3DVae 7N �� , ,ozX"ot 1 +I 4 a3Sod0Nd , I �I ' I I I , I T I SS I i rl II I` 1 It I I 12:1 MAX. SLOPE p J ,0 PROPOSED APARTMENT BUILDING "B " APPROX. F.F.= 344.00 I I I 379 227LF 2" PVC RIVER RUN APARTMENTS NE 1/4, SE 114, SEC 24, TWIN 17 N., RNG. 1 El W.M. PROPOSED 5' CONCRETk SIDEWALK STEP SEWER SERVCE LINE Box I I SI' FA I I I I I I I Y O / 7LE POINT T - - + - -- 1+00 3AS R) TW= 346.00 345. I I I I I I I I I I NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT 'BA PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1"=2' PROPOSED APARTMENT BUILDING "A" APPROX. F.F.-346.50 345.95 ALIGNMENT "B" & NT "A" �A s I TW =347.0 I TW =346.9)0 APPROVED FOR CONSTRUCTION BY: DATE: _ Di,ecWI of Publ is Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B'" VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 9 INTERSECTION OF YELM AVE, & TAHOMA BLVD. EI 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND — CONSTRUCTION NOTES DATE R7W LINE — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE GJM SAN RUN 'A° PROPOSED SIDEWALK C PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR Z EXISTING CONTOUR - - - -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE' PLAN VIEW ❑ EXISTING CATCH BASIN i O ONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND EXISTING WATER GATE VALVE HORIZONTAL SCALE. I"=10' ER CITY OF YELM DETAIL ON SHEET SD2. OONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION RIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER ITY OF YELM STANDARDS AND DETAILS ON SHEETS SDI & SD2. ® EE SHEET "STP" FOR S.TE.P. TANK DESIGN. m tO !b t° 2 h� Z Ini w O z +a N Q EXISTING GRADE + t+„w acwj z�z OF FORCE MAIN 1.509 Z -- —� Z ti c� PROPOSED GRADE ® — ¢ ulna ' CL OF FORCE MAIN 1.60% 1.52% N n N DE ® m a m a � vl � ' 3.09% ONCE LINE �--- STEP SEA ''I ----- FVC (SCF140) •2+ X8.53 ��ry2, INSTALL: T 1- 2" CLEAN OUT I }" WATER J LE -34279 ''. CROSSING 4" WATER CROSSNG - 4 VNATER CROSSING to N N N M � 1 +10 1 +20 1 +30 1 -40 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 2 +20 2 +30 2 +40 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT 'BA PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1"=2' PROPOSED APARTMENT BUILDING "A" APPROX. F.F.-346.50 345.95 ALIGNMENT "B" & NT "A" �A s I TW =347.0 I TW =346.9)0 APPROVED FOR CONSTRUCTION BY: DATE: _ Di,ecWI of Publ is Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B'" VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 9 INTERSECTION OF YELM AVE, & TAHOMA BLVD. EI 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND — PROPERTY LINE DATE R7W LINE — — — — EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT 0 PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE GJM PROPOSED 2" STEP SERVICE VALVE Q � PROPOSED SIDEWALK C PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR Z 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 i EXISTING POWER POLE EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM Q � s C °1 ° � ¢ Z orp N s � tO N 8115 Q= C) (Y O r z- Q ° C7 lU C7 w p c� 5 W K 1 p r�1 U tp 0 0 Z n Ir, U (p ¢rn m � s W zi7 O m Q� c�a '^ v pjv v v Q � s C °1 ° � ¢ Z orp N s � tO N cl v cn W m J w IL. I, l O cl� Iz W CL v J Q Q J CL DATE 4- 10 - -14 DRAWING N( '2 8115BASE SHEET 14 OF2 GENERAL SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSIRUC ON (WSDOT /APWA). 2. ALL APPROVALS A �101` D PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OEItIA1N ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF 5. THE CITY OF YELMI SHALL BE NOTIFIED A MINIMUM OF 46 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. AICITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF TIE TAP. 6, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC. ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8, ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE P(OPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED 'SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITIONSTEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR,TLPPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWEp FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 721ABOW THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED POWER" TAPE SHALL BE FURNISHED BY CONTRACTOR. 10, BEDDING OF THE $EWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH T E ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11, TEMPORARY STRE T PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET P/TCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE GOLD MIX CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12 EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILIRATIO OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC (CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE (RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES 15. ANY CHANGES TO! THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF TEEM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE - REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN 771E PRESENCE OF THE CITY INSPECTOR PRIOR 70 PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL 5HALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19, IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SNATCH SHALL HAVE A LOCKING COVER MODEL # 5031 -0 RAMMIT 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, IC, BEDDING AND LOCATION B) TANK INFILMA11014, EXFILMATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (HE GOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CITY" OF YELW Sh�'ER DGP.ARTMENT timv , Spec addendum I. All STPP TO ks installed larg th t 3000 P;dlons shall be fltr r luv tanks ml'g . b) cWlerCon Lim eel Solutions Inc ur Sox a In<. 2. VII fiberglass STEP Tanks Shall be installed I s qualified installets, tollovin the T I he. xx corral with Tie Do sn stra s wi On -Dend Men" ml . clir=oliot Laid sl I p SOLD- nu I ils lot Dead Mzn and strapping shall be per the mfg. 3. Buildings- ser ed by STEP Sewer. ufilizing on site "back -tip" generators for power ts. s ",.It nave electrical service installed in such a manner that the STEP .... . Ce. systcm will al o be supplied powerby th o nlnxll TTY Generalor. 4. The Pump Ct llml Panels f,, all S'FEP lank, homing 2 ur more pumps shall be BNed witli at mnsfcr swdtch modal D'I 323 UKK as nitg by Cutler Hatnmor and a male pl la, modal 70530 X113WP as mfg by Bryant toruse with the cities potlahlc mixil�aty generator_ 5. :AIL S'fflP noel$, lass than 3000 gallon shall have nnC 4" hole in the divider baffle ceuterd at 2�{- above the Moor ofnttlre tari:- S IFII'I'anks sized al 3000 gallon shall ne lnola have ol in the divider balllc ceered at 26'- above the floor of the tank 6. All ° 1'ra£lic 4a ring' Service Boxes shall be a model NISHC 1324 -12 mfg. by Mid SUIT, PI: ,ncs RC Series_ 7 All posts useq to support Pump Control Panels mast bB HOT Dipped Galvanized l Iltistmt. I R. All' fir Rele4sc, Vacuum Release and Combination .Air RehzseiVacnum Release valves sh all h' a model D-021 Combin a[inn Ain Valve 'XIINT SA AR" sized a".Cclmg to file nd g. re mmirutd tirn per pipe sire. 9 NOuunwn S TI I END, size shall be L00(1 Gallons 10 I All STEP tm @I s R i Y ino more than 1 punnp must utilL e 2" piping for he Service Line 1 I. The inxim,IUR depth of hrp' Thrall STFP Tanks shall be 60"G, n rasrred fmn nished gado to the in vert elevation of the inlet pipe to the tank. INSPECTION GUIDE FOR S.T.E.P SEWER INSTALATION A BASIC SKETC4 OF THE PROPOSED INSTALLATION MUST BE SUBMITTED TO RTE PUBLIC WORKS OFFICE PRIOR TO ISSUANCE OF PERMIT THE CITY OS YELM SEWER DEPARTMENT WILL PERFORM THE FOLLOWING REQUIRED INSPI CTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR RED.) 2) LEAK TEST TANK (2 HOURS, NO LOSS) 3) PRES ORE TEST SERVICE LINE. (70 P.S.J. WATER FOR 1 MINUTE) 4) ALL 18,1NE E BEFORE BACKFILL (SEE BEDDING AND TONING WIRE REG.) 5) A FIL INSPECTION IS REQUIRED AFTER ALL WORK (INCLUDING ICAL) HAS BEEN COMPLETED. A RECORD DRAWING IS REQUIRED SYSTEM CAN BE EXCEVIED. THESE 5 INSPECTORS INTO 3 TRIPS TO THE SIZE IF POSSIBLE. 24 HOURS NOTCF IS REQUIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: 458 -8411 IF NO ANSWER LEAVE A DETAILED MESSAGE. XERXES NOTES GUIDE SPECIFICATIONS - UNDERGROUND ONSITE WASTEWATER TANKS SHORT FORM THE CONTRACTOR SHALL PROVIDE A SINGLE -WALL OR DOUBLE -WALL, FIBERGLASS REINFORCED PLASTIC (FRP) WATER STORAGE TANK AS SHOWN ON THE DRAWINGS. THE ONSITE WASTEWATER TANK SHALL BE MANUFACTURED ACCORDING TO APPLICABLE AMERICAN NATIONAL STANDARDS INSITITUTE (ANSI) AND AMERICAN WATER WORKS AS£IGDAT10N (AWWA) STANDARDS. THE TANK SIZE, FITTINGS AND ACCESSORIES SHALL BE AS SHOWN ON THE DRAWINGS. THE FIBERGLASS WATER TANK SHALL BE MANUFACTURED BY XERXES CORPORATION. THE TANK SHALL BE DESIGNED FOR UNDERGROUND INSTALLATION, AND SHALL BE TESTED AND INSTALLED ACCORDING TO THE XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR FIBERGLASS UNDERGROUND STORAGE TANKS IN EFFECT AT THE TIME OF INSTALLATION. LONG FORM PART 1: GENERAL 1.01 QUALITY ASSURANCE A. ACCEPTABLE MANUFACTURER: XERXES CORPORATION B. GOVERNING STANDARDS, AS APPLICABLE: 1.ANSI AWWA D120 -09: THERMOSETTING FIBERGLASS-REINFORCED PLASTIC TANKS. 2.TANK MANUFACTURER SHALL BE RECOGNIZED EIY UNDERWRITERS LABORATORIES (UL) AS A MANUFACTURER OF TANKS LISTED TO THE UIL -1316 STANDARD. 3.AMERICAN CONCRETE INSTITUTE (ACI) STANDARD ACT 318 -11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. C. SUBMITTALS 1. THE MANUFACTURER SHALL SUPPLY SCALED ONAWINGS, PRODUCT BROCHURES AND MANUFACTURERS INSTALLATION MANUAL AND OPERATING GUIDELINES. PART ik PRODUCTS 2.01 SINGLE -WALL AND DOUBLE-WALL FIBERGLASS REINFORCED PLASTIC (FRP) UNDERGROUND ONSITE WASTEWATER TANKS A. LOADING CONDITIONS - TANK SHALL MEET THE FOLLOWING DESIGN CRITERIA: 1. INTERNAL LOAD -- TANK SHALL BE DESIGNED TO WITHSTAND A 5-PSIG AIR - PRESSURE TEST WITH A 5:1 SAFETY FACTOR. 2SURFACE LOADS -- TANK SHALL BE DESIGNEE) TO WITHSTAND SURFACE TURF 'S AND CURRENT AXLE LOADS WHEN PROPERLY INSTALLED ACCORDING TO MANUFACTURER'S CURRENT INSTALLATION MANUAL AND OPERATING GUIDELINES. 3.EXTERNAL HYDROSTATIC PRESSURE FOR UNDERGROUND WATER TANK - -TANK SHALL BE DESIGNED FOR 7 FEET OF OVERBURDEN OVER THE TOP OF THE TANK, THE HOLE FULLY FLOODED, AND A SAFETY FACTOR OF 5:1 AGAINST GENERAL BUCKLING, B. PRODUCT STORAGE 1. TANK SHALL BE VENTED TO ATMOSPHERIC PRESSURE. 2TANK SHALL BE CAPABLE OF HANDLING LIQUID'S WITH SPECIFIC GRAVITY UP TO I.I. 3.TANK SHALL BE COMPATIBLE WITH LIQUIDS IDENTIFIED IN THE MANUFACTURER'S STANDARD LIMITED WARRANTY. C. MATERIALS 1. TANK SHALL BE MANUFACTURED WITH A LAMINATE CONSISTING OF RESIN AND GLASS FIBER REINFORCEMENT. NO SAND /SILICA FILLERS OR RESIN EXTENDERS SHALL BE USED. 2.ALL INTERNAL MOUNTING HARDWARE SHALL BE MANUFACTURED OF RUSTPROOF MATERIALS. 0. DESIGN ?.THE TANK SHALL BE DESIGNED AS A SINGLE- VDALL OR DOUBLE -WALL VESSEL AS SPECIFIED AND SHOWN IN THE DRAWINGS. 2.TANK SHALL BE MANUFACTURED WITH STRUCTUIRAL RIBS WHICH ARE FABRICATED AS IN INTEGRAL PART OF THE TANK WALL. E. CAPACITY AND DIMENSIONS 1. TANK SHALL HAVE NOMINAL CAPACITY OF 2TANK SHALL HAVE NOMINAL OUTSIDE DIAMETER OF ...... . F. INTERSTITIAL SPACE (DOUBLE -WALL TANKS ONLY) 1. THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS SHALL BE CONSTRUCTED WITH A GLASS REINFORCEMENT IMATERIAL SUCH AS PARABEAM®, WHICH PROVIDES A STRUCTURAL BOND BETWEEN THE TWO TANK WALLS, WILE CREATING A DEFINED INTERSTICE THAT ALLOWS FOR FREE FLOW OF LIQUID. 2.A TANK TOP FITTING SHALL BE PROVIDED TO ALLOW FOR A MONITORING SENSOR TO BE INSTALLED AT THE BOTTOM OF THE INTERSTICE', 3.THE DOUBLE -WALL TANK DESIGN SHALL USE PARA13EAMO GLASS FABRIC TO CREATE THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS. 4.THE INTERSTICE OF THE TANK SHALL BE DESIGNED TO WITHSTAND 20 PSIG PRESSURE. 2.02 ACCESSORIES A. ACCESS OPENINGS 1. ALL ACCESS OPENINGS SHALL HAVE A DIAMETER OF 24 INCHES OR 30 INCHES, COMPLETE WITH RISER, LID AND NECESSARY HARDWARE. 2.3IZE AND LOCATION(S) AS SHOWN ON TANK DIRAWING. B. PIPING AND FITTINGS 1. TANK SHALL BE EQUIPPED WITH FACTORY - INSTALLED THREADED FITTINGS, OR PIPE STUBS. 2PVC PIPING SHALL AT A MINIMUM MEET THE RIEQUIREMENTS OF ANSI SCHEDULE 40. 3.ALL FLANGED NOZZLES SHALL BE FLANGED AND FLAT - FACED, AND CONFORM TO CLASS 150 BOLTING PATTERNS AS SPECIFIED IN ANSI /ASME 876.5 -2009. 4. STEEL NPT FITTINGS SHALL WITHSTAND A MINIMUM OF 150 FOOT- POUNDS OF TORQUE AND 1,000 FOOT POUNDS OF BENDING, BOTH WITH A 21 SAFETY FACTOR, 5.LOCATION OF FITTINGS AND PIPING SHALL BE AS SHOWN ON TANK DRAWINGS. C. ATTACHED ACCESS RISERS 1. ATTACHED ACCESS RISERS SHALL BE PVC OR IFRP AS SUPPLIED BY TANK MANUFACTURER. 2.ATTACHED ACCESS RISERS SHALL BE A 24 -IN(GH OR 30- INCH - DIAMETER 3.ACCESS RISERS SHALL BE ATTACHED TO ACCESS OPENINGS DURING INSTALLATION UTILIZING ADHESIVE OR FRP BONDING KITS AS SUPPLIED BY THE TANK MANUFACTURER. D. MANWAY OPENINGS (OPTIONAL) 1. MANWAY OPENINGS SHALL BE FLANGED, 22" 1 C9_ AND COMPLETE WITH GASKETS, BOLTS AND STEEL COVER AS SHOWN ON TANK DRAWINGS. 2.MANWAY OPENINGS SHALL BE DESIGNED TO WITTHSTAND 5 PSIG TEST PRESSURE WITH A 5:1 SAFETY FACTOR. E. LADDERS (OPTIONAL) i. LADDERS SHALL BE THE STANDARD FRP LADDER AS SUPPLIED BY TANK MANUFACTURER. F. ANCHORING (OPTIONAL) 1. ANCHOR STRAPS SHALL BE FRP ANCHOR STRAPS AS SUPPLIED BY TANK MANUFACTURER. 2.NUMBER AND LOCATION OF STRAPS SHALL BE AS SHOWN ON DRAWINGS. 3.PREFABRICATED CONCRETE DEADMEN, WHICH AIRE DESIGNED TO ACI STANDARD 318 -11, SHALL BE SUPPLIED BY TANK MANUFACTURER. PART III: TESTING AND INSTALLATION 3.01 TESTING A. TESTING - -- TANK SHALL BE TESTED ACCORDING TO XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR FIBERGLASS UNDERGROUND STORAGE TANKS IN EFFECT AT TIME OF INSTALLATION. 3.02 INSTALLATION A. INSTALLATION -- TANK SHALL BE INSTALLED ACCORDING TO XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES IN EFFECT AT TIME OF INSTALLATION. PART IV. LIMITED WARRANTY 4.01 WARRANTY A. LIMITED WARRANTY -- WARRANTY SHALL BE THE MANUFACTURER'S LIMITED WARRANTY IN EFFECT AT THE TIME OF PURCHASE. NOTE. CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 1/4, SEC.94, TWN.17 N., RNG. 1 E., W.M. FROM - HOUSE RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE I. a FINISH GRADE (TYPT uj a - i w s ta BACKFILL SEE RESTORATION TABLE 2 Ed b m \ it it SLOPEAIAS STEEP AS POSSIBLE SEWER LINE U u PIPE BEDDING FOR fOIL FLEXIBLE PIPE PIPE U.D. e� PIPE O.U. W CSBC = 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 OWN. CKO. SATE Y JEG TIP RESTORATION TABLE 1 SURFACE OACKnLi/ COMMENTS/ TYPE 1 TNICNNE55 COMPACTION flE0MN15. OTHER REWWEMENT$ LXOSNta 6' CRUSHED SURFACE SELECT BACKFILL FINISH CRdpE SMALL BE SIIRfACE TOT' COURSE COMVAGT lD BSR SMOOTH k LCN55TANT W1H Ewsnuc !' MIN GRADE B P.0. W RNISX ROADWAY i0 P.Q PPYFMFNT SEEECT BACKFILL CIXIEORH TO ALL E %ISnN nKfl DRAWL BgSC pANNC OVER 4' CRUSHED i SURFACE teP CWRSE COMPACT TO 959 GRADE$ AND WRB$ SLGPE$ SHALL MATCH CONCRETE SURFACC 1 MATCH EgSTNG SflfCi BACKFILL HATCH EwSTING FINISH (DRI`2WAT /SIDEWALN) CONCRETE RIICKNE55 COMPACT TO 959 lE %NRE, AND GRACE. HYIIROSEFD/ PLANTINGS FINISH MADE S4ALL BE LANN LANDSCAPE / OVER 4' MIN. TYPE q NPTIVE BACKFILL SMOOTH h LONSISTPNT TOP sou COMPACT TO BSR Wnm Exlsmm GRADE NAnvE. BA<KRLL MOUND BACKFM1L UNIMPROVED WFACE ./A 2" ABOVE E %ISPNG COMPACT i0 BS]. -_ GRADE k SMOOTH l WATER TIGHT / CAP TYPICAL IN PROTECTED AREAS / �NEQUIRE NON-PROTECTED AREAS (LAWNS, ETC.) REQUIRE SERVICE BOXES (CARSON OR RICH) 1 - EXITING GROUND - to GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANCUT STANDPIPE NEW 4' PVC SEWER PVC C.O. LINE TYP 30TA ( )( ) DOUBLE 2X SLOPE T 0 TANK SWEEPING TEE -- FERNGO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED EQUAL CONCRETE SCH 40 6' PVC PIPE ASTM D - 2 "0 -90' BEND PVC PIPE FRON VALVE W /SOLVENT DELI JOINTS. PIPE TO BE SAME SIZE SEWER MAIN N4 ®J' Do EACH WAY TOP TOP OF STEP TANK BAFFLE DEPT. OF PUBLIC WORKS TYPICAL CONNECTION AP��kO DWG. NO PUBLIC WORKS DIRECTOR DATE JY LEG TP�TP RICH N0. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ 'SEWER" (TYP.) PVC PIPE WTH THREADED P UGf III I I III I GRIP 1/2° HOLE OR SLOT FOR WIRE GALE VALVE S HALL BE SAME 512E AS MAIN (MJ%MJ) NO WIRE CONNECT TO MAINLINE USE EXPANSION FITTING$ AS REQUIRED NAIVE NUT E %TENTON$ REQUIRED ID BRING MUT TO WITHIN 24" OF THE SURFACE TYPICAL END OF LINE CLEANOUT APPRD UWG NrD PURL IC WORKS nIRFCTOR neTF JY I JEG�TP 4�2007 APPROVED FOR CONSTRUCTIOIrT BY: -----DATE:- Director of Public Works APPROVAL EXPIRES: ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOpWN ON TO OFF) .5 LEAD ON /OFF - 6 - DRAWD N 6" (4.5' OW ON TO OFF) LOW LEVEL ALARM REDUNDANT OFF �� 000 6" MIN. FLOAT SETiING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APP. -.._R` uED� DWG. NO PUBLIC WORKS DIRECTOR DATE 7-14 DCS. wN. CKU. DATE JY JEG TP 4/2007 DATE 4 -10 -14 DRAWING N( SD1 8175BASE HEET]25 II 8 „5 II 0 ELI II U N ot� p O W 2 0) W FD 1 1 1 -22 -14 P PER ARK -UP 2 2 3 3 -19 -74 P PER ARK -U W II 8 „5 II 0 ELI II U N ot� p O W 2 0) W FD O FINISHED GRADE SO'0 RISER- � tV Z R Ik O ry 21 h U Q m IU Z Zc � Z O � } � S N CC O� cT '^ v a d o v m C C� Q Z co CC Co LQN r N o tf O \� U T O R:DESCRIP:770N ON BL N0. DAM j OF 2. W Cwt Cl O FINISHED GRADE SO'0 RISER- � tV Z R Ik O ry 21 h U Q m IU Z Zc � Z O � } � S N CC O� cT '^ v a d o v m C C� Q Z co CC Co LQN r N o tf O \� U T O R:DESCRIP:770N ON BL N0. DAM j OF 2. Ili NAT, E OF BACFlLL DIRE TED ENGI EER. MKS AS PER DETAIL OR RED'S RECOMMENDATION IS MORE STRINGENT. RIGID PIPE SHALL BE SANG CITY OF YELM DEPT. OF PUBLIC WORKS CONCRETE TANK BEDDING 'ROVE DWG. NO. 3UC WORKS DIRECTOR DATE )L / -1 7 S. AWN CKD. DATE - JY LEG HP 4/2007 AIL STEP TANKS S'HAI.I BE H -20 LOAD RATED TANKS. 111115 POLICY SHALL TAKC EFFECT ON MAY d1, 2007. i -U SIZED GRACE WATER TIGHT LIE _ _ 216 MIN.PVC RLSE j -� WrHL WATER EIGHT VAULT RISER _ 14 GAUGE TONING 14 GAUGE TONING I WIRE TO SERVICE NITRE TO SS CO­, 1 n _, SBOY _ _ y_1 1 -2 PART USE ORONO TANK TO RISER CONCRETE FOR CONCRETE TANKS -a e1 ORFICE �pUMP ASSEMBLY. SEE ` 1 DWG. N0. 7-9 1 • � 1 I V -2 EL �j I _BAFFLE (NOTE 1) L - -- ' 6' MIN ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOVM TURNED INLET PIPE W10. BE DETERMINED BY BIT VFIM SEWER DEPT. NOlk.a ', PUMP CONTROL PANEL .. DELETE BAFFLE ;FOR A JUDO GALLON TANK UTILIZED XERXES PRECAST DEADPAN SYSTEM N/ HOLD DAMN STRAP AND TURNBUCKLE ASSEMBLY DWG. NO, 24' ERR OPENING AS A TRIPLEX DUMP VALET. - CITY OF Yf LM DATE 2, THE OWNER WII REVIEW TOLERANCES IN EXCESS OF DEPT OF PUBLIC WORKS 24' RIBB[D VC RISER M/ ­RP LID - -_ -- - - DIMENSIONS SHOWN CA - - -" - - -- 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 1500, 3000, 4500 CAI .I.ON AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK /PUMP TANK FLOATS AND ONE PUMP. TIIE SECOND VAULT _... 6 . HIDE (TEP) LCN IAINS TWO PUMPS. GRnpE _ AP ?HONED I PVC RISER, 4. 4000 GALLON TANKS OR LARGER SHALL HAVE TONING WIRE, 2 0" ORENCO SYSTEMS, THREE RISERS AND I IDS TAIL INTO RISER INC.. OR EQUAL PUBLIC WOR6DIRECTOR DALE r4/20N DES. DWNCNCJY RISER ADAPTOR JEG TP 7 TABLE FOR FEEDER WIRE RUN WINE SIZE MAXIMUM DISIIANCE p12 AwC COPPER 150 FEEII MI0 AWG COPPER 250 POPE aB An COPPER 350 FEEIr (SEE SPECIFICATIONS FOR ADDITIONAL INTORMATIO.N) lU SLENCf ALARM USH L HC PoR SE,N_ CALL t0 5B But CItt tX L4 5' CENTERED ON PANEL FROM POWER SOURCE NOTE PANEL SIZE MAY VARY DEPENDING ON MANUFACURER NATIVE BACKRL SPECIE ENGINES DECAL - SEE SPECIFICATIONS PAL)LOCK WIN COMMON KEY FURNISHED BY THE CITY OF YELM ALARM LIGHT AND SITE DUT10N C. 8-fool TO STEP HANK - SIMPLEX t 2 F 13 -1X12 TO STEP TANK - DUPLEX 1 2 C, 17-1,#12 TO STEP HANK - TRIPLEX TYPICAL PUMP CONTROL PANEL APPROVEQ_ XERXES PRECAST DEADPAN SYSTEM N/ HOLD DAMN STRAP AND TURNBUCKLE ASSEMBLY DWG. NO, 24' ERR OPENING 4 - PUdnC WORKS DIgECiOP DATE 6 DES. LATI 24' RIBB[D VC RISER M/ ­RP LID - -_ -- - - CND. CA JY LEG 12 TP 4/2007 N0. OESCR- 1p I }N____ - XERXES SINGI F YALL FRP TANK 2 XERXES PRECAST DEADPAN SYSTEM N/ HOLD DAMN STRAP AND TURNBUCKLE ASSEMBLY 3 24' ERR OPENING 4 IT IRS SEER ING 5 6' SCH 40 RVC INLET PIPING N/ SANITARY TEL 6 6' SCH. 40 VC "TELL STRAIGHT PIPE 7 24' RIBB[D VC RISER M/ ­RP LID - -_ -- - - 8 30' RIB6E0FVC RrSER 4/ FRP LI➢ 9 [0 II PVC SPLICE BOX N/ CORD GRIPS BIDTU➢E FILTER ,SUBS RArU N/ HIGH LEVEL LENTROL FLOAT ASSEMBLY acxTBLE c rvNECrDR 12 BASE MDUNT,BRACKET WAS TSS TER - TIS draNln9 15 Fm IHCSlrative ed"P,5 only. C-Mit xHM1 an er IAMY Fm 51 PPllwtlon, XERXES® a m company naE SMALL COMMERCIAL SEPTIC TANK GRAVITY SYSTEM WITH EFFUENT FILTER I_ °PTE 4 -11 DLNI S20- 201 -01 NOTE. &LL 1- 800 - 424 -5555 BEFORE YOU DIG. FOR FLEXIBLE PIPE (SECTION 9 -03.16 'µ500T 1994 STANDARD SPECIFIQATIONS) CITY OF YELM DEPT:_ OF PUBLIC WORKS FIBERGLASS R TANK BEDDING DWG. ND. --?,- 7 -16 3LIC WORIKS DIRECTOR GATE )ES Wry, CKD. DAif JYS JEG TP 4/2007 RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, 1'WN.17 N., RNG. 1 E., W.M. SPLJCE TO EXISTING 14 GAUGE TONING WIRE TO STEP TANK CONNE Net PVC TO J OF Or I SERA SERVICE TINE 1" FBI BALL VALVE SL a 1" CHECK 2- 2" INSTALLATION HOTEL ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOLT - SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSIALLEG IN CARSON BOXES ACCORDING TO DRAWING. b. SERVICE BOX - CARSON INDUSTRIES MODEL NO 14198 WIN BOLTED HINGED COVER OR EQUAL GUY, ER MARKING TO READ 'SEWER' (USE IN NON - TRAFFIC AREAS) 14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING ARE SPLICES SHALL BE CONNECTED BY USING ED KITS MANUFACTURED BY 3M 1 SCHEDULEJ 40 PVC SWP PVC SWING (BECK VALVE SL x SL 1" KID BALL VALVE, SL x SL 1' PVC NIPPLE, SL x SL- 1' x MAIN 81A. PVC REDUCING TEE SL x SL x OF 2 OR PIPE SADDLE 2- CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1" SERVICE CONNECTION APPROVED DWG. ND. it I 7 -1 PUSUC WORKS DIRECTOR �GMMA DES. DWN. CKD. DAZE JY JEG TP 4/2007 EVERGREEN PRE-CAST, INC. �r- 4- 9 P-0. )fT2 Jh WA SJ91LI tYeWNe I'S3)30365.i! FAX (253) 8632901 3000 GALLON STEP TANK r- i i 191 1 1 if i S.T.EP. /PUMP TANK DETAIL L 2 3 4 5 6 7 B 9 10 15 1 /8' tJ 1/4' (TYR) t8' I' -It 1/9 - - - - -- Opt i anal prefabricated engineered concrete deadmen shown o a616a1*61a FIE 6• CIA. fIE6E -YNl GAP. 41 rALLOtC I TOP OF 0 do TANK #1 I EIn= 340.58 TANK #2 LEin= 340.58 XERXES 40011 GAL. TANK OR AS ROVE EQUAL. (SEE TANK DETAIL ON T IS STUFFT) INSIDE BOTTOM ELI TANK #1 RIM =345.0 TANK #2 RIM=344.5 J/1 I Eout= 340.35 #2 L .Gut= 340.35 `CONCRETE DEADAMEN (SEE DETAIL THIS SHEET) FORM CONDUITS TO kl� POST OR CHANNEL. SEE TYPICAL PUMP CONTROL PANEL DET AIL DRAWING N6TROL PVC CONDUIT SSURE 6rRA/r ATTACH. CONDUIT TO POST TH STAINLESS STEEL TWO HOLE STRAPS - CONCRETE -E %IS ➢NG GROUND I TO NEW �N TO STEP TANK ELECTRICAL PANE_ ` DIA APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public W ..R, APPROVAL EXPIRES: TANK f13 RIM = 345.15 LANK #3 RIM = 345.50 v QRENCO DUPLEX PUMP PACKAGE TOP OF TANK ELE 34250 LE out=341. 75(2 ") 1M (MODEL APPROVED • ° , EQUAL. SEE CITY OF YELM DETAIL 7" 1 7 -14 ON THIS I E in= 339.91 Q v SHEET, 2Oor ° M Ny HIGH WATER ALARM EL =SEE TABLE PUMP "ON " EL SEE TABLE,_ LAG PUMP "OFF" EL SEE TABLE. _ `7 L EASE PUMP "ON" F 1 -SEE TART F LEAD PUMP "OFF EL -SEE TABLE • 1.33 LOW LEVEL ALARM EL-SEE TABLE 29 EVERGREEN PRECAST 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) INSIDE BOTTOM ELE/.= 335.50 1258' - I TANK BOTTOM ELEV= 335.17 - 6 "PVC(SDR35) 02.07" REMOTE POST - RE5IDFNTIAL PUMP CONTROL PANEL INSTALLATION APPROVIOP., DWG, NO .. - 7 -4 )ES. WIN LKO. JY DEG TP Deadmen for 4' -, 6'- & 8'- Diameter Tank Installations ,• - -I I 1 ^^ L r \ � S i t Product Specifications Dcadmcn for 4'-, 6' and 8' Diameten Tanks 1 ➢ral lrnOff '11, n.;l 11 ne1-h Ilr, Inr .,P OI't'. Lot 1 1P 12 X12' iN00 16 12 "x 12" 2,400 18' 1 12" % I2" 2,700 law -to -Jaw $typo '17 CIOS2d. Ufandln9 t[c (6 "� Gen ?FBI Notes 1. DELAXPo n o,oi,,Pe, a o" o,'a fl, lan4 25,00) gYtdiis Dr L.De, Lobo, biM on the number of contairroen[ nInTP >. access IVYl NI. IPlitt, on. tD XAXe, nstallatb ManL'a,lOruategGiVel ne•. or- /Ca,Xel �aMs rel'e,..nta... fo-ron n50m1a bit XERXES7901 Xerxss Avenue SOUl11, Minneapolis, MN 55431 GSA a za company 95P 897- 1890 WNM'XCU.C, rl,rD makinga Idii ing difference' P 2012 XorAn Corporation XERXES FIBERGLASS TANKS OR APPROVED EQUAL aasICJl2ih TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL FIBERGLASS o0 LEAD PUMP LAG PUMP LAG PUMP WHO STAINFGL SILL ALARM ELEV. "OFF' ELEV. "ON" ELEV. BOLTS AND NEOPRENE "ON" ELEV. ALARM ELEV. GSKET z v MIN (TTPJ I-1'fl /4' ALL LIPS 338.30 338.68 339.06 MIN 339.94 340.44 FINISH GRADE 1,_ op SLOPE P, NA _... 6 . HIDE (TEP) n ATo-- GRnpE 14 GAUGE COOPER I PVC RISER, TONING WIRE, 2 0" ORENCO SYSTEMS, TAIL INTO RISER INC.. OR EQUAL - ORENCO TANK 10 RISER ADAPTOR (FOR USE WITH NON - 9i9FFIC BEARWG TANKS) RISER AND LIB SHALL BE 50" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS, RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED t- DWG NO. 7 -18 PUBLIC WCRKS DIRECTOR DATE DES. 0 C D. PAT" JY JEG TP 4/2007 TANK 3 PUMP ELEVATION SPECIFICATIONS LOW LEVEL LEAD PUMP LEAD PUMP LAG PUMP LAG PUMP HIGH LEVEL ALARM ELEV. "OFF' ELEV. "ON" ELEV. "OFF" ELEV. "ON" ELEV. ALARM ELEV. (LIQUID LEVEL) z y 338.30 338.68 339.06 339.56 339.94 340.44 WA v4S 00 BD$ too of i 111 AP @ Sr o tiff -- REVISION BLOCK NO. DATE DESCRIPTION BY i 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM z y CPI T ILL LL C 7 JOB NUMRCR 8115 Lo 11 L) Ur l C r) L/ I a) v \r 2 IF ly C) UM ern m IC Ls lil 0 CJ Df �UEd J- z d i N c� OeCT L. '^ 8 V I� d- Q � � \J J a) O V a�i S C lac P� V OV DD DD Z O (Ln U J - (f) ZCn VJ DA IF - 4 -10 -14 DRAWING NO SD2 8115BA SE SHEET 16 OT 22 S' S CG W C) 2 z y CPI T ILL LL C 7 l C r) L/ I a) v \r 2 IF ly C) UM ern m IC Ls lil 0 CJ Df �UEd J- z d i N c� OeCT L. '^ 8 V I� d- Q � � \J J a) O V a�i S C lac P� V OV DD DD Z O (Ln U J - (f) ZCn VJ DA IF - 4 -10 -14 DRAWING NO SD2 8115BA SE SHEET 16 OT 22 PIPE TABLE PIPE LENTH DISCRETION 1 CONTRI 28LF 4" DI CL50 CONTR' CTOR 6LF 4" DI CL50 3 RDS. 456 - -- 4" DI CL50 4 TO INSTALL FIRE DEPARTMENT CONNECT (FDC) PER CITY OF _52LF 41LF 4" DI CL50 .:� EXISTING SANITARY SEWER MANHOLE 65LF 4" DI CL50 6 EXISTING POWER POLE ELF 4" DI CL50 7 51LF 4'" DI CL50 8 •1 1 38LF 4" DI CL50 9 67LF 4" DI CL50 U 6LF 4" DI CL50 7 STE 4" DI CL50 5LF 4" DI CL50 122LF 4" DI CL50 1 5LF 4" DI CL50 __qp 6LF 4" DI CL50 128LF 4" DI _. CL50 6LF 4" DI CL50 O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SIT WN AND PER CITY OF YELM DETAILS ON SHEETS WDi. 2O COI TRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CO D177ON PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. OCOE TRACTOR TO INSTALL TYPICAL 48LF- I #" WATER SERVICE AN BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DE74ILS ON SHEETS W'D1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. O GO Ff TRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AN PER DETAIL ON SHEET WDI. OCO TRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PR VENTION ASSEMBLY (ODCV) AS SHOWN AND PER DETAILS ON SHEET WDL © CORACTOR TO INSTALL TYPICAL 702LF- I }" WATER SERVICE AN BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DE ITS ON SHEETS WD7 & WD2. PROVIDE RPBA BEHIND METER AS HOWN AND PER DETAIL ON SHEET WD7. BUILDING FIRE LINE NOTES: e CON TR}1CTOR "y TO INSTALL(1) B "X8 "X4" TEE W/ THRUST BLOCK. ® CONTRI CTOR TO INSTALL(1) 4" 90' BEND W/ THRUST BLOCK. ® CONTR' CTOR TO INSTALL POST INDICATOR VALVE (PVI) PER CITY OF YELM PROPOSED SIDEWALK STAND RDS. 456 - -- I ! ® CONTR CTOR TO INSTALL FIRE DEPARTMENT CONNECT (FDC) PER CITY OF { yII' 1' 8, II _ v , z' RI VER RUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. WATER PLAN 6` ROW DEbiCATIOU ^ S49'32'38 "E 19400'' -- - 10' SIDE YARD --------------------------------- RBOBOSED _76's2O'�6A8AGE_�LYP_)._ _________ 17 1 � i i i I CA=N- I THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA77ON PRIOR '-0 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXIS77NC 077LIlIES AT LOCA17ONS 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 INFORMA77ON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT L RSON & 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 RL,,11RED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINFE -R WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MWMOM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE FLANS HAVE BEEN FOLLOWED. i- I � B ' C SPRINKLER ROOW PROPOSED APARTMENT 59' BUILDING "B" 55 APPROX. F. F. =344 00 I �•�' " �S 64' SPRINKLER F PROPOSED 59' - -- APARTMENT BUILDING °A" APPROX. F.F.= 346.50 - - - - -- 6� - - - -. -10' POE EASEMENT PER -AFN-3982737- I I 10' I APPROVED FOR CONSTRUCTION BY: DATE:-- DuecNr of Pnbk Works APPROVAL EXPIRES:_ SCALE: 1 " =20" 0 70 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P,4! PROPERTY LINE "y R/W LINE — — - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —Ti PROPOSED 2" STEP SERVICE ' PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK 1' 1 PROPOSED SHOULDER 456 - -- I ! :- EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT '� EXISTING STORM MANHOLE 15 EXISTING STORM MAIN .:� EXISTING SANITARY SEWER MANHOLE FRONT , ❑ 3 YA EXISTING POWER POLE ,o EXISTING WATER GATE VALVE SET B CK .. EXISTING WATER MAIN ® PIPE NAME •1 1 � � DR, -'I U , i o � 1 M 1 __qp . -.1 CA=N- I THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA77ON PRIOR '-0 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXIS77NC 077LIlIES AT LOCA17ONS 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 INFORMA77ON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT L RSON & 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 RL,,11RED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINFE -R WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MWMOM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE FLANS HAVE BEEN FOLLOWED. i- I � B ' C SPRINKLER ROOW PROPOSED APARTMENT 59' BUILDING "B" 55 APPROX. F. F. =344 00 I �•�' " �S 64' SPRINKLER F PROPOSED 59' - -- APARTMENT BUILDING °A" APPROX. F.F.= 346.50 - - - - -- 6� - - - -. -10' POE EASEMENT PER -AFN-3982737- I I 10' I APPROVED FOR CONSTRUCTION BY: DATE:-- DuecNr of Pnbk Works APPROVAL EXPIRES:_ SCALE: 1 " =20" 0 70 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P,4! PROPERTY LINE "y R/W LINE — — - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK - PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR :- EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE ' .. , ❑ EXISTING CATCH BASIN .i EXISTING POWER POLE J EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. EXISTING WATER MAIN ® PIPE NAME BERRY VALLEY DR, , N419'28 -1 "_VI =i t c � I CA=N- I THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA77ON PRIOR '-0 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXIS77NC 077LIlIES AT LOCA17ONS 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 INFORMA77ON AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT L RSON & 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 RL,,11RED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINFE -R WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS AND /OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MWMOM CITY /STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE FLANS HAVE BEEN FOLLOWED. i- I � B ' C SPRINKLER ROOW PROPOSED APARTMENT 59' BUILDING "B" 55 APPROX. F. F. =344 00 I �•�' " �S 64' SPRINKLER F PROPOSED 59' - -- APARTMENT BUILDING °A" APPROX. F.F.= 346.50 - - - - -- 6� - - - -. -10' POE EASEMENT PER -AFN-3982737- I I 10' I APPROVED FOR CONSTRUCTION BY: DATE:-- DuecNr of Pnbk Works APPROVAL EXPIRES:_ SCALE: 1 " =20" 0 70 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P,4! PROPERTY LINE "y R/W LINE — — - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE • PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK - PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR :- EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE ' .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .i EXISTING POWER POLE J EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. EXISTING WATER MAIN ® PIPE NAME REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM JOB NUMBER s,1s O N U Z Of 0 2 z w U O Z iil U � V O O U W n n �n O � ICI Z o u� U 7 W� m ws Z zC) � � S zN� co y. v Q n V N V O� Q S Q C 4 O U �F 0 V�i O. , a: J o 0 ON W co `' / cr DA FE 4-10-14 DRAWING AR WAT 8115BASE STILL ZOF2 BERRY "VAL CONSTRUCTION NOTES O1 CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND ONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY ISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF^- 1 }" WATER SERVICE NO BOX AS SHOWN AND i'ER CITY OF YELM STANDARDS AND ETAILS ON SHEETS WDI & WD2. PROVIDE RPRA BEHIND METER S SHOWN AND PER DETAIL ON SHEET WD). 4O A ONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN NAIND PER DETAIL ON SHEET WDI. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW REVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON HEET WDi. © CONTRACTOR TO INSTALL TYPICAL 63LF^- 1 }" WATER SERVICE NO BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND ETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER �5 SHOWN AND PER DETAIL ON SHEET WDI. O7 CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. N4928'54 "W NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. i RIVER RUN APARTMENTS NE 114, SE 1/4, SEC 24, TWN.17 N., RNG. 1 E., W.M. z Q ob ? PROPOSED 4" / �¢ / CONCRETE SIDEWALK / � ��/ u PROPOSED S STREET LIGHT LOCATION i, �(TYP) 4'qJ �� -346- n -- / PROPOSED 5[ CONCRETE SIDEWALK - -' ¢S LE -34281 I .. STA.1+0T. Atli LE- 341.90 " ul ,(AG4hECT lO E)OS1INO i 45.75 ,/ g0 NSTALL• t O1 B' WATER SNB i gh5 INSTALL: 1 -45' BEM ',345.82 �'�� /� �/ ALL• )� THRUST BLOCK TWIST BLOCK 1' 347E vaYE / ltrr^e' Hcla -faoI WATER MAIN a .fsr3) ,74'SfiT J5 � / / ' T - �� / % r. -. STA 1+61. 131T ; : - `1.6 LATE VALVE - LE -34239 'sue 9 7v� Jolm" TEE _____. 1-' F-+W HYDRANT SPOOL - 46_____ ____�_.1�43 BEND 20 TW. T�Op( I ,� ,Vk 1HAUSTO.00If STA. 1 +9805 = o+ IILF«C PNa(a -1d0) wTERSECTION "E CE" & 4 -�- /� > I PARKV.Qi ALIGNMENT "A" V /W N w / j Z / Db A, ( 6 % GD FLOW ARROW rYP. o , N X (j )FIRE HYDRANT FDC 3 PN 9 aasss ° / IIIII v J 66 �6 0 SET BACK o h, / v a 348 +A - ALIGNMENT 'A " PLAN VIEW HORIZONTAL SCALE: 1710 APPROVED FOR CONSTRUCTION BY: DATE: D,ec[oe of Public Woks APPROVAL EXPIRES: PARK AREA TW= 346.00 SCALE: 1 "' -20' 46s0 0 10 20 40 PROPOSED APARTMENT BUILDING °A" APPROX. VERTICAL DATUM F.F.= 346.50 THURSTON COUNTY NGVD 29 BM. 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 34 Z 21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ALIGNMENT 'A' PROFILE VIEW HORIZONTAL SCALE: 1 " =10r VERTICAL SCALE: 1"=2' REVISION BLOCK NO. DATE DESCRIPTION 1 7-22 -14 PER CITY MARK -UP V 2 3 -19 -14 LEGEND V � p C7 V � b O ,4— PROPERTY LINE cr O ty� w R/W LINE r + v EASEMENT LINE --- - m - - - - -- -- -� ADDITIONAL 10' UTILITIES EASEMENT w m PROPOSED IRRIGATION METER m N m M PROPOSED GRADE O o zw ! wll DRIVE o v b PROPOSED FIRE HYDRANT II o�n cow o> v w m ¢ ® PROPOSED WATER METER e w EXISTING GRADE ® + Fw _ mm - OE OF DRIVE ? W—W PROPOSED WATER MAIN ° z � PROPOSED SIDEWALK _ PROPOSED SHOULDER ', , - -- 456 - -- PROPOSED CONTOUR _. -0.50% _ '.'', _ -.. _ - EXISTING CONTOUR —'. -- - - - - -- EXISTING EDGE OF PAVEMENT 0 EXISTING STORM MANHOLE low —a- P a -fb0) wA7ER LLAE� D- - - -D EXISTING STORM MAIN n s• PYC(a- % WATER MAW I -.... _ -- _- _ -.. _.. - EXISTING SANITARY SEWER MANHOLE Cps 6• PVC(a -1 30) WATER "\ EXISTING SANITARY SEWER MAIN '.. I 4OLF -8' PVC(a -130) WATER MAIN ❑ EXISTING CATCH BASIN J EXISTING POWER POLE -- EXISTING WATER GATE VALVE 1+61. A31T ',. 12' STORM EXISTING FIRE HYDRANT LE -3424 CROSSING EXISTING WATER MAIN '.. 1-B' GATE! VALVE - �r... 1 -20LF -FIRE HYDRANT SPOOL ., -___ -- �� OCIC -_- -.. - -_ -___ .. LE-341.40 f OLE�342B1 STA:1+87. A31T INSTALL: RAL EX 4" SE WER CONNECT 70 E70S1164R 6ISTALL' LE-3" 1 -45' BOO I� CROSSING . WATER STUB NSTALL: 7HRUST BLOCK TEE ,. -4W SEND 1THA N*WW BLOCK BBOQK . rcl N r() c0 tri u] ul cp L'j c0 N c0 M t0 0 c0 «] r u) M M M M M r'1 M M M M M M M M M M M M M 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 " =10r VERTICAL SCALE: 1"=2' REVISION BLOCK NO. DATE DESCRIPTION 1 7-22 -14 PER CITY MARK -UP V 2 3 -19 -14 PER CITY MARK -UP V � ]GJM C7 V � b O cr O ty� -� �.M \ F w I � i W4 r 4EoA; d'C! EPBG1?4'i II � LEN OB NUMBER O U R Y 0 Ct w 5 w l u O 1.1 U U t I, o C) L m O u) o_ o- on v �rn IJ m 1 I U R a L N V co r, �r V V v V � C7 V � b O cr O ty� W' w Q � O I� W QZ --JQ 'Q J CL DATE 4- 10 -T 4 DRAWING NO. W1 8115BASE SHEET 13L OF CONSTRUCTION NOTES CONTRACTOR TO CONNECT TO EXISTING 27LF- 8° WATER STUB AS SHOWN AND PER CITY OF HELM DETAILS ON SHEETS WDI. CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO INSTALL TYPICAL 58LF- I }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & W02. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. CONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WDI. 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 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE REBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. RI VER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. APPROX. F.F. -346.50 1 112- 344 8 (TYP.� SERVICE III 4" BOSSING WA L, ' 4" MATER) 'i � I... CROSSING 342 336 334 BUILDING °B° ALIGNMENT 'BA APPROX. PLAN VIEW F.F.= 344.00 HORIZONTAL SCALE I`10' i a O 1 112" WATER SERVICE.__. (TYP ) t an 1 ! , A(4* i r, �i III 4' WATER j CROSSING� 12" STORM CROSSING I a VALW 1 LE�=44 —PL/W— R/W LINE OOK I '.. wpq' 7MOST BEND PLOOK ALIGNMENT 'BA PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE.. P' -2" NOTE: BALL 1 -800- 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: DI=to[ of Poblic Woks APPROVAL EXPIRES: SCALE: I " =10' -t -�-- 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 ",42 PROPERTY LINE —PL/W— R/W LINE — — - - EASEMENT LINE 1 -22 -14 ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER 3 -19 -14 PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W--1Y PROPOSED WATER MAIN No PROPOSED SIDEWALK OJ r r N m n 6 N m c0 M p M p M M O r N O LJ EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT (O O p U W r. CJ N v 0 +00 0 +10 0 +2C) 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60) 1 +70 ALIGNMENT 'BA PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE.. P' -2" NOTE: BALL 1 -800- 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: DI=to[ of Poblic Woks APPROVAL EXPIRES: SCALE: I " =10' -t -�-- 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 ",42 PROPERTY LINE —PL/W— R/W LINE — — - - EASEMENT LINE 1 -22 -14 ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER 3 -19 -14 PROPOSED FIRE HYDRANT ® PROPOSED WATER METER W--1Y PROPOSED WATER MAIN _ PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - - EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE LJ EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM V C `ti O ` c U ti O Q; r s s } A e11s v i v WQ N V m v mJ V C `ti O ` c U ti O Q; r s s } W O O p U W r. CJ N v W LJ S > n Cr o u� vro �L o� Li � 5 iy Y5� z O d Y � Q O N C7 co V! v i v a N V m v mJ V C `ti O ` c U ti O 1_: } cn w Ii w(� W W O Zct� L zi Z c�d ( V J Q cl- Q DA Ili 4 -10 -14 Y2 11 81158ASE HFEI 19 OF 2-1 11 IV I— co cL_ �G V Z O 1 V LE -J4 MSTALL• ' I - 87(8'X8' 7EE S-r DATE VALVES MUST BLOCK A / VEH RUN APARTME/VT5 NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. : ONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF— 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WO1. O2 CONTRACTOTO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPAN IES. O CONTRACTOR TO INSTALL TYPICAL 58LF— 1 I" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ONE SHEETS WD7 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN LAND PER DETAIL ON SHEET WD7. OCONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD1. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (ODCV) AS SHOWN AND PER DETAILS ON SHEET WD1.! © CONTRACTOR TO INSTALL TYPICAL 63LF— 1 } " WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & W02. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. O CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. 346 344 338 Sz LE—J42.88 WSTALL• 336 I. 87189(8' TEE '.. %-8- WE VALVES THRUST BLOCK 334 r.., — V.50 %... _ STORM GROSSING III 73LF• -8- PNx04 -130) WA,MV AMWJ PLAN VIEW Z c, HORIZONTAL SCALE: 1 =10 7� 12" S70RM /�2" SEWER 122LF- " OKaM) FRRE 11ME CROSSING � / CROSSING Aj I181F -8' PH WATER AIABJ 1 «4- PB THRUST BLOCK 0.50% 18 "(MIN.) "(MIN.) 6° (MIN.) 128LP -4- Dl(CL30) FIRE LOW- :0 . +4Bjjkl&777?T -337.44 rALL' O' BEND UST BLOCK APPROVED FOR CONSTRUCTION BY: --DATE:— Di'w ., Il Wnrks APPROVAL EXPIRES: SCALE: 1 " - =10' 0 5 10 20 VERTICAL DATUM THORS70N COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND —P_,� — PROPERTY LINE —R,* R/W LINE — -- — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN GJM PROPOSED STORM LINE + PROPOSED LIGHT POLE GJM PROPOSED SIDEWALK - -- 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 11 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN pkx( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0 0.00 EXISTING TOP OF PAVING SPOT ELEVATION a N —0 +40 —0 +30 —0 +20 —0 +10 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +701 +77 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10" VERTICAL SCALE: 1 " =2" NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. REVISION BLOCK NO. I DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM O� M� M N] a N —0 +40 —0 +30 —0 +20 —0 +10 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +701 +77 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 " =10" VERTICAL SCALE: 1 " =2" NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. REVISION BLOCK NO. I DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM �11 w „n n cs r L" H c� w w c� <y cif a W w CI -r C) C c. c, 5 � U� 1 n.. o� r, T r� 2i n I U V z 1 O L C � � U n � O c `T, a 4� C cdu F O�/� /V Ji LL S' w 1. � U �-J w w O zci_-n CL z� J Q Q J CL '\ 1 DATE.. 4 -10 74 DRAWING N( W3 8ESr3A SE SHEET z1,OF 1 GENERAL WATER NOTES L ALL WORKMM''SHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF Y,LM STANDARDS AND THE MOST CURRENp COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CON TRUCIION, 2. ALL WORK 1 CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM ME CITY OF YELM. PRIOR TO ANY WORK COMMENCING, TIE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCRON MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED U1T TIES AND THE CITY OF SEEM, CONTACT THE I UBLIC WORKS DEPARTMENT AT (360) 458 -8416 TO SCHEDULE THE MEETING, THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDI OF 21, A qD MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 3OTL5)B. POLYVINYL CHL RIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET ME REQUIREMENTS OF AMA DREG, CLASS 150 WAL THICKNESS EQUAL TO OR GREATER THAN ME SDR OF 18, AND MEET ME REQUIREMENTS OF WSDOi STA CARD SPECIFICATIONS SECTION 9- 30.1HXA. POLYVINYL CHL RIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET ME REQUIREMENTS OF AWWA C905 WALL THICKNES EQUAL TO OR GREATER THAN ME BOB OF 18. DUCTILE IRON PPE (DIP): DIP SHALL CONFORM TO AMA 0151 CLASS 50 OR GREATER, AND SHALL BE 1116 -INCH CEM NT LINED AND SEALED IN ACCORDANCE WATT ANSI /AWWA C104/A21.4 -90, AND MEET ME REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESIDENT WEDGE MRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL NICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM i0 AWW IA A 509 -80. VALVE I' S SMALL BE MUELLER, M:& H, KENNEDY, GLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929. MUELLER CENTURION, OR CLOW MEDALLION OR AVE, HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6, ALL LINES S ALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION ;OTE 1). Z ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER ME TINA GROUND SURFACE. ME MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER - 1 INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A T S ANDARD METAL DETECTOR. TAPE SHALL BE RR TE A TAPE "D" OR P AP ROVED EQUAL IN TO TRACER TAPE, INSTALL 14 GAUGE HEAV DUTY DIRECT BURY COATED COPPER WR E PAIGE "UF_ SINGLE LE WRAPPED AROUNp ME PIPE, BROUGHT UP AND DEC OFF Y 3-MVO BODY ROVED EQUAL. CONNECTIONS ALL OC SHALL USE WRE NUTS WND A LBR SPLICE KIL MANUFACTURED BY 3 M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PI SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN 8 PROVIDE TRAPPC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTED. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE'ILINE LOCATIONS SHALL BE MARKED ON ME FACE OF THE CURB WITH AN EMBOSSED "W' 114 INCH INTO CONCRETE. IF CALL UNDERGROUND LOCATE AT 1 -600- 424 -5555 A MINIMUM OF 45 HOURS PRIOR TO ANY EXCAVATIONS. i 12. ME CITY WL�BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION" CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13, AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, ME EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE ME NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION 10 THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF ME PROJECT, ME CONTRACTOR SHALL OBTAIN A PUNCH LIST'PREPARED BY THE DIETS INSPECTOR DETAILING REMAINING ITEMS OF WORK 70 BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO ME SATISFACTION OF ME CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15 A COPY OF TWESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. BE ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND ME CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. ME CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND OR OMISSIONS ON THESE PLANS. V ;\ r tk•' ^rTOPPIVi WI �11 TOP VI W TOP (VIEW T WYE U 4 LIF ,� TY SIDE YIW •; \• ✓ \� P� ,j/ SIDE VIEW ./TEE \,� _ CROSS _GATE VALVE HORIZ. BEND = E`er iv h�vv,�, F011 F, ; X1 `y IT x.\A\\S\r� \;�\ TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG! PLUG PLUGS 45° - g0° VERTICAL $END CITY OF YELM, WASHINGTON NOTES: _ DEP'. OF PUBLIC WORKS I. CONCRETE THRUST BLOCKING TO BE STANDARD POURED A AINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC B RRIER SHALL BE PLACED BE- TWEEN ALI THRUST BLOCKS & FITTINGS. -APPRM-ca Dwc n'D 3. ANCHOR R BAR SHALL BE 5/8" MINIMUM 6-13 DIAMETER, PUBLIC HORNS DIRECTOR DATE DCS. D'MJ. CND DATE ES G �� TP NO TE, 7- Top view operating nµ1 \ Imo- Limits of payment I I Paint Hydrant Weather shield Sun Yellow High and Hydrarpt Lock Grade Enamel Donnet 1" IF 13312 2 /2 H0sa connection ANith ihrleads HYDRANT OFFSET 4' learner connection With SIT Ihreads See Ago & 5" Sh rz adapter valvevaltembdTUF d 1�4" f�oo e 16 24' Style $ -37 AR SC cap 6 -11 r I Ground To suit Standpilpe -' trench de t P h 3' Minimiurn - - 6" Flanged fire hydrant tee rE, ch Pi B Joi nt 6" 170 v 6 [BA ,A Ir ' 8" Inc. Me DO' -' �_ 97alug �6" Class 52 ductile iron Pipe c P P wf to length h 6" t ae 9 I valy e FL See nob % MJ �- e below - L- Varies 4"18"x16" concrete block �H dr an} shoe Beckfill to top of drain ring) housing bolts with 2" washed rock as shown Plastid barrier between 6' x 6' sheet Of I i mil. plastic or con- thrust block and tee Notes siructioIF is bric, covering 2" waslhed rock I. Hydrants shall be located in Concrete thrust block accordance with Section 6.060. cast- in -Ploce against In addition, a minimum three foot flf ing only radius unobstructed working area shall be Provided around all hydrants, 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion of DEPT. OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion 3. Gate valves shod be resilient wedge FIRE HYDRANT IRS with O -ring seals, VCVR ends shall) be Mechanical joint by ANSI flanges, _ Valves shall conform to AWWA 509 -80. APPR -- Valves shall be Mueller M &H, Kennedy, DWG. N0. Clow R/W or Waterous Series 500. -- p PUBLIC WORKS pIRECTOR OATS 6 - 7 4. Fire Hytlranf lock payment is re wired 9 city ill DES. or Y der and i DWN. n stall. CKO. iP DA E s JEG V, TBUT THRUST AT FITTINGS PIPE DIAMETER IN POUNDS 90•BE ND 3,600 THRUST AT 200 POUNDS 45 BEND 2.000 LOADS PER SQUARE 22_1/2• BEND INCH OF WATER PRESSURE 11 -1/4' BEND DEAD END OR TEE 4 BODY, �G G EXTENDED OUTSIDE PVC RISER PIPE THEN -J (,000 500 2,600 6 ",000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15, B00 12" 32,ODO 17,400 8,900 4,500 NOTE:ALL TYPE��F B 1�DL y G WELDS TO SH AFT SHALL BE 1/4" DIR 22,700 14" 43,600 23,600 12,100 61100 LYETHYLENE PIPE) EG VALVE -_ 30,800 I6 "- 57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONICRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH, FLITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90" BEND IN SAND AND GRAVEL 32,000 LBS & 3000 LB /S.F. = 110,7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TC) WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOiL BEARING LOAC FOR HORIZONTAL THRUSTS WHEN THE DEPTb OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 11000 SAND 2,000 SAND & GRAVEL 31000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY 1- 800 - 424 -5555 BEFORE YOU DIG. THRUST LOADS APT DWG. N0. PUBLIC WORKS DIRECTOR PATE -61 4 DES. DWN. CKp. GATE FS JEG TP I d /onm RI VER RUN A FA R TMEN TS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. ..:_12" A2" A B � �p-� -RECESSED HANDLE TYPE -- -- COVER 13 1/4" 15" -3• 3' x 4' � -- INLAND FOUNDRY 248 CLASS 30170 10" 8 3/4" �6 3/4 VALVE BOX WITH 17 1/4" 15" CONCRETE PAD "WATER" CAST IN LID - -'- I ( OR OECD 910 z , L SECTION rc I 3 j METER BOX FINISHED GRADE I i/2 " -2" POLYETHYLENE LINE OUTSIDE PAVED AREA I _z" MALE� ADAPTER TRACER WIRE ° a� 10" OR 18" � 3 � BALL VALVE J SEAL WITH AR4000W WEDGES LENT (CURD STOP) 'v - �6" SDR 21 PVC PIPE W \ GATE VALVE N; I rl n CONFORMING TO ASTM 7 0' ACP o I; 3034. RISER PIPE TO BE CSTC II PLUMB AND CENTERED SERVICE SADDLE �. ( _- I L OVER VALVE STEM. ROMac 2025 OR V BALLAST I_ I 0.5' CONCRETE CL 30 I_ 00 i' INSIDE PAVED ROADWAY NOTE, � 0 -VA LVE STEM RISE R ALL VALVES MUST HAVE 14 GLADE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, �G G EXTENDED OUTSIDE PVC RISER PIPE THEN -J EXTENDED ONE FOOT TOP OF VALVE BOX. B VALVE STEM EXTENSION LEGEND V. Q VALVE OPERATING NUT OR 1 7/8" COPPER X 1 7/8" X 2" HIGH GRADE STEEL - THE DCVA MAY BE INSTALLED ABOVE OR BELOW WELDED TO RISER SHAFT. THE GROUND PROVIDED ALL CLEARANCES ARE MET O 3/16" Thk X 5 1/5" DIA STEEL Y F GUIDE PLATE WELDED TO RISER - SHAFT. T CD 2 "X2 "X 3/16" SQUARE STRUCTURAL _ NOTES N0. C86 ]] STEEL TUBING TO FIT OPERATING ERATI NG I NUT. LENGTH AS R EQUIR ED. FDESDWN, NOTE:ALL TYPE��F B 1�DL y G WELDS TO SH AFT SHALL BE 1/4" DIR FILLET WELD ALL AROUND. LATION REQUIRED FOR LINE (EASE 200 LIPS DRISCO PIPE i FLY VALVES. �Dwc�NO. LYETHYLENE PIPE) EG RESTORATION DEPTH TRAC TAPF 12 "'i0 1 'ARIES - V FILL FINAL GRACE. 6' UIJL f "R TRENCH BACKFlLL - - -fir �- TRACER WARE (SEE GENERAL SEE NOTE I, 2, 3 l / i IWATER NOTES no ]) & 5 BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2 NATIVE BACKPU SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF HER SHAPE THAI IT WILL COMPACT READILY COMPACT AND J. NATIVE TRENCH BACKFlLL MATMAL SHALL BE SORTED OR SCREENED SO THAT ME MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BELLING MATERIAL SNAIL BE SAND OR OTHER CITY 'APPROVED EQUAL NO SUBSTUTiONS WILL BE ALLOWED WOHOUT WRITTEN AVIHORIZATIDN FROM THE CITY OF YFLM 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFlLL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR ME PIPE TYPE BEING SPECIFIED. TYPICAL WATER MAIN TRENCH & BEDDING NO. U_8`c WORKS DIRE6T0R DATE I 6- 15 ES I JEG I TP APPROVED METER 9 X LID -�l 3D UI READER LID BOX - OCT 1730 X 12 BASE OR APPROVED EQUAL CHECK VALVE-I -..- _ 30 CHECK BY -PASS VALVE W /LOCKABLE CAP 1 1/2 " -2" MALE NIPPLE CITY OIF YELM, WASHINGTON _DEPT. OF PUBLIC WORKS 1 1/2" TO ?" METER ET SERVICE O _ DWG. NC. C MORNS DIRECTOR GATE 6-3 -FATE I ,PEG I TP TEST (4 R! GALVANIZED r - ON INLET SIDE B" MIN. ASSEMBLY, SLUE VIEW _T -I -, ' I RESILIENT SEATED 6" Mm, SHUTOFF VALVES 8" MAX. C RED 'D.I T PLAS ➢C OR CEMENT METER BOX (BELOW (GROUND INSTALLATION) 0 -VA LVE STEM RISE R CURB B MIN. REQUIRED WHEN MAX. 14 GA - "VCE -J a I$ EXCEEDED INSULATED V. (L E (LENGTH VARIES) COPPER ' - THE DCVA MAY BE INSTALLED ABOVE OR BELOW TONING WIRE- A THE GROUND PROVIDED ALL CLEARANCES ARE MET WRAPPED 1 1/2" _ B11 -6651 AROUND THE WORKS 2" - D11 -7]T j- PIPE (SEE GENERAL 1 1/2" - C86 6i 66 - VALVE SHALL DE PROTE6'TED FROM FREEZING CONDITI ONS. TRENCH BOTTOM _ NOTES N0. C86 ]] THE BACK FLOW ASSEMBLY SHALL BE A CURRENT IICC ASSIEMBLY 2" AND 7) JOINT WASHINGTON STATE DEPT HEALTH APPROVED MODEL W TYPE��F B 1�DL y G VALVE SHOWN - SIMILAR APPROVE P;FORDBALL LATION REQUIRED FOR LINE (EASE 200 LIPS DRISCO PIPE i FLY VALVES. �Dwc�NO. LYETHYLENE PIPE) VALVE -_ i WITH PACK JOINT & FEMALE I.P. THREADS SERVICE SADDLE WASHINd NOTrs. LUNG WOR1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. DA R D 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY TA s NoARD OR COPPE R SETTS RS AREBOX I I " 2 - FDRO / VBH 76-15813 OR EQUAL 2" - FORD VBH 7] -15817 OR [DUAL 581 A. ALL 1 i/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2" PESTLENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING ;KD. T. _ RESTORATION DEPTH TRAC TAPF 12 "'i0 1 'ARIES - V FILL FINAL GRACE. 6' UIJL f "R TRENCH BACKFlLL - - -fir �- TRACER WARE (SEE GENERAL SEE NOTE I, 2, 3 l / i IWATER NOTES no ]) & 5 BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2 NATIVE BACKPU SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF HER SHAPE THAI IT WILL COMPACT READILY COMPACT AND J. NATIVE TRENCH BACKFlLL MATMAL SHALL BE SORTED OR SCREENED SO THAT ME MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BELLING MATERIAL SNAIL BE SAND OR OTHER CITY 'APPROVED EQUAL NO SUBSTUTiONS WILL BE ALLOWED WOHOUT WRITTEN AVIHORIZATIDN FROM THE CITY OF YFLM 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFlLL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR ME PIPE TYPE BEING SPECIFIED. TYPICAL WATER MAIN TRENCH & BEDDING NO. U_8`c WORKS DIRE6T0R DATE I 6- 15 ES I JEG I TP APPROVED METER 9 X LID -�l 3D UI READER LID BOX - OCT 1730 X 12 BASE OR APPROVED EQUAL CHECK VALVE-I -..- _ 30 CHECK BY -PASS VALVE W /LOCKABLE CAP 1 1/2 " -2" MALE NIPPLE CITY OIF YELM, WASHINGTON _DEPT. OF PUBLIC WORKS 1 1/2" TO ?" METER ET SERVICE O _ DWG. NC. C MORNS DIRECTOR GATE 6-3 -FATE I ,PEG I TP TEST (4 R! GALVANIZED r - ON INLET SIDE B" MIN. ASSEMBLY, SLUE VIEW _T -I -, ' I RESILIENT SEATED 6" Mm, SHUTOFF VALVES 8" MAX. C RED 'D.I T PLAS ➢C OR CEMENT METER BOX DWN. CAD. KR - JFG I TP APPROVED FOR CONSTRUCTION BY: DATE: UNPPNMT of PRWID Works APPROVAL EXPIRES: MATERIAL LIST: GRAVEL BASE go- N U 2' THICK 1, BEE LINE . 90' BEND S ONION 4. NIPPLE 5. SHUT -OW VALVL 6. CHECK VALVE (D. S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 1CPLUGS IN TEST COCKS GENERAL NOTES: A. THORDUGHLY FLUSH LINES PRIOR TO INSTALLATION, B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. ;N )FILE TO BUILDING DR HFIGATON SYSTEM CITY OF YELM, bVASh1NGTON DEPT. OF PUBLIC WORKS _ REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER 'jiQVE DWG. NO dLIC WORKS DIRECTOR OAT[ 6-17 JWN. DATE KR JEG CKOIT /2007 REVISION BLOCK (BELOW (GROUND INSTALLATION) GRAVEL] NOTE ALL ITEMS SHALL COMPLY WiM THE FOLLOWNG. BY MIN. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WANT GROUND. GJM - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3 -19 -14 - THOROUGHLY FLUSH LINES PRIOR TO WSTALLATIDN OF BACK IFLOW PREUNIER CUM - NO GALVANIZED PIPE BEFORE ASSEMBLY O ` to - THE DCVA MAY BE INSTALLED ABOVE OR BELOW CIITY OF YELIVL, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET DEPT. OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING - - - VALVE SHALL DE PROTE6'TED FROM FREEZING CONDITI ONS. dOUBLE CHECK VALVE THE BACK FLOW ASSEMBLY SHALL BE A CURRENT IICC ASSIEMBLY 2" AND SMALLER WASHINGTON STATE DEPT HEALTH APPROVED MODEL W A PLUMBING PERMIT IS REQUIRED. APPROVE �Dwc�NO. PUBLIC MORNS pIREGTOR pAs DWN. CAD. KR - JFG I TP APPROVED FOR CONSTRUCTION BY: DATE: UNPPNMT of PRWID Works APPROVAL EXPIRES: MATERIAL LIST: GRAVEL BASE go- N U 2' THICK 1, BEE LINE . 90' BEND S ONION 4. NIPPLE 5. SHUT -OW VALVL 6. CHECK VALVE (D. S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 1CPLUGS IN TEST COCKS GENERAL NOTES: A. THORDUGHLY FLUSH LINES PRIOR TO INSTALLATION, B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. ;N )FILE TO BUILDING DR HFIGATON SYSTEM CITY OF YELM, bVASh1NGTON DEPT. OF PUBLIC WORKS _ REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER 'jiQVE DWG. NO dLIC WORKS DIRECTOR OAT[ 6-17 JWN. DATE KR JEG CKOIT /2007 REVISION BLOCK NO. DA7E DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP CUM C O ` to AT L1 CL llz� '0^ Itw v "I I Ur HELIUM, WASHINGTON DEPT OF PUBLIC WORKS EIRE DEPARTMENT CONNECTION ROVES DWG. N0. ILI6 WORKS DIRECTUR DATE 6 -4.4 DWN. CND. DATE ES JEG m 4/2007 8115 �j _j U n _ C, O. O S j C7 W U Li1 w U C) r) U ttl ui G `\ Z W Q 2 L1 u ' r 1 U of LLJ a SO _ Q Lai O O U OT Z p r In � V, '^ a a V rL ■ �r � V r� =.nAr■ � O] C7) 'V N V C O ` to AT L1 CL llz� '0^ Itw v DATE 4 -10 -14 lD1 8 „SRA4E Z O V U L1 CL llz� CIE) �__j W DATE 4 -10 -14 lD1 8 „SRA4E TO BE RELOCA TEL PSE EASEMENT PER AFN 3982 RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 IN, RNG. 1 E., W.M. n1= 1=Q1`i IAAPQn1 /CAACAIT pl AAI ONSTRUCTION NOTES O SAWCUT EX STING ROAD PAVEMENT REMOVE ASPHALT AS HATCHED AND HAUL OFF SITE T APPROVED DISPOSAL SITE. CONSTRUCT NEW ROAD SECTION PER UTILITY PA CH DETAIL ON THIS SHEET & SHT. RS1. O CONSTRUCT TYPE IV CURB RAMP AS SHOWN AND PER DETAIL ON THIS SHEET. O CONSTRUCT; TYPE 1 CEMENT CONCRETE APPROACH AS SHOWN AND PER DETAIL ON SHEET 51, O CONSTRUCT; 5' CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RS7. O CONSTRUCT 4' WIDE ASPHALT RAMP AT BOTH ENDS OF THE PROPOSED SIDEWALK 7D OF CURB. © CONTRACTOZ TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. O7 CONTRACTO TO INSTALL STANDARD CROSSWALK AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET RS2. O CONTRACTO TO INSTALL C.B.U. AS SHOWN AND PER DETAIL ON SHEET R52. CEMLN, OSEENETE RES.- SEE NOTE I FuRE ImPJ FACE OF CURB HAU AREA cAmm NAMPw UTHa ri 1 1. Pmyde a separate Curb Rome / n marked of unmarred emsswalk. A IFURN Domi I'. 1 MIN, LubmNO TO .1. COLE DnEAK y y, Where 'GRACE BREAK' is called out. the enthe tei Of the grade break ARAMEn tae BAN adfarpent smlece planes ban be flush. c URB MMe WIDTH - s EE CONTRACT CLUBS VWOING mandus IN front of Me CURB hump or on any par Ot the Curb Ramp or mdAOE a.. VWDING� aNFAA I < BAD EDUTRACT PUrvs- CURB RAMP ERIN CEMENT cOmNETE sI�WAIJ(- WMN DEC NO. J vo,SMOOTM ,.ERIAN In B OETWRIJ( SEE .. PUN IN -p MIN. aN MB EXPANSION' AUNT SEE MEAN BOR c.URb HAM+ STANDAPD FLAII F.W 10 CRACE DRFOR PANI TO SICEWAO< DUFFER IF PRESENT, OR TO RACE OF CURB (TYP.) - VI .F':i. 10. "S, 10 A,MP%- SEE CONRUCi I.. n .JRB L URB OR CY 0.-`�'�(^�`� AID GUiIE( HAU AREA cAmm NAMPw UTHa ri 1 1. Pmyde a separate Curb Rome / n marked of unmarred emsswalk. WIDTH SEE CON .1 eVWa C CIDSewalk or aS Shown. Me Contact Plans. COLE DnEAK y y, Where 'GRACE BREAK' is called out. the enthe tei Of the grade break ARAMEn tae BAN adfarpent smlece planes ban be flush. B DO not place Gmtings Judd that Boxes, Access Covers,.TOEST appem, mandus IN front of Me CURB hump or on any par Ot the Curb Ramp or L tl'ng. - CONTRACT PUxs L I < < 5 the Contract Plans for fine curb design spacd"ed. See S tl tanaPlai rr ehABaE .elW I'ls'. CE- SEE rvon:4 D to a ffhe Curb Ram shadll a, IS- feasible um engM, Me mooing CTABLEASPLAx Fatty ETECT. +n¢wnwumc SORFACE- s slope Ramp as flat as feasible. FACE OF CURB SEE aTArlpnxo PL,W Fas.m Curb Ramp, Lending. and HISHEs shill receive bmom finish, Sea RESSaD CURB AND CUTTER- FRPEBSEO CURB GU1IEN Stambeed SPINARIMNana 8 -% - io cuPa tlY��) CRGSSA. SEE NerEI ANOLSWAH( D LEGEND D SLOPE Iry EnHI R DIRECTION PLAN VIEW PUN VIM TYPE PERPENDICULAR A TYPE PERPENDICULAR B OETEyTAREA WARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONLPEIE IECTfNB�YYAPNINGSURFACE- BTANBARBPLMxPJ5.10 pEOEE1HEEE NOIE< SEE 9rNry0 DPLAN F-11 4' a'MIN. Is -PMIX, cNREE BREAK sLOPETRFAThIE SEE CON TRACT PLANS SEE NOTEI COUNTERLLOPE- 9EE T.H. SMp PVJI IE IT BREAK /` Sm'° M4x. 4MR OEpflES5,E0 CURB ANC GUTIER- rzBw Mix. "A°E e�xm__ SEE xorga _Ax. 11 -- IOPOF ftOAOWAY LnN OUR. RAMP - '- NET, Scuae Clxc T CEMENT see"He N C CEPxesSEODUNSArmFUTTER- SEESrAIUABpPLARF40.fa CURB RADIUS DETAIL OD SECTOR OA CEMENT CONCRETE CURB NAME �Pr AT- STENCILS ISOMETRIC VIEW TYPE PERPENDICULAR APAY LIMIT ISOMETRIC NEW TYPE PERPENDICULAR B PAY LIMIT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PERPENDICULAR CURB RAMP SHEET 1 OF 1 SHEET 6120113 1 1/2.. LONGM /RE ST. S.E. PLAN VIEW HORIZONTAL SCALE' III NOTES: 1. WHERE APPROACHl EXCEEDS 16' WIDTH A RJLL DEPTH EXPANSION JOINT SHALL BE PLACED I ONGITUDINALL'f, CENTERFD IN THE APPROACHi. 2. FORM ANC SUB3RAUE IN IPL[:TION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 48140, ';ELM DEVELOPMENT GUIDELINES. u�r I_ i.n — rrLpu� vuvrtlLa CEIV MT CONCPETE A PP, C A C H JIPPPOVED PUBLIC WORK TIRFCTOR DATE ----I r.;. 1 ­111 D1,VG. NO(r'-�' —✓ 28.0 EXISTING PROPOSED PROPOSED I TRAFFIC LANE PILA'MER 5TRIF 5)DEIVALK 201 Ir` - _EXI5TING CURB [__ G 'IOK SECTION A -A PROPOSED_ NTS. 01 1 APPROVED FOR CONSTRUCTION BY: DATE: DirectOt of Public V fmi APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 811 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TACOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' 'TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 6' 7 5 7RA VEL WAY NEW NEW PLANTER SIDEWALK r PER CK -R.23 S As 2' a rcw PgWEMENT z p, ATCH o� z� a� ZU W a 02 FT /FT V F7 FT i� m OT 02 Th S TFF ?h A i i �, < r � i` �, : a - ���� 2' C ,Tc. NEW CURB CUT FOR DRIVEWAY/ CURB RAMP PER THIS SHEET. 8' C.S.B.C, 4" ASPHALT CONCRETE JRUCTURE UNYIELDING SUB —BASE NATIVE SOILS NAT COMP. LONGIVIRE ST: S.E. PATCH DETAIL NI. T.S. LEGEND —0 E'E— PROPERTY LINE i2fW- -- R/W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - -_ -' -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING S70RM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE Ld EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT l EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT EI EVATION 00.00 EXX LING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP CUM FR 11 8115 11 Of J Q r s s w tr _L L� l-� u z N W L Of Ln = N) L) 'C ti Ol rL Q J� w Z�C) O a ~�Q � d 2 O U) c9 I— tD <3 cn CO d Vwi � "? rP, Q_ I� u� ry VJ U v m Q « T � 5 C z Cl J U W O� LT Cc L O 'b v- O LIE- O DATE 4- 10 - -14 IRA WING NI 8115EIA_Sr ,FFT<OF CEMENT CONCRETE CURB NAME �Pr AT- STENCILS ISOMETRIC VIEW TYPE PERPENDICULAR APAY LIMIT ISOMETRIC NEW TYPE PERPENDICULAR B PAY LIMIT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PERPENDICULAR CURB RAMP SHEET 1 OF 1 SHEET 6120113 1 1/2.. LONGM /RE ST. S.E. PLAN VIEW HORIZONTAL SCALE' III NOTES: 1. WHERE APPROACHl EXCEEDS 16' WIDTH A RJLL DEPTH EXPANSION JOINT SHALL BE PLACED I ONGITUDINALL'f, CENTERFD IN THE APPROACHi. 2. FORM ANC SUB3RAUE IN IPL[:TION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 48140, ';ELM DEVELOPMENT GUIDELINES. u�r I_ i.n — rrLpu� vuvrtlLa CEIV MT CONCPETE A PP, C A C H JIPPPOVED PUBLIC WORK TIRFCTOR DATE ----I r.;. 1 ­111 D1,VG. NO(r'-�' —✓ 28.0 EXISTING PROPOSED PROPOSED I TRAFFIC LANE PILA'MER 5TRIF 5)DEIVALK 201 Ir` - _EXI5TING CURB [__ G 'IOK SECTION A -A PROPOSED_ NTS. 01 1 APPROVED FOR CONSTRUCTION BY: DATE: DirectOt of Public V fmi APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 811 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TACOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' 'TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 6' 7 5 7RA VEL WAY NEW NEW PLANTER SIDEWALK r PER CK -R.23 S As 2' a rcw PgWEMENT z p, ATCH o� z� a� ZU W a 02 FT /FT V F7 FT i� m OT 02 Th S TFF ?h A i i �, < r � i` �, : a - ���� 2' C ,Tc. NEW CURB CUT FOR DRIVEWAY/ CURB RAMP PER THIS SHEET. 8' C.S.B.C, 4" ASPHALT CONCRETE JRUCTURE UNYIELDING SUB —BASE NATIVE SOILS NAT COMP. LONGIVIRE ST: S.E. PATCH DETAIL NI. T.S. LEGEND —0 E'E— PROPERTY LINE i2fW- -- R/W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - -_ -' -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING S70RM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE Ld EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT l EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT EI EVATION 00.00 EXX LING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP CUM FR 11 8115 11 Of J Q r s s w tr _L L� l-� u z N W L Of Ln = N) L) 'C ti Ol rL Q J� w Z�C) O a ~�Q � d 2 O U) c9 I— tD <3 cn CO d Vwi � "? rP, Q_ I� u� ry VJ U v m Q « T � 5 C z Cl J U W O� LT Cc L O 'b v- O LIE- O DATE 4- 10 - -14 IRA WING NI 8115EIA_Sr ,FFT<OF 01 1 APPROVED FOR CONSTRUCTION BY: DATE: DirectOt of Public V fmi APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 811 1252 CASED CONCRETE MONUMENT WITH BRASS CAP & INTERSECTION OF YELM AVE, & TACOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' 'TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 6' 7 5 7RA VEL WAY NEW NEW PLANTER SIDEWALK r PER CK -R.23 S As 2' a rcw PgWEMENT z p, ATCH o� z� a� ZU W a 02 FT /FT V F7 FT i� m OT 02 Th S TFF ?h A i i �, < r � i` �, : a - ���� 2' C ,Tc. NEW CURB CUT FOR DRIVEWAY/ CURB RAMP PER THIS SHEET. 8' C.S.B.C, 4" ASPHALT CONCRETE JRUCTURE UNYIELDING SUB —BASE NATIVE SOILS NAT COMP. LONGIVIRE ST: S.E. PATCH DETAIL NI. T.S. LEGEND —0 E'E— PROPERTY LINE i2fW- -- R/W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - -_ -' -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING S70RM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE Ld EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT l EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT EI EVATION 00.00 EXX LING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP CUM FR 11 8115 11 Of J Q r s s w tr _L L� l-� u z N W L Of Ln = N) L) 'C ti Ol rL Q J� w Z�C) O a ~�Q � d 2 O U) c9 I— tD <3 cn CO d Vwi � "? rP, Q_ I� u� ry VJ U v m Q « T � 5 C z Cl J U W O� LT Cc L O 'b v- O LIE- O DATE 4- 10 - -14 IRA WING NI 8115EIA_Sr ,FFT<OF LEGEND —0 E'E— PROPERTY LINE i2fW- -- R/W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR - -_ -' -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING S70RM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE Ld EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT l EXISTING WATER MAIN 0.00 PROPOSED TOP OF PAVING SPOT EI EVATION 00.00 EXX LING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIP71ON BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP CUM FR 11 8115 11 Of J Q r s s w tr _L L� l-� u z N W L Of Ln = N) L) 'C ti Ol rL Q J� w Z�C) O a ~�Q � d 2 O U) c9 I— tD <3 cn CO d Vwi � "? rP, Q_ I� u� ry VJ U v m Q « T � 5 C z Cl J U W O� LT Cc L O 'b v- O LIE- O DATE 4- 10 - -14 IRA WING NI 8115EIA_Sr ,FFT<OF FR 11 8115 11 Of J Q r s s w tr _L L� l-� u z N W L Of Ln = N) L) 'C ti Ol rL Q J� w Z�C) O a ~�Q � d 2 O U) c9 I— tD <3 cn CO d Vwi � "? rP, Q_ I� u� ry VJ U v m Q « T � 5 C z Cl J U W O� LT Cc L O 'b v- O LIE- O DATE 4- 10 - -14 IRA WING NI 8115EIA_Sr ,FFT<OF L� l-� u z N W L Of Ln = N) L) 'C ti Ol rL Q J� w Z�C) O a ~�Q � d 2 O U) c9 I— tD <3 cn CO d Vwi � "? rP, Q_ I� u� ry VJ U v m Q « T � 5 C z Cl J U W O� LT Cc L O 'b v- O LIE- O DATE 4- 10 - -14 IRA WING NI 8115EIA_Sr ,FFT<OF