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20130320 Redline Plans 3 05062014VIGINI I Y MAP 1.14 AC. ZONING: SHEET INDEX POWER: PUGET SOUND ENERGY CVR 1 OF 22 COVER SHEET PUGET SOUND ENERGY SEWER: TP1 2 OF 22 T.E.S. C. & GRADING PLAN CATV COMCAST TP2 3 OF 22 TESC. - SPECIFICATIONS I }�+ TP3 4 OF 22 TE.S.C. - DETAILS f-- - -PAB- , R1 5 OF 22 PLAN & PROFILE +_ '� -- R2 6 OF 22 PLAN & PROFILE DD - R3 7 OF 22 PLAN & PROFILE EXISTING SANITARY SEWER MAIN ❑ R4 8 OF 22 STORM TRENCH - PLAN & SECTIONS Id EXISTING WATER GATE VALVE RS1 9 OF 22 STORMWATER - DETAILS & SPECIFICATIONS / R52 10 OF 22 P - DETAILS &SPECIFICATIONS ce PG1 11 OF 22 PARKING ARKING & GRADING PLAN F.F.= 346.50 STP 12 OF 22 S.TE.P. SYSTEM PLAN SI 13 OF 22 PLAN & PROFILE S2 14 OF 22 PLAN & PROFILE SD1 15 OF 22 SANITARY - DETAILS & SPECIFICATIONS SD2 16 OF 22 SANITARY - DETAILS ' WA 17 OF 22 WATER SYSTEM PLAN W1 18 OF 22 PLAN & PROFILE SCALE: 2" _ 1 MILE W2 19 OF 22 PLAN & PROFILE W3 20 OF 22 WATER - DETAILS & SPECIFICATIONS W01 21 OF 22 WATER - DETAILS & SPECIFICATIONS FR 22 OF 22 FRONTAGE IMPROVEMENTS PROPERTY DESCRIPTION Q PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DA TA 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 i BERRY V,4LL,�Y aR: - 1II'= N492854 W' 4 �V UTILfTY 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 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 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. RI VER FlU/V A NPAN R TMEN TS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. PA pI- fsse �° y Pub► �� i S , �T6 °SOW DEDICATION - - - - _ ( _ v, - S49 -32'38"E 194 00 - - - - -- - , L4_ 1 71, sr< i _ ________ _ 10' SIDE YARD CONTRACTOR / DEVELOPER NOTE. THE CONTRACTOIR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND AhPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGII NEER WITH DOCUMENTATION SIGNED A S PROFESSIONAL SON ENGINEER S SH AND Oft MATERIALS EN IN R H OWING THAT THE ROAD ATIONS WAS BUILT ACCORDING E THE MATERIAL OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM 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 i PROPOSED APARTMENT 5 BUILDING "B" APPROX. F.F.= 344.00 344 _-19x PROPOSED 9'x20' PARKING SPACES (T1'P.) LEGEND —Pfd PROPERTY LINE �R/W— RIW LINE — — - - EASEMENT LINE -- ADDITIONAL 10" UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE 1. ■ PROPOSED STORM CATCH BASIN fi4 I }�+ PROPOSED LIGHT POLE PROPOSED SIDEWALK f-- - -PAB- , --- 456 PROPOSED CONTOUR 4'___ T �y +_ '� -- MAX PER. ADA _ REQUIREMENTS REQUIREMENTS DD - „ I' - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ` 59, Id EXISTING WATER GATE VALVE PROPOSED APARTMENT BUILDING "A" EXISTING WATER MAIN ce APPROX. F.F.= 346.50 W _ / / 0 I .y n __1 5RI6 AQUA SWRL NT YA SET B CK ' C8.0 - --- GA- -344_ N J _ I � p t o. -4! m 34 6 CONTRACTOR / DEVELOPER NOTE. THE CONTRACTOIR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING, AND AhPLICABLE INSPECTIONS AS REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGII NEER WITH DOCUMENTATION SIGNED A S PROFESSIONAL SON ENGINEER S SH AND Oft MATERIALS EN IN R H OWING THAT THE ROAD ATIONS WAS BUILT ACCORDING E THE MATERIAL OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM 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 i PROPOSED APARTMENT 5 BUILDING "B" APPROX. F.F.= 344.00 344 _-19x PROPOSED 9'x20' PARKING SPACES (T1'P.) : 1 64'64' 348. 10`PSE EASEMENT - PER -AFN 3982737 MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE PURSUANT TO RCW 5 4 4 82 T 0 8 AND MONUMENT 332 -120 BEFORE REMOVING OR DESTROYING ANY M N 0 UMENT 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 F+ 1 aa, fa LEGEND —Pfd PROPERTY LINE �R/W— RIW LINE — — - - EASEMENT LINE -- ADDITIONAL 10" UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE 1. ■ PROPOSED STORM CATCH BASIN fi4 I }�+ PROPOSED LIGHT POLE PROPOSED SIDEWALK PROPOSED SHOULDER --- 456 PROPOSED CONTOUR 4'___ T �y +_ '� -- MAX PER. ADA _ REQUIREMENTS REQUIREMENTS DD - „ EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ` 59, Id EXISTING WATER GATE VALVE PROPOSED APARTMENT BUILDING "A" EXISTING WATER MAIN APPROX. F.F.= 346.50 : 1 64'64' 348. 10`PSE EASEMENT - PER -AFN 3982737 MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE PURSUANT TO RCW 5 4 4 82 T 0 8 AND MONUMENT 332 -120 BEFORE REMOVING OR DESTROYING ANY M N 0 UMENT 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 F+ 1 aa, fa REVISION BLOCK LEGEND —Pfd PROPERTY LINE �R/W— RIW LINE — — - - EASEMENT LINE -- ADDITIONAL 10" UTILITIES EASEMENT —SS— PROPOSED SEWER STEP LINE —W— PROPOSED WATER LINE • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN PROPOSED STORM LINE }�+ PROPOSED LIGHT POLE PROPOSED SIDEWALK PROPOSED SHOULDER --- 456 PROPOSED CONTOUR _ EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE DD EXISTING STORM MAIN „ EXISTING SANITARY SEWER MANHOLE - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN ` EXISTING POWER POLE Id EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK N0. I DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM APR 1 1 X011. i IOQ NUMBER 8115 0 N nil U Z T i W CD ° c� J Z Z W C7 i Y W IY 2 o ° U I y N Z a C) ,n U rn Q Z�K �Om 7 Q } � 2 ZN� L t L co tt^^ O I v v N n �^ v V 1.0 C � O Q T , Q t � o w (y) J$ � v v I- IW 3 W v / DATE 4 -10 -14 DRAWING NO. CVR B115BASE HEFT _L OF 22 CONSTRUCTION NOTES (D CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 30'W x 501 PER SHEETS FPS & TP3. O INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & PER SHEETS TP2 & TP3. O3 INSTALL CB INLET PROTECTION & TEMPORARY SEDIMENT CONTROL PER DETAIL ON SHEET TP3. ® CONSTRUCT CONTRACTOR STORAGE, WASH DOWN, STAGING, FUELING & MAINTENANCE AREA. REPORT FUEL & LUBRICANT SPILLS TO DIVISION OF EMERGENCY MANAGEMENT (1- 800 - 258 - 5990). OS EXISTING PERIMETER FENCE TO BE PROTECTED THROUGHOUT CONSTRUCTION. © EXISTING UTILITY TO BE RELOCATED. O7 EXISTING UTILITY TO BE PROTECTED THROUGHOUT CONSTRUCTION. ® CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. 9O 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. J. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM - THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN 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 TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12" & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRIICTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE OLr ARTMENT 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. '3b� CLEARING LIMITS '- EXISTING CONTOURS --- - - - - -- 440-- - - - - -- PROPOSED CONTOURS 1 -22 -14 � I 3 TPO SOIL TEST PIT 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY (SEE GEOTECHNICAL REPORT DATED 09 \23 \13 I LOCATED IN THE STORM DRAINAGE REPORT i FOR ADDITIONAL INFORMATION). • • • MIRAFI SILT FENCE O O INLET PROTECTION Q3 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. J. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER YELM - THURSTON COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN 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 TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12" & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRIICTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE OLr ARTMENT 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. '3b� k' , NO. DA 7E DESCRIPTION INSPECTION SCHEDULE 1 1 -22 -14 � I 3 ' 2 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY ry. I I i & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED i 4,. TO MAINTAIN A ROUGH SURFACE ' - ; ;' z U 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE ` t T, ✓ i � PROPOSED 0 o ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. i` APARTMENT - � I oX� k' , NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. I A / VEH HUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LIMITS OF CLEARING AND GRADING (TYP.) SCALE: i " =20" 0 10 20 40 NO. DA 7E DESCRIPTION INSPECTION SCHEDULE 1 1 -22 -14 � I 3 ' 2 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY ry. I I t� & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED i 4,. TO MAINTAIN A ROUGH SURFACE ' - ; ;' z U 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE ` t T, ✓ I I s. � PROPOSED 0 o ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. i` APARTMENT - � I oX� - -342 .,346 PROPOSED BUILDING "A- 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR 5 APARTMENT Z ' oto � n r BUILDING ' "B" I L TPf/9 U� S -.yi; ■ _ _ -- F.F.= 344.00 , TP#'8 I AFTER EVERY MAJOR STORM EVENT. - ..348_ -_ TP #6 � h I 1 g48 I - . 348 ( y 344 ( NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. I A / VEH HUN APAHTME/VTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. LIMITS OF CLEARING AND GRADING (TYP.) SCALE: i " =20" 0 10 20 40 9 I NO. DA 7E DESCRIPTION INSPECTION SCHEDULE 1 1 -22 -14 � I 3 ' 2 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY ry. I I t� & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED i 4,. TO MAINTAIN A ROUGH SURFACE ' - ; ;' z U 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE ` t I I s. � PROPOSED 0 o ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. i` APARTMENT - � I oX� - -342 i 3. ALL CUT &FILL SIDE SLOPES SHALL BE INSPECTED EVERY PROPOSED BUILDING "A- 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR 5 APARTMENT Z ' oto � n r BUILDING ' "B" I 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS, TPf/9 U� APPROX. -.yi; ■ _ _ -- F.F.= 344.00 , TP#'8 I AFTER EVERY MAJOR STORM EVENT. - ..348_ -_ TP #6 � h I 1 g48 I - . 348 344 9 I NO. DA 7E DESCRIPTION INSPECTION SCHEDULE 1 1 -22 -14 � I 3 ' 2 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY ry. I I t� & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED i TO MAINTAIN A ROUGH SURFACE ' - ; ;' z U 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE ` t I I s. � PROPOSED 0 o ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. i` APARTMENT - � I - -342 i 3. ALL CUT &FILL SIDE SLOPES SHALL BE INSPECTED EVERY PROPOSED BUILDING "A- 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR 5 APARTMENT Z ' _ -_ - - -- TPy9 -- --- n r BUILDING ' "B" I 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS, TPf/9 U� APPROX. -.yi; ■ _ _ -- F.F.= 344.00 , TP#'8 I AFTER EVERY MAJOR STORM EVENT. - ..348_ -_ TP #6 � h I 1 g48 I - . 348 344 -' ♦ TPJ(2 / .< -344 ♦ I _ - Tpil i i r 6 " / APPROVED FOR CONSTRUCTION BY:__ _DATE: Director of Wh,,Works APPROVAL EXPIRES: NOTE- ESC LEAD TO BE APPOINTED BY CONTRACTOR AT TIME OF PRE - CONSTRUCTION MEETING & PROOF OF CERTIFICATION WILL BE PROVIDED. VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® 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. J. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN. 5. REMOVE EXISTING STRUCTURES AS INDICATED ON THE T.E.S.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.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & SEDIMENTATION. 11. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF STORU 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. LIMITS OF CLEARING AND GRADING (TYP.) TYPICAL 2 -'LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DA 7E DESCRIPTION INSPECTION SCHEDULE 1 1 -22 -14 PER CITY MARK -UP GJM 2 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY PER CITY MARK -UP GJM O 1] t� & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED i TO MAINTAIN A ROUGH SURFACE ' - ; ;' z U 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE ` t SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED � PROPOSED 0 o ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. -- --- - 3*B- "- APARTMENT - � i 3. ALL CUT &FILL SIDE SLOPES SHALL BE INSPECTED EVERY 0 BUILDING "A- 2 DAYS AND /OR AFTER EVERY STORM EVENT TO REPAIR 5 APPROX. Z � ANY EROSION OR SLOPE SCOURING. n F.F. = 346.50 I 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS, TPf/9 U� I 5, INSPECT m INLET PROTECTION ON A WEEKLY BASIS AND �s TP#'8 I AFTER EVERY MAJOR STORM EVENT. - ..348_ -_ / CF cc ____ -_ -- g48 I - . 348 LIMITS OF CLEARING AND GRADING (TYP.) TYPICAL 2 -'LIMITS OF CLEARING AND GRADING PROPERTY LINE SILT FENCE LOCATION DETAIL NTS REVISION BLOCK NO. DA 7E DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM O 1] t� O O Li z U s Y U IDVi TP1 II 8115 o c0 v V, � "T v a� N m O V O a� Q C c U Q 0 V, z n� `L z C) (� D a i ( ♦ / LLo f� DATE 4 -10 -14 )RAWING Nc 8175BASE HEFT 2 OF 2 N I Vic' Q�a N U U) � ti O 1] t� O O Li z U s Y U W � 1 0 o U n 0 5 O N Z � L n C v� U� m �s W Yin 2$U CF cc o c0 v V, � "T v a� N m O V O a� Q C c U Q 0 V, z n� `L z C) (� D a i ( ♦ / LLo f� DATE 4 -10 -14 )RAWING Nc 8175BASE HEFT 2 OF 2 N I Vic' EROSION CONTROL NOTES - 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND /OR THE CONTRACTOR. 2, IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WIT)..:. THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3, ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. A. DRY SEASON(MAY I TO SEPTEMBER 30): LIMITS OF CLEARING EXTENDED TO ONLY ENOUGH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR STABILIZATION BY NO LATER THAN SEPTEMBER 30, B. WET SEASON(OCTOBER 1 TO APRIL 30) 1. ALL CLEARED OR DISTURBED AREAS WILL RECEIVE APPROPRIATE COVER OR BE OTHERWISE STABILIZED WITHIN 5 DAYS IF NOT BEING ACTIVELY WORKED. 2, IF A MAJOR STORM EVENT IS PREDICTED, THE CLEARING OF LAND SHALL BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD, 7. THE 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. I - INSTALLATION OF EROSION CONTROL FACILITIES /PRIOR TO CLEARING, INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO. 4 - COMPLETION OF PROJECT. INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE 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, PAVED AREAS AND CONCRETE RATWORK CORRIDORS, THE CONTRACTORS SHALL SCARIFY THE AREAS TO BE FILLED OR ROCKED TO A DEPTH OF 6 INCHES (6) MINIMUM. ONCE SCARIFIED, THE SOILS SHALL BE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY -FIVE (95$) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE 0- 1557 -70, VERIFY WITH SOILS ENGINEERS' RECOMMENDATIONS J. THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (B ") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COM ✓ACTION AND COMPACTED TO AT LEAST NINETY-FIVE (959) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE 0- 1557 -70. A DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS. ALL IMPORTED MATERIAL SHALL BE IMPORTED GRAVEL "CLASS B " BANKRUN OR BETTER. 5. EWAVATXNI STANDARDS: CUi SLOPES: SLOPES SHALL BE NO STEEPER THAN 6 SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO I VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SETBACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 -20 FEET HEIGHT / 2 OVER 20 FEET 10 FEET 6 FILL STANEIROSt 1) GENERAL: FILLS WHICH ARE INTENDED FOR BUILDING SITES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C., AS ADOPTED BY CITY OF YELM, AND AN ASSIGNMENT OF ALLOWABLE SOIL - BEARING PRESSURES WILL BE UNDER THE JURISDICTION OF THE CITY OF YELM BUILDING OFFICIAL IN ACCORDANCE WITH THE U.B.C. 2) FILL LOCATION: SLOPES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE AND SHALL NOT BE STEEPER THAN 1 -112 HORIZONTAL TO 1 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. FILL SITES MUST BE APPROVED BY THE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. 3) PREPARATION OF GROUND: THE GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL, AND OTHER UNSUITABLE MATERIALS; SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL; AND, WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO I VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL SHALL BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINEER. 4) FILL MATERIAL: EXCEPT AS PERMITTED BY THE 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 SILT FENCE NOTES RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. EROSION CONTROL BLANKET NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRILER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL IBE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVER2LAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND OMINIMUM OF 30 INCHES). 3, A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 7 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE Th-IAN 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- STRENGTI,H FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY I>TABILIZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY,, 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTHI TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR, 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13. DO NOT DRIVE OVER FOR FILL OVER SILT FENCES. INLET PROTECTION NOTES 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIME -TER OF THE INLET, SO THAT THE OPEN END FACE OUTWARD, NOT UPWARD., THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH Ol /ER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTHi OR COMPARABLE WIRE MESH WITH 112 -INCH OPENINGS. 3. PILE STONE AGAINST Th {E WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 -INCH TO 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVETR 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 MOT' 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 72 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OIPENING AT LEAST 18 INCHES ON ALL SIDES. E IF THE STONE FILTER E?ECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM TIHE INLET AND CLEANED OR REPLACED. TEMPORARY DIKES AND SWALES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF 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 P0ND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. SOD NOTES 1. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF 314 -INCH AT THE TIME OF CUTTING., MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH. 2. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT ANAD RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT SECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OFX 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' 10,-RED TOP, 409 ANNUAL RYE, 409 CHEWING FESCUE, 107 WHITE DUTCH CLOVER, AND SHALL BE APPLIED AT THE RATE OF 225 LBS. PER ACRE. Z 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 BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING) 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACE-'S, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. (PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO HIE USED ACCORDING TO SUPPLIERS RECOMMEND . ?TIONS. AMOUNTS USED SHOULD) BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36- TO 48- INCHES WIDE, SHALL WEIGH AN AVERAGE OF 1.2 LBS/ LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY GRAVEL OUTLET NOTES 1. GRAVEL SHALL BE 5/8 INCH MINUS WASHED ROCK. A LAYER OF FILTER FABRIC SHALL BE EMBEDDED IN THE GRAVEL. 2. MINIMUM LENGTH IN FEET OF THE GRAVEL OUTLET STRUCTURE SHALL BE EQUAL TO SIX (6) TIMES THE NUMBER OF ACRES OF CONTRIBUTING DRAINAGE AREA. 3 THE INVERT OF THE GRAVEL OUTLET SHALL NOT BE LESS THAN 6 INCHES LOWER THAN THE MINIMUM ELEVATION OF THE TOP OF THE DIKE. 4. WATER SHALL BE DISCHARGED FROM THE GRAVEL OUTLET ONTO AN ALREADY STABILIZED AREA OR INTO A STABLE WATERCOURSE. 5. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNEE AND REPAIRED AFTER EACH RUNOFF - PRODUCING RAIN. THE GRAVEL MUST BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SEDIMENT ACCUMULATION IN THE GRAVEL. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9 -74.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 7 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 E MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED AT THE RATE OF 1,5 TO 25 TONS AC. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1 STOCKPILE NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE 7'0PSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. APPROVED FOR CONSTRUCTION JOB NUMBER DESCRIP77ON BY a„s 1 -22 -14 BY: DATE: 0 2 3 -19 -14 Director of Public Works GUM 0 APPROVAL Q L EXPIRES: 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR O 2 C7 W S TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -75) > C7 s n W U a2 W O ct n LL U L. APPLY TOPSOIL TO AREAS WITH HIGHLY DENSE OR IMPERMEABLE SOILS. 2'. APPLY WHERE MULCH AND FERTILIZER ALONE WOULD NOT PROVIDE A SUITABLE GROWTH MEDIUM. 3i. APPLY WHERE SLOPES DO NOT EXCEED 2:1. 4 TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SAND CLAY LOAM, CLAY LOAM). 5: TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 6, PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP SOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 7: STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE ) DAILY BETWEEN NOVEMBER 1 AND MARCH 31, 8. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. REVISION BLOCK NO. CID DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP 0 2 3 -19 -14 U) GUM 0 CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDE =NTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 7 INCH z TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -75) > a2 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG CL FOR SITES WITH LESS THAN 7 ACRE DISTURBED SOILS WIDTH UW r� SHALL L B SHALL BE THE FULL WIDTH G THE VEHICLE INGRESS AND EGRESS AREA. U r'1 VE SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMME =RCIAL SITES. L Ol 3. ADDITVONAL ROCK SHALL BF- ADDED PERIODICALLY TO MAINTAIN PROPER -� Q FUNCTION OF THE PAD. 5 t� 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, Z : O THE WhiEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. IN THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND U Q WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE, O O I- Io 0 TOPSOILING NOTES Z L. APPLY TOPSOIL TO AREAS WITH HIGHLY DENSE OR IMPERMEABLE SOILS. 2'. APPLY WHERE MULCH AND FERTILIZER ALONE WOULD NOT PROVIDE A SUITABLE GROWTH MEDIUM. 3i. APPLY WHERE SLOPES DO NOT EXCEED 2:1. 4 TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SAND CLAY LOAM, CLAY LOAM). 5: TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 6, PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP SOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 7: STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE ) DAILY BETWEEN NOVEMBER 1 AND MARCH 31, 8. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GUM co V W V Lr V Q� 8 rn O (^ V 'V m Q� Q C c U ti 0 W p�1 � Z O /Q v LL IV W VJ ,v v 1 I�I f� DATE 4 -10 -14 DRAWING N( 'rmm 8115BASE STILE _1 OF2. RUNOFF WATER WITH SEDIMENT 8" MIN R / VEFI RUN APARTMENTS NE Ve. SE Va, sccza iwno N. anc i e. wnn FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3/4" TO 3" (12" MIN. DEPTH) �1 /2" WIRE MESH OR - SEDIMENT HARDWARE CLOTH UNDER FILTER FABRIC EXTEND FILTER _ ' '\ AND EXTEND 12" FABRIC 6" i BEYOND GRATE IN ALL BEYOND GRATE FILTERED DIRECTIONS C.B. INLET WATER INLET SEDIMENT PROTECTION (BEFORE PAVING) NOT TO SCALE ADAPTER SKIRg4b MIN. (FOR A PERFE DEPTH y\ , RETRIEVAL STRAP T FAMILY LOTS) ., 36 (4" TO OVERFLOW GEOTEXTILE (TO BYPASS FABRIC PEAK STORM 5 VOLUMES) 24" EXISTING Q 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 98101 -4141 PHONE: 1- 800 -90a -3677 INLET SEDIMENT PROTECTION (AFTER PAVING) NOT TO SCALE NOTE: CALL 1 -800- 424 -5555 BEFORE YOU DIG. c I v Op0 R E�TSN\�G 0 R = 25' MIN. 12" MIN. DEPTH (6 "MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS- (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA S� O� CONSTRUCTION ENTRANCE ROCK PAD N.T.S. FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC BURY BOTTOM GROUND1 SURFACE - OF FILTER i - MATERIAL IN 8'x12" TRENCH 6' MAX. 2'x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) FILTER FABRIC MATERIAL PROVIDE WASHED GRAVEL —� BACKFILL, 3/4" - 3" IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON B�MIN. THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH 2 "x2',5' WOOD POSTS. STANDARD OR BETTER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. APPROVED FOR CONSTRUCTION BY: -DATE:- Director of Public Works APPROVAL EXPIRES: REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM 5 Q t,� w rr NUMBER 8115 z z a o �n m w Z Z � U O cv d- c0 I v v N 0 a c z 0 U Q O'^ s VM! a: 'Q W /6 c f J W DATE 4 -10 -14 TP3 11 8115BASE 2 of w W 5 Q t,� w rr a o �n m w Z Z � U O cv d- c0 I v v N 0 a c z 0 U Q O'^ s VM! a: 'Q W /6 c f J W DATE 4 -10 -14 TP3 11 8115BASE 2 of CL INTERSECTION & LONGMIRE ST. CONSTRUCTION NOTES 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 RSI. OCONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK 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 ® 2.0% SLOPE (MAX.) IN ALL DIRECTIONS MEETING ALL ADA REQUIREMENTS. ® CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA CONTE AS SHOWN AND PER DETAIL ON SHEET RSI. 9O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSI. go NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. 1'RQo0SE0 INFlLn2AnaN 8 TRENCH (SEE SHEET R4.) ...fop / Wi RUB 6' DEp}CATfO k / ROPOSED STREET LIGHT LOCATION (TYP PROPOSED 9 5' D rCONCRETE SIDEWALK 2 93 STA: 1 +98.0.5 _ 346 -- - GJM "n '° N - ---- RIM =34562 IW iri N n M6 M y pb NLET GRA1IENE) PROPOSED 5� CONCRETE 4 C ( ) 12OLF 12 'AD SN -12 O dO6X N mj i 45.75 �4B i 60 i STA. 1+98.05 WA ' STUB t-' I EL INTERSECTION ALIGNMENT 'A' & I I-15' FRONT YARD ALIGNMENT "B" i SET BACK 9 1 O 345.6 3469'! p5 W FLOW DIRECTION- ARROW (TYP) CBJI Tvpr 1 zzl, S. 342 - EX. to" I - SEWER RUB \. ----- , - - -- _346----- - - - - -- STA: 1 +98.0.5 n n a GJM "n '° N - ---- RIM =34562 IW iri N n M6 M 9 pb NLET GRA1IENE) ' U 0 N mj w W ' I I I-15' FRONT YARD SET BACK W V 2 W 7 I W 348- PROPOSED O o , 4' CONCRETE SIDEWALK F o � — J ALIGNMENT °A ° PLAN VIEW HORIZONTAL SCALE: 1 =10 i.i N F ut w tt 0 E, 340 -.. EX, -4" SEWER CROSSING i 338 - - - 20_TYP. -- I FLOW ARROW TYP. V 341 ow PROPOSED OE GRADE ® EXISTING GRADE - -- - - jaw NET MAX! - OF DRIVE IiIRW =315.62 'S A:1 +88.0.5 I.E =34282 1 'I I NO. I DESCRIP77ON d TW= 346.50 n n a GJM "n '° N ui vi co iri N n M6 M APPROX. VV uryu !rtuu Itly I+Lu I +,!Iu -1 +4U 1 +5U 1 +60 1 +70 1 +80 1 +90 ALIGNMENT °A' PROFILE VIEW HORIZONTAL SCALE: 1 " =10 VERTICAL SCALE: 1 " =2' 346 APPROVED FOR CONSTRUCTION BY: DATE: Di,ec[o, of Public Woks APPROVAL EXPIRES: SCALE: 1 " =IS' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND PROPERTY LINE —RfW— 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 QD 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 Y - - - -:c EXISTING WATER MAIN 1 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION ,Et 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. M DESCRIP77ON BY TW= 346.50 n n - GJM 2 r PROPOSED 3 APARTMENT o BUILDING 'A" 3 w APPROX. F.F.= 346.,50 ' U 0 N mj APPROVED FOR CONSTRUCTION BY: DATE: Di,ec[o, of Public Woks APPROVAL EXPIRES: SCALE: 1 " =IS' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVO 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND PROPERTY LINE —RfW— 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 QD 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 Y - - - -:c EXISTING WATER MAIN 1 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION ,Et 0.00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DA 7E DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM mj =4 .21 ♦li` 00 F ° i x' ♦ i 4 1 °.KFREC Tenw�`�w�: s„s 0 � I I t � W � c W U s Y W 2 2 c O U U I 0 v) Z d O v� Q � OD W� Zen � O[O Q c0 w V � u7 8" W o V CJ m Q� 3 V C ` O c U ti O F- Ui / N/� cc � b v W Q J w I - O 1Z ct� W J Q � CL DATE 4- -10 - -, 4 DRAWINC NO R1 8175BASE SHEET-S OF CONSTRUCTION NOTES 1O 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 RS1 4O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS7. 50 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 W /TOAPPROPRIATE CONSTRUCT I STRIPPING 2.0% SLOPE (MAX.)AIN DELINEATION DIRECTIONS MEETING ALL ADA REQUIREMENTS. O CONTRACTOR TO CONSTRUCT ASPHALT INVERTED PAVEMENT SECTION THROUGHOUT PARKING /ACCESS AREA ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RS1. 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.39, MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. A / VEH F7U/V APARTMENTS NE 114, SE 114, SEC-24, TWN.17 N., RNG. 1 E, W.M. APPROX. F.F. = 346.50 352 350 348 - - -.. 346 1 -- ' -258% 344 - -_ - 1 4" WATER CROSSING _. - 1 1" V✓ATER J BUILDING "B" CROSSING d ALIGNMENT "Bn APPROX. ■ CROSSING PLAN VIEW F.F.= 344.00 GJM PROPOSED LIGHT POLE HORIZONTAL SCALE: 1710' PROPOSED SIDEWALK 456 -- PROPOSED CONTOUR M r7 M I EXISTING STORM MANHOLE' D D EXISTING STORM MAIN II'I EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .. N N II I� a I I I �r ,01 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION h M M Oil ' -258% 344 - -_ - 1 4" WATER CROSSING _. - 1 1" V✓ATER J I CROSSING d o 4" WATER '.. ■ CROSSING 342 PROPOSED STORM LINE 340 - - - 338 -. 336 !STING GRADE OF VE PROPOSED GRADE GL OF DRIVE i2'IDS(N -11 I - I O `306X 7.} "..WATER SU: f +98.05 'I CROSSING MM- 313.82 LE- 342.62(12 -NE) '. WANLET cRA7E I n h LEGEND P, q! I n h 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 ALIGNMENT 'B' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: Direcmr of hblk Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 il 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P, q! m N d o EASEMENT LINE ■ PROPOSED STORM CATCH BASIN 3 -19 -14 PROPOSED STORM LINE GJM PROPOSED LIGHT POLE 8115BASE PROPOSED SIDEWALK 456 -- PROPOSED CONTOUR M r7 M M EXISTING STORM MANHOLE' D D EXISTING STORM MAIN 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 ALIGNMENT 'B' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: Direcmr of hblk Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 il 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND P, q! PROPERTY LINE —r4 i R7W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN 3 -19 -14 PROPOSED STORM LINE GJM PROPOSED LIGHT POLE 8115BASE PROPOSED SIDEWALK 456 -- PROPOSED CONTOUR EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE' D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .. N N EXISTING WATER GATE VALVE O EXISTING FIRE HYDRANT ^ EXISTING WATER MAIN �r ,01 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION X 0.00 EXISTING TOP OF PAVING SPOT ELEVATION M M On Ili O V O n M M a M M M M M M 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 ALIGNMENT 'B' PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. 1 +70 APPROVED FOR CONSTRUCTION BY: DATE: Direcmr of hblk Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 il 1252 CASED CONCRETE MONUMENT WITH BRASS CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES REVISION BLOCK LEGEND P, q! PROPERTY LINE —r4 i R7W LINE — — — — EASEMENT LINE ■ PROPOSED STORM CATCH BASIN 3 -19 -14 PROPOSED STORM LINE GJM PROPOSED LIGHT POLE 8115BASE PROPOSED SIDEWALK 456 -- PROPOSED CONTOUR EXISTING CONTOUR -- EXISTING EDGE OF PAVEMENT QD EXISTING STORM MANHOLE' D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN .. EXISTING POWER POLE M EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT r, EXISTING WATER MAIN �r ,01 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION X 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 8115BASE HEFT EOFZ JO© NUMBER 8115 Ell 0 II z o � Q v, 0 Z a =1.�7 om ¢rn w m W 0 �Um v z N � ''^^ c V, � M d a Q 8 co v m Q e Q 'v v' C 0 c1 Q O Ld m J w O z I � W CL z� J Q Q J CL 4 DATE 4 -70 -14 DRAWING NO R2 8115BASE HEFT EOFZ RIVER RUN APARTMENTS NE 1/4, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. CONSTRUCTION NOTES 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 RS1. 4O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RSI. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS S IOWN AND PER DETAIL ON SHEET RSX © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O AREARA/ /TOPPROPRIATE CONSTRUCT TRIPPING 0 2.0% SLOPE (MAX.)AN 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 RSL O CONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSi. 70 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.37 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RSL NEW 344 342 340 338 161611 334 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. HORIZONTAL SCALE: 1 =10 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: i " =2' 1 +10 1 +20 1 +30 1 +40 1 +50 � � N N � � M� r0 1 +60 1 +70 1 +77 APPROVED FOR CONSTRUCTION BY: ----DATE:- Director of Public Worke 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 PR -RfW— 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 QD 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 kkyy EXISTING WATER MAIN �q 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0000 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 Ti PER CITY MARK -UP O ^ O Z p 5 V W d S � U U 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 ALIGNMENT 'C' PROFILE VIEW HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: i " =2' 1 +10 1 +20 1 +30 1 +40 1 +50 � � N N � � M� r0 1 +60 1 +70 1 +77 APPROVED FOR CONSTRUCTION BY: ----DATE:- Director of Public Worke 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 PR -RfW— 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 QD 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 kkyy EXISTING WATER MAIN �q 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0000 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -49 -14 PER CITY MARK -UP GJM Z 5 V W d S � U 11 x115 11 Z o T , n O 0 U z > a o �n "i w w cn m a w z0a 0 Cc: o� Q �vt J o C0J V Vi � ^� v v Q � u� N VJ � v m C i U Q Z O It /V/�i m ml • � 1 w U J w O cj� IZ W CL Zi Z� �t Z V Q ,_j CL DATE 4 -10 -14 DRAWING N( 33 8115BASE HEFT j_OF2, 5 w w Z 5 V W d S � U U n O 0 U z > a o �n "i w w cn m a w z0a 0 Cc: o� Q �vt J o C0J V Vi � ^� v v Q � u� N VJ � v m C i U Q Z O It /V/�i m ml • � 1 w U J w O cj� IZ W CL Zi Z� �t Z V Q ,_j CL DATE 4 -10 -14 DRAWING N( 33 8115BASE HEFT j_OF2, k E E1 f E E E E E E\ E n CONSTRUCTION NOTES O CONTRACTOR TO CONSTRUCT CEMENT CONCRETE APPROA"H 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 RS1. O CONTRACTOR TO CONSTRUCT EXTRUDED CONCRETE CURB AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO CONSTRUCT 8' (MIN.) X 20' (MIN.) CONCRETE DUMPSTER PAD W/ 6' HIGH CHAIN LINK AS SHOWN AND PER DETAIL ON SHEET RSS © PROPOSED CONCRETE WHEEL STOP LOCATION (TYP.). O7 CONTRACTOR TO CONSTRUCT 8' WIDE CONCRETE CROSSWALK DELINEATION AREA W/ APPROPRIATE STRIPPING ® 2.0% 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 HSI. OCONTRACTOR TO CONSTRUCT 5' CONCRETE SIDEWALK ONSITE AS SHOWN AND PER DETAIL ON SHEET RSF 10 CONTRACTOR TO CONSTRUCT 4' CONCRETE SIDEWALK & PARK BENCH LANDING (® 8.39 MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. 11 CONTRACTOR TO CONSTRUCT 201 X 3'D X 3'W INFILTRATION TRENCH W/ 6" ADS(N -12) PERE. PIPE ® 0.00% FOR PROPOSED PARKING GARAGE STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. 12 CONTRACTOR TO CONSTRUCT 201 X 4D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. O CONTRACTOR TO INSTALL AQUA —SWIRL (MODEL AS -2 CFD) STORMWATER TREATMENT STRUCTURE AS SHOWN AND PER DETAIL ON SHEET RS7. i4 CONTRACTOR TO FIELD ADJUST STRUCTURE RIM TO FINISH GRADE. 15 CONTRACTOR TO CONSTRUCT 6' HIGH SOLID BOARD FENCE AND 20' DOUBLE SWING GATE AS SHOWN AND PER DETAIL ON SHEET RS2. 2 MIN, NATIVE — SOIL INSTALL FILTER FABRIC ALONG TOP AND SIDES OF TRENCH 140N MIRAU OR EQUAL. NATIVE SOIL 101 I I f f t \ k E f E a E E � J '--RfW R/W LINE — — - - 3 ` w • PROPOSED SANITARY SEWER MANHOLE ' 'w PROPOSED SEWER MAIN 2 I PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ 7 n � � U YI PROPOSED STORM STUB 0 OU PROPOSED SHOULDER 456 - -- h RIAI- 345.69 I.E. 338WI2'NE) WISOUD LOCKNG UD CONSTRUCT 56'LF X 4' DEEP X 10' WIDE INFILTRATION TRENCH WITH 12' PERE. PIPE AS SHOWN AND PER DETAILS ON THIS SHEET. q X314" — 1 -112• WASIHEO ROCK (NO FINES) `12" ADS('N -12) PERFORM TED PIPE 0 0.00% SLOPE INFILTRATION TRENCH DETAIL. N. T.S. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 1/4, SE 114, SEC.24, TWN17 N., RNG. 1 E., W.M. SWELL PLAN - E PROPQSEDFPLANTET* STRIP E k _ E E •__ _ �...�'.'L__ -------------------- 4 ------------------------------------- _ ------------------ _a � a J_ a_._4._ I 5' CONCRETE SIDEWALK i I 7471'07"E 21 .. 0' PROPOSED 6' DEDICATION 8LF 12'ADS(N -12) O 1.SOX j... ` 14 S AA 0+6 .94 /' CB TYPE 1 14 � t wu_uo kn STA 0 +7A80 � � O LE- 334136(12'NEOSW) W /SOLID LOCKING UD STORM TRENCH HGRIPLANGVIEW D LE= 3M47(12-NE&SW) W /SOLID LOCKING UD DS(N -12) O 1.23% UD g m ' -"�>V- 4 �S o I ,yv:� 1 'DUMPSTER I 11 \ \ / /FLOW ARROW TYP, O 1.23% O 0.598 W/INLET 348 - - ,..14 STA:0+03.02 1ryM =34589 '. LE:- 338.36(12ME) W/`SOUD LOCKING UD PROPOSED GRADE D EE OF DRIVE 346 EXISTING GRADE r4 - AQUA -SWIRL _- ¢ OF DRIVE 14 TYPE STA0+67.So STA:0+61.52 RIM- 343.32 RIM�34242 LE =3X47(12'NE &SW) W /SgJO L 12-N UD '..�W/SOUD LOCKING UD CB TYPE 1 14 344 -_ -.. _. _. -.. S :0+6784'... RIM =34210 LE-33d50(12'S6E) o; _S.00q W,4NLET GRATE 0 CONSTRUCT 561E X 4' DEEP X ` 10' WIDE INFILTRATION TRENCH 0.89% 342 WITH.. 12' PERF. PIPE AS SHOWN. _.... - _- _.. — 2.00 %... AND PER DETAILS ON THIS SHEET. 340 - _I SEL f2'ADS(N -f2) PERE. PIPE O 0.00% _ — — 28LF 12'ADS(N -92) O 0.57% F 338 _ -. 77 _ _ _ _ CB TYPE S A:0+74. RI 341.76 ME-338.�12 -W)l W) 336 -_ - _ _. 1-7XF-12'ADS(N-12)TTEORW1r.23% �I 8L 12'ADS(N -f2) O 1.50X 61.17- IR'ADS(N -12) O 1.23X 334 8F' 1LY N -12 01.50% N h CJ O M p M M N r0 rn p N C� r N 4 d a M N N N N N N 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' APPROVED FOR CONSTRUCTION BY: .—DATE:- Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 4 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. Z47.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND F, q. PROPERTY LINE '--RfW R/W LINE — — - - EASEMENT LINE -- ADDITIONAL 10' UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE ' 'w PROPOSED SEWER MAIN 2 I PROPOSED SANITARY SEWER STUB • PROPOSED STORM DRAIN MANHOLE ■ PROPOSED STORM CATCH BASIN n � � PROPOSED STORM MAIN YI PROPOSED STORM STUB PROPOSED SIDEWALK OU PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR a: 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 I] EXISTING WATER CATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN N0. I DATE l� DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK —UP ' 'w GJMGJM 2 I 3 -19 -14 PER CITY MARK —UP GI Jtd ■ UII 8115 O LJ �I D N Yi N) S' t L.1 T _ lL o-_ O S K/ U W� Ql t� s � Y � o W O v J J CL DATE 4_.10_,4 IRAWING NO. 8115BASE -EFtL FF22 c� v l� v v- a N ' 'w o> o V `VUJJJG COT �V n � � O U YI � OU a: �1 < W O v J J CL DATE 4_.10_,4 IRAWING NO. 8115BASE -EFtL FF22 STANDARD SPECIFICATIONS DESIGN DETAIL, WORKMANSHIP, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION°, THE "APWA AMENDMENTS TO DIVISION ONE ", AND ME "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ", ALL WRITTEN AND PROMULGATED BY THE WASHINGTON STATE CHAPTER O OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, EXCEPT WHERE THESE STANDARDS PROVIDE OTHERMSE. , ,�wr, I AND STANDARDS AS SET FORM IN THE LATEST EDITION OF ME CITY OF YELM'S COMPREHENSIVE PLAN. D. RULES AND R GULA DONS AS ADOPTED IN ME HELM MUNICIPAL CODE, E CONDITIONS AT STANDARDS AS SET FORTH IN THE THURSTON COUNTY COORDINATED WATER SYSTEM PLAN, JANUARY 1986. 1 F. w.,.r +..." w.Yw.,....w._ GEOMETRICA DESIGN OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (Y KNOWN TO) A POLICY A M moo, F �1 OF HIGHWAY MORE SAND STREETS, LATEST EDITION COMMONLY KN OWN AS THE 'AASH TO " .0 GREEN BOO K .. _ • w l .awns G CRITERIA SET {CORM IN ME LOCAL AGENCY GUIDELINES AS AMENDED AND APPROVED BY WASHINGTON < r STATE DEPARTMENT OF TRANSPORTATION. H. CITY AND COUVITY DESIGN STANDARDS FOR THE CONSTRUCTION OF URBAN AND RURAL ARTERIAL AND ....e.. e„m• COLLECTOR ROAD L PROMULGATED BY ME CITY ENGINEERS ASSOCIATION OF WASHINGTON, MAY 24, 1989. ":' j�I E. CONDITIONS AN STANDARDS AS SET FORTH IN ME WSDOT DESIGN MANUAL AS AMENDED AND APPROVED w.w",asm.0 F BY WSDOT J U.S. DEPARM (JT OF RANSPORTAVON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), q5 sxou w.p AMENDED AND A PROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. K. DOT CONSTRUQTION MANUAL AS AMENDED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION L RULES AND RE ULATICNS OF THE STATE BOARD OF HEALTH REGARDING PUBLIC WATER SUPPLIES, AS PUBLISHED BY M STATE DEPARTMENT OF HEALTH DUMP NO WASTE O :::�:D 3 1/2" +/- L M. CONDITIONS AND STANDARDS AS SET FORTH IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY "CRITERIA FOR SEWAGE WORKS DESIGN'{ MOST CURRENT EDITION, N. CONDITIONS AN D STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES O. DESIGN GREYER OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAL HOUSING ADMINISTRATION. I o r P. OTHER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM. NOTE LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH, f rnPihl II'll %•R p'r ra iY L.I'It. _ CATCH v� Yl NT5 V ^" �.,,.,_,. N STENCIL ( t m IF I L ma• emu. u°"'wiini'o�ra I �r cot f + .T 1. vFFrN' FfI IIID ry Ii�r MAFHN :�E �� "" fir °° •���� 41IFI T T TIME, .n u P. �I " 5• ,X yam...- ...._� 4 .,x�.mrnernrawvr OIA y LI u •tPir..- - } em..an wa saaao.ra..9 LIE- TYPE IC — II II 19NAI. IF.DI T-�� LO t (kAlt I lir Ill `O 1 Ph fly .I 0 EE p'I 1I I 1 It TIC IT Th �FI I ,.I TIC I TT .,tea. Ill - �3/4" RADIUS w Ii • r a ) , '1 b C11 1 OF I LLM L� EFT N 41 C N FI i v , KILI 4� •,IID /HILL STL,P o s I at IN, -p* OnTC 1 �I TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X AT INFILTRATION WASHED ROCK SPECIFICATIONS W /6" PERF. PIPE ® S = 0.09, AND FILLED WITH WASHED ROCK SEE DETAIL 1007 PASSING 6" SIEVE BELOW. TO BE INSTALLED AT TIME OF 80 -100% PASSING 4' SIEVE BBUILDING CONSTRUCTION. 0 -10% PASSING L5' SIEVE 0 -27 PASSING 1" SIEVE D.S. (TYP.)7 - CLEANOUT 0 -17 PASSING #200 SIEVE BUILDING /'INSTALL TEMPORARY Alfl FI SILT FENCE 6" A.0.5. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM .SYSTEMS FROM DRAIN SEDIMENTATION, 0.5' MIN. _ 6• _ - GROG UND PROFILE GUTTER DEBRIS alglalF � nCIH�41E31 T 'SCREEN MWASHEDROCK 0 PERF. PIPE S =0.09 4 WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 OR APPROVED EQUAL). DOWNSPOUT —" II SECTION l0' Mw.— -- -APMT. BLDG. "A'=20'- APMT BLDG. "B`=25' '111"" TPOPE GROUND PROFILE 8" 0 PERFORATED 6" PIPE C CLEANOUT 0 S =0.07 SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET WASHED ROCK NOTE TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION AND ASSOCIATES TRENCH FOR APARTMENT BUILDINGS bd b.v,nra.. & 8riyES .9.w 5. T E r1DTIJDIl "I'll" Fit l •IT, 11 FIT, SCI N'� III J IT v �T F` ,II21V L� _ j x6 3 C11TP 1l L I 1 ��� e� mmwwre `•e Tt �� y_ �., xi. a • _ I t w mr arr , T Ell', LIPIT Ill Kit ITETIII ,:L IC 111, 1111T, .'IFIAN 11, 1 . JTai ILLD III WQhnL r ,1 NET. o a le re o a T r F I +r L It LLId am a et rrF r:1 LEI r+ 11FPI I.I IIII iI O F:1 Lr 1 e 1 Vr on T 'I'll, L tuc .I E[ n 1 eu I I I�I� �I /i f1 I''L F _ I I vl I xr pI m nu I irl t V L I] r:TlF _ P I L Lr s , r L :,Ell c L r I I n I PL L 4 Ir e 1. _ u. uo, tTI I u L r _ - .,tllI1rn LET I q .5,.1� In E ]I 11 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. le a hJd9 f,r Nelarav "9ElJ ANn SrpaVrcn[ I. r1a mnnmr s4 . swr ry s ,a .Xxa loran. 1. Plea.....,, m mlal n •PatiJoalW nobs See Sib Plan ft, dal J,Jdaro REtinn 12 3/4 Oct F IT Pil El ling by contractor. 12" tang S aI by Manufacturer. 2 "MIN COMPACTED DEPTH CL B' ASPHALT GONG. PAVEMENT, 2 "MIN COMPACTED DEPTH CRUSHED SURFACING (5/8" MINUS). 6 "CL. "B' BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T. S. — Manhole Forme antl R elevations to ral Model Over by Nanufariure[ 1-32" ED grade, NDPFhseablebe Beal (See Deal Pat by Contabor. Abal Baffles Plan View BdlaNS sball he Plamd.rouM aeoeas 12" am(s7 nnonnmR amato all M I taNarbemloatln5 by mamaeral ven Sias 7 Une al le Frame ®ab Oebil mrc"wine nti F Xon T Al OnN Section A -A q4m� Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail CONCRETE SIDEWALK DETAIL �uu RSQN NO. 115 oa.Da.ot w"NT.s s7aNDARO C9 nra xwe w, " "iaae n s EXTRUDED CONCRETE CURB DETAIL al 04.04.01 ' IN TS LARSON Q STANOARp NO. 112 \ \b F \f1]MC NO. 240 APPROVED FOR CONSTRUCTION BY :- __DATE: DIE9CID[ of Public PJOIILS APPROVAL EXPIRES: 1 nN F I �TEJ m' L r l ,I I L I m F O I IF Ia11, V rr f•LIT!. _ 1 I ...._ r 'IF t iXle. n.uul II 4qr H r. L. L VllaLI 11 1 ELI I ! �'MI_ 4 L'91 �I IIGf -c.11. l LI IIW "59 LI - I r� F EI�IEI 1 ELL, - mnrn Ir In J IT El 11 IT `, I 1 E,r I r .l ILL J1 l 1 I`I I III - nF�II t F TI f l 1: 1 i It I 'ELL 11 I Ell A L 0T If IED I,1D 11 2J EL YI mm ELT ll L II it T- ' TI . IA I• _ III P I rcll ll LEIpE( N F r. J r, (1 I Ir 111 . 4 2 HOUSE INFILTRATION TRENCH NOTES 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED 10 RUN PARALLEL WITH NA70RAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3W X 3D X 201 DISPERSAL TRENCH W 16' PERF PIPE AI S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGYFlCA17ONS 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) CLEANOUT 0-lid PASSING I" SIEVE ,.� I 0 -1% PASSING 9200 SIEVE TOME ,- INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD - TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015' MIN.— 3. _ GROUND PROFILE GUTTER DEBRIS _ 6" 0 PERF. PIPE 0 S- 0 .0% WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT- WASHED ROCK �J^ECTIO� 70' MIN. 20• AI 1JO1Elfl"'I I T— i 3' GROUND PROFILE,— 1 L_ 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE S -OCIS SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK N07E: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. LARSON TYPICAL INFILTRATION J/1 AND ssooTATES Ell— TRENCH FOR A PARKING GARAGE EVISEF aa: 4401 a, W shin Street 0Z:!9 03 '` N.LS. CARSON Tacoma, Washington 98409 Q STANDARD NO. 240 253 474 -3404 wup\""L`\.sax\smsraan\aa.on: I�1.0 `"/ REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK=UP GJM 8115 O ITT II U � j IT I 1, T Ell Y V c0 Q 41 Wes 0 u1 0 a T, 2 2 7 Cl ul T r1 U � W�\ L➢ W � LEI UP UQ � } S Z N V O � _ c\ CO V v n V Q� � ul N Coati a m Q1 Q 3 Q IC U O Q /O/� CUL VJ f T b q/ J 0 PZ LL- I' U_ Q U q/ J (46 LLJ vJ �/ J Q 3.MID,0 a1114 L_ WA VC`Fw o3 Dz9 o ` ` ATE " Vrl�l 014 WING NI RS1 !�811513ASL !I Fl DUMP NO WASTE O :::�:D 3 1/2" +/- L M. CONDITIONS AND STANDARDS AS SET FORTH IN THE STATE OF WASHINGTON DEPARTMENT OF ECOLOGY "CRITERIA FOR SEWAGE WORKS DESIGN'{ MOST CURRENT EDITION, N. CONDITIONS AN D STANDARDS AS SET FORTH BY THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES O. DESIGN GREYER OF FEDERAL AGENCIES INCLUDING DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT AND THE FEDERAL HOUSING ADMINISTRATION. I o r P. OTHER SPECIFICATIONS NOT LISTED ABOVE AS MAY APPLY WHEN REQUIRED BY THE CITY OF YELM. NOTE LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH, f rnPihl II'll %•R p'r ra iY L.I'It. _ CATCH v� Yl NT5 V ^" �.,,.,_,. N STENCIL ( t m IF I L ma• emu. u°"'wiini'o�ra I �r cot f + .T 1. vFFrN' FfI IIID ry Ii�r MAFHN :�E �� "" fir °° •���� 41IFI T T TIME, .n u P. �I " 5• ,X yam...- ...._� 4 .,x�.mrnernrawvr OIA y LI u •tPir..- - } em..an wa saaao.ra..9 LIE- TYPE IC — II II 19NAI. IF.DI T-�� LO t (kAlt I lir Ill `O 1 Ph fly .I 0 EE p'I 1I I 1 It TIC IT Th �FI I ,.I TIC I TT .,tea. Ill - �3/4" RADIUS w Ii • r a ) , '1 b C11 1 OF I LLM L� EFT N 41 C N FI i v , KILI 4� •,IID /HILL STL,P o s I at IN, -p* OnTC 1 �I TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 6'W X AT INFILTRATION WASHED ROCK SPECIFICATIONS W /6" PERF. PIPE ® S = 0.09, AND FILLED WITH WASHED ROCK SEE DETAIL 1007 PASSING 6" SIEVE BELOW. TO BE INSTALLED AT TIME OF 80 -100% PASSING 4' SIEVE BBUILDING CONSTRUCTION. 0 -10% PASSING L5' SIEVE 0 -27 PASSING 1" SIEVE D.S. (TYP.)7 - CLEANOUT 0 -17 PASSING #200 SIEVE BUILDING /'INSTALL TEMPORARY Alfl FI SILT FENCE 6" A.0.5. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD TO PROTECT ROAD & STORM .SYSTEMS FROM DRAIN SEDIMENTATION, 0.5' MIN. _ 6• _ - GROG UND PROFILE GUTTER DEBRIS alglalF � nCIH�41E31 T 'SCREEN MWASHEDROCK 0 PERF. PIPE S =0.09 4 WRAP ENTIRE TRENCH WITH BUILDING FILTER FABRIC (GEOTEX 801 OR APPROVED EQUAL). DOWNSPOUT —" II SECTION l0' Mw.— -- -APMT. BLDG. "A'=20'- APMT BLDG. "B`=25' '111"" TPOPE GROUND PROFILE 8" 0 PERFORATED 6" PIPE C CLEANOUT 0 S =0.07 SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET WASHED ROCK NOTE TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. CARSON TYPICAL INFILTRATION AND ASSOCIATES TRENCH FOR APARTMENT BUILDINGS bd b.v,nra.. & 8riyES .9.w 5. T E r1DTIJDIl "I'll" Fit l •IT, 11 FIT, SCI N'� III J IT v �T F` ,II21V L� _ j x6 3 C11TP 1l L I 1 ��� e� mmwwre `•e Tt �� y_ �., xi. a • _ I t w mr arr , T Ell', LIPIT Ill Kit ITETIII ,:L IC 111, 1111T, .'IFIAN 11, 1 . JTai ILLD III WQhnL r ,1 NET. o a le re o a T r F I +r L It LLId am a et rrF r:1 LEI r+ 11FPI I.I IIII iI O F:1 Lr 1 e 1 Vr on T 'I'll, L tuc .I E[ n 1 eu I I I�I� �I /i f1 I''L F _ I I vl I xr pI m nu I irl t V L I] r:TlF _ P I L Lr s , r L :,Ell c L r I I n I PL L 4 Ir e 1. _ u. uo, tTI I u L r _ - .,tllI1rn LET I q .5,.1� In E ]I 11 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. le a hJd9 f,r Nelarav "9ElJ ANn SrpaVrcn[ I. r1a mnnmr s4 . swr ry s ,a .Xxa loran. 1. Plea.....,, m mlal n •PatiJoalW nobs See Sib Plan ft, dal J,Jdaro REtinn 12 3/4 Oct F IT Pil El ling by contractor. 12" tang S aI by Manufacturer. 2 "MIN COMPACTED DEPTH CL B' ASPHALT GONG. PAVEMENT, 2 "MIN COMPACTED DEPTH CRUSHED SURFACING (5/8" MINUS). 6 "CL. "B' BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T. S. — Manhole Forme antl R elevations to ral Model Over by Nanufariure[ 1-32" ED grade, NDPFhseablebe Beal (See Deal Pat by Contabor. Abal Baffles Plan View BdlaNS sball he Plamd.rouM aeoeas 12" am(s7 nnonnmR amato all M I taNarbemloatln5 by mamaeral ven Sias 7 Une al le Frame ®ab Oebil mrc"wine nti F Xon T Al OnN Section A -A q4m� Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail CONCRETE SIDEWALK DETAIL �uu RSQN NO. 115 oa.Da.ot w"NT.s s7aNDARO C9 nra xwe w, " "iaae n s EXTRUDED CONCRETE CURB DETAIL al 04.04.01 ' IN TS LARSON Q STANOARp NO. 112 \ \b F \f1]MC NO. 240 APPROVED FOR CONSTRUCTION BY :- __DATE: DIE9CID[ of Public PJOIILS APPROVAL EXPIRES: 1 nN F I �TEJ m' L r l ,I I L I m F O I IF Ia11, V rr f•LIT!. _ 1 I ...._ r 'IF t iXle. n.uul II 4qr H r. L. L VllaLI 11 1 ELI I ! �'MI_ 4 L'91 �I IIGf -c.11. l LI IIW "59 LI - I r� F EI�IEI 1 ELL, - mnrn Ir In J IT El 11 IT `, I 1 E,r I r .l ILL J1 l 1 I`I I III - nF�II t F TI f l 1: 1 i It I 'ELL 11 I Ell A L 0T If IED I,1D 11 2J EL YI mm ELT ll L II it T- ' TI . IA I• _ III P I rcll ll LEIpE( N F r. J r, (1 I Ir 111 . 4 2 HOUSE INFILTRATION TRENCH NOTES 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED 10 RUN PARALLEL WITH NA70RAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3W X 3D X 201 DISPERSAL TRENCH W 16' PERF PIPE AI S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGYFlCA17ONS 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) CLEANOUT 0-lid PASSING I" SIEVE ,.� I 0 -1% PASSING 9200 SIEVE TOME ,- INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD - TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015' MIN.— 3. _ GROUND PROFILE GUTTER DEBRIS _ 6" 0 PERF. PIPE 0 S- 0 .0% WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT- WASHED ROCK �J^ECTIO� 70' MIN. 20• AI 1JO1Elfl"'I I T— i 3' GROUND PROFILE,— 1 L_ 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE S -OCIS SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK N07E: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. LARSON TYPICAL INFILTRATION J/1 AND ssooTATES Ell— TRENCH FOR A PARKING GARAGE EVISEF aa: 4401 a, W shin Street 0Z:!9 03 '` N.LS. CARSON Tacoma, Washington 98409 Q STANDARD NO. 240 253 474 -3404 wup\""L`\.sax\smsraan\aa.on: I�1.0 `"/ REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK=UP GJM 8115 O ITT II U � j IT I 1, T Ell Y V c0 Q 41 Wes 0 u1 0 a T, 2 2 7 Cl ul T r1 U � W�\ L➢ W � LEI UP UQ � } S Z N V O � _ c\ CO V v n V Q� � ul N Coati a m Q1 Q 3 Q IC U O Q /O/� CUL VJ f T b q/ J 0 PZ LL- I' U_ Q U q/ J (46 LLJ vJ �/ J Q 3.MID,0 a1114 L_ WA VC`Fw o3 Dz9 o ` ` ATE " Vrl�l 014 WING NI RS1 !�811513ASL !I Fl T Ell', LIPIT Ill Kit ITETIII ,:L IC 111, 1111T, .'IFIAN 11, 1 . JTai ILLD III WQhnL r ,1 NET. o a le re o a T r F I +r L It LLId am a et rrF r:1 LEI r+ 11FPI I.I IIII iI O F:1 Lr 1 e 1 Vr on T 'I'll, L tuc .I E[ n 1 eu I I I�I� �I /i f1 I''L F _ I I vl I xr pI m nu I irl t V L I] r:TlF _ P I L Lr s , r L :,Ell c L r I I n I PL L 4 Ir e 1. _ u. uo, tTI I u L r _ - .,tllI1rn LET I q .5,.1� In E ]I 11 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. le a hJd9 f,r Nelarav "9ElJ ANn SrpaVrcn[ I. r1a mnnmr s4 . swr ry s ,a .Xxa loran. 1. Plea.....,, m mlal n •PatiJoalW nobs See Sib Plan ft, dal J,Jdaro REtinn 12 3/4 Oct F IT Pil El ling by contractor. 12" tang S aI by Manufacturer. 2 "MIN COMPACTED DEPTH CL B' ASPHALT GONG. PAVEMENT, 2 "MIN COMPACTED DEPTH CRUSHED SURFACING (5/8" MINUS). 6 "CL. "B' BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T. S. — Manhole Forme antl R elevations to ral Model Over by Nanufariure[ 1-32" ED grade, NDPFhseablebe Beal (See Deal Pat by Contabor. Abal Baffles Plan View BdlaNS sball he Plamd.rouM aeoeas 12" am(s7 nnonnmR amato all M I taNarbemloatln5 by mamaeral ven Sias 7 Une al le Frame ®ab Oebil mrc"wine nti F Xon T Al OnN Section A -A q4m� Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail CONCRETE SIDEWALK DETAIL �uu RSQN NO. 115 oa.Da.ot w"NT.s s7aNDARO C9 nra xwe w, " "iaae n s EXTRUDED CONCRETE CURB DETAIL al 04.04.01 ' IN TS LARSON Q STANOARp NO. 112 \ \b F \f1]MC NO. 240 APPROVED FOR CONSTRUCTION BY :- __DATE: DIE9CID[ of Public PJOIILS APPROVAL EXPIRES: 1 nN F I �TEJ m' L r l ,I I L I m F O I IF Ia11, V rr f•LIT!. _ 1 I ...._ r 'IF t iXle. n.uul II 4qr H r. L. L VllaLI 11 1 ELI I ! �'MI_ 4 L'91 �I IIGf -c.11. l LI IIW "59 LI - I r� F EI�IEI 1 ELL, - mnrn Ir In J IT El 11 IT `, I 1 E,r I r .l ILL J1 l 1 I`I I III - nF�II t F TI f l 1: 1 i It I 'ELL 11 I Ell A L 0T If IED I,1D 11 2J EL YI mm ELT ll L II it T- ' TI . IA I• _ III P I rcll ll LEIpE( N F r. J r, (1 I Ir 111 . 4 2 HOUSE INFILTRATION TRENCH NOTES 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED 10 RUN PARALLEL WITH NA70RAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3W X 3D X 201 DISPERSAL TRENCH W 16' PERF PIPE AI S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGYFlCA17ONS 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) CLEANOUT 0-lid PASSING I" SIEVE ,.� I 0 -1% PASSING 9200 SIEVE TOME ,- INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD - TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015' MIN.— 3. _ GROUND PROFILE GUTTER DEBRIS _ 6" 0 PERF. PIPE 0 S- 0 .0% WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT- WASHED ROCK �J^ECTIO� 70' MIN. 20• AI 1JO1Elfl"'I I T— i 3' GROUND PROFILE,— 1 L_ 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE S -OCIS SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK N07E: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. LARSON TYPICAL INFILTRATION J/1 AND ssooTATES Ell— TRENCH FOR A PARKING GARAGE EVISEF aa: 4401 a, W shin Street 0Z:!9 03 '` N.LS. CARSON Tacoma, Washington 98409 Q STANDARD NO. 240 253 474 -3404 wup\""L`\.sax\smsraan\aa.on: I�1.0 `"/ REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK=UP GJM 8115 O ITT II U � j IT I 1, T Ell Y V c0 Q 41 Wes 0 u1 0 a T, 2 2 7 Cl ul T r1 U � W�\ L➢ W � LEI UP UQ � } S Z N V O � _ c\ CO V v n V Q� � ul N Coati a m Q1 Q 3 Q IC U O Q /O/� CUL VJ f T b q/ J 0 PZ LL- I' U_ Q U q/ J (46 LLJ vJ �/ J Q 3.MID,0 a1114 L_ WA VC`Fw o3 Dz9 o ` ` ATE " Vrl�l 014 WING NI RS1 !�811513ASL !I Fl le a hJd9 f,r Nelarav "9ElJ ANn SrpaVrcn[ I. r1a mnnmr s4 . swr ry s ,a .Xxa loran. 1. Plea.....,, m mlal n •PatiJoalW nobs See Sib Plan ft, dal J,Jdaro REtinn 12 3/4 Oct F IT Pil El ling by contractor. 12" tang S aI by Manufacturer. 2 "MIN COMPACTED DEPTH CL B' ASPHALT GONG. PAVEMENT, 2 "MIN COMPACTED DEPTH CRUSHED SURFACING (5/8" MINUS). 6 "CL. "B' BANKRUN GRAVEL MAY BE REQUIRED DEPENDING UPON SOIL CONDITIONS. UNYIELDING SUB -BASE STANDARD IMPERVIOUS ASPHALT PAVING SECTION N. T. S. — Manhole Forme antl R elevations to ral Model Over by Nanufariure[ 1-32" ED grade, NDPFhseablebe Beal (See Deal Pat by Contabor. Abal Baffles Plan View BdlaNS sball he Plamd.rouM aeoeas 12" am(s7 nnonnmR amato all M I taNarbemloatln5 by mamaeral ven Sias 7 Une al le Frame ®ab Oebil mrc"wine nti F Xon T Al OnN Section A -A q4m� Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail CONCRETE SIDEWALK DETAIL �uu RSQN NO. 115 oa.Da.ot w"NT.s s7aNDARO C9 nra xwe w, " "iaae n s EXTRUDED CONCRETE CURB DETAIL al 04.04.01 ' IN TS LARSON Q STANOARp NO. 112 \ \b F \f1]MC NO. 240 APPROVED FOR CONSTRUCTION BY :- __DATE: DIE9CID[ of Public PJOIILS APPROVAL EXPIRES: 1 nN F I �TEJ m' L r l ,I I L I m F O I IF Ia11, V rr f•LIT!. _ 1 I ...._ r 'IF t iXle. n.uul II 4qr H r. L. L VllaLI 11 1 ELI I ! �'MI_ 4 L'91 �I IIGf -c.11. l LI IIW "59 LI - I r� F EI�IEI 1 ELL, - mnrn Ir In J IT El 11 IT `, I 1 E,r I r .l ILL J1 l 1 I`I I III - nF�II t F TI f l 1: 1 i It I 'ELL 11 I Ell A L 0T If IED I,1D 11 2J EL YI mm ELT ll L II it T- ' TI . IA I• _ III P I rcll ll LEIpE( N F r. J r, (1 I Ir 111 . 4 2 HOUSE INFILTRATION TRENCH NOTES 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED 10 RUN PARALLEL WITH NA70RAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3W X 3D X 201 DISPERSAL TRENCH W 16' PERF PIPE AI S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGYFlCA17ONS 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) CLEANOUT 0-lid PASSING I" SIEVE ,.� I 0 -1% PASSING 9200 SIEVE TOME ,- INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD - TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015' MIN.— 3. _ GROUND PROFILE GUTTER DEBRIS _ 6" 0 PERF. PIPE 0 S- 0 .0% WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT- WASHED ROCK �J^ECTIO� 70' MIN. 20• AI 1JO1Elfl"'I I T— i 3' GROUND PROFILE,— 1 L_ 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE S -OCIS SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK N07E: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. LARSON TYPICAL INFILTRATION J/1 AND ssooTATES Ell— TRENCH FOR A PARKING GARAGE EVISEF aa: 4401 a, W shin Street 0Z:!9 03 '` N.LS. CARSON Tacoma, Washington 98409 Q STANDARD NO. 240 253 474 -3404 wup\""L`\.sax\smsraan\aa.on: I�1.0 `"/ REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK=UP GJM 8115 O ITT II U � j IT I 1, T Ell Y V c0 Q 41 Wes 0 u1 0 a T, 2 2 7 Cl ul T r1 U � W�\ L➢ W � LEI UP UQ � } S Z N V O � _ c\ CO V v n V Q� � ul N Coati a m Q1 Q 3 Q IC U O Q /O/� CUL VJ f T b q/ J 0 PZ LL- I' U_ Q U q/ J (46 LLJ vJ �/ J Q 3.MID,0 a1114 L_ WA VC`Fw o3 Dz9 o ` ` ATE " Vrl�l 014 WING NI RS1 !�811513ASL !I Fl I`I I III - nF�II t F TI f l 1: 1 i It I 'ELL 11 I Ell A L 0T If IED I,1D 11 2J EL YI mm ELT ll L II it T- ' TI . IA I• _ III P I rcll ll LEIpE( N F r. J r, (1 I Ir 111 . 4 2 HOUSE INFILTRATION TRENCH NOTES 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED 10 RUN PARALLEL WITH NA70RAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3W X 3D X 201 DISPERSAL TRENCH W 16' PERF PIPE AI S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGYFlCA17ONS 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) CLEANOUT 0-lid PASSING I" SIEVE ,.� I 0 -1% PASSING 9200 SIEVE TOME ,- INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD - TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015' MIN.— 3. _ GROUND PROFILE GUTTER DEBRIS _ 6" 0 PERF. PIPE 0 S- 0 .0% WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT- WASHED ROCK �J^ECTIO� 70' MIN. 20• AI 1JO1Elfl"'I I T— i 3' GROUND PROFILE,— 1 L_ 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE S -OCIS SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK N07E: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. LARSON TYPICAL INFILTRATION J/1 AND ssooTATES Ell— TRENCH FOR A PARKING GARAGE EVISEF aa: 4401 a, W shin Street 0Z:!9 03 '` N.LS. CARSON Tacoma, Washington 98409 Q STANDARD NO. 240 253 474 -3404 wup\""L`\.sax\smsraan\aa.on: I�1.0 `"/ REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK=UP GJM 8115 O ITT II U � j IT I 1, T Ell Y V c0 Q 41 Wes 0 u1 0 a T, 2 2 7 Cl ul T r1 U � W�\ L➢ W � LEI UP UQ � } S Z N V O � _ c\ CO V v n V Q� � ul N Coati a m Q1 Q 3 Q IC U O Q /O/� CUL VJ f T b q/ J 0 PZ LL- I' U_ Q U q/ J (46 LLJ vJ �/ J Q 3.MID,0 a1114 L_ WA VC`Fw o3 Dz9 o ` ` ATE " Vrl�l 014 WING NI RS1 !�811513ASL !I Fl HOUSE INFILTRATION TRENCH NOTES 1. ALL STORMWATER RUNOFF FROM ROOF AND DRIVEWAY SHALL BE COLLECTED AND TIGHTLINED TO THE INFILTRATION TRENCH. 2. TRENCHES SHALL BE INSTALLED ONLY IN UNDISTURBED GROUND WHICH HAS NOT BEEN FILLED OR EXCAVATED. 3. TRENCHES SHALL BE PLACED 10 RUN PARALLEL WITH NA70RAL CONTOURS OF THE LAND. TYPICAL BUILDING INFILTRATION TRENCH. INSTALL 3W X 3D X 201 DISPERSAL TRENCH W 16' PERF PIPE AI S = 0.07 AND FILLED WITH WASHED ROCK. SEE DETAIL WASHED ROCK SPEGYFlCA17ONS 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) CLEANOUT 0-lid PASSING I" SIEVE ,.� I 0 -1% PASSING 9200 SIEVE TOME ,- INSTALL TEMPORARY MIRAFI SILT FENCE 4" A.D.S. DOWNHILL SIDE OF BUILDING CONSTRUCTION YARD - TO PROTECT ROAD & STORM SYSTEMS FROM DRAIN SEDIMENTATION. 015' MIN.— 3. _ GROUND PROFILE GUTTER DEBRIS _ 6" 0 PERF. PIPE 0 S- 0 .0% WRAP ENTIRE TRENCH WITH FILTER FABRIC (GEOTEX 801 BUILDING 1 25 OR APPROVED EQUAL). DOWNSPOUT- WASHED ROCK �J^ECTIO� 70' MIN. 20• AI 1JO1Elfl"'I I T— i 3' GROUND PROFILE,— 1 L_ 6" 0 PERFORATED 4" PIPE CLEANOUT PIPE S -OCIS SEDIMENT CONTROL STRUCTURE (OPTIONAL) SEE DETAIL THIS SHEET, WASHED ROCK N07E: TRENCH MAY RUN PARALLEL TO BUILDING AS REQUIRED. LARSON TYPICAL INFILTRATION J/1 AND ssooTATES Ell— TRENCH FOR A PARKING GARAGE EVISEF aa: 4401 a, W shin Street 0Z:!9 03 '` N.LS. CARSON Tacoma, Washington 98409 Q STANDARD NO. 240 253 474 -3404 wup\""L`\.sax\smsraan\aa.on: I�1.0 `"/ REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK=UP GJM 8115 O ITT II U � j IT I 1, T Ell Y V c0 Q 41 Wes 0 u1 0 a T, 2 2 7 Cl ul T r1 U � W�\ L➢ W � LEI UP UQ � } S Z N V O � _ c\ CO V v n V Q� � ul N Coati a m Q1 Q 3 Q IC U O Q /O/� CUL VJ f T b q/ J 0 PZ LL- I' U_ Q U q/ J (46 LLJ vJ �/ J Q 3.MID,0 a1114 L_ WA VC`Fw o3 Dz9 o ` ` ATE " Vrl�l 014 WING NI RS1 !�811513ASL !I Fl 8115 O ITT II U � j IT I 1, T Ell Y V c0 Q 41 Wes 0 u1 0 a T, 2 2 7 Cl ul T r1 U � W�\ L➢ W � LEI UP UQ � } S Z N V O � _ c\ CO V v n V Q� � ul N Coati a m Q1 Q 3 Q IC U O Q /O/� CUL VJ f T b q/ J 0 PZ LL- I' U_ Q U q/ J (46 LLJ vJ �/ J Q 3.MID,0 a1114 L_ WA VC`Fw o3 Dz9 o ` ` ATE " Vrl�l 014 WING NI RS1 !�811513ASL !I Fl >I F , -API I �. IT 6Ei c ul FLLUI, J "F ,Dc .L He F P'J IDL -- NI ,III F�T1 JI IFF, 711 ABQVF AT FINISH TRADE — C P f A91'LA1 (-(IF �F,[ IE F:'11-,H CkAGL I I I, 1A LI I AF, ^.PI t CMILI C NF CL f iLJDb )i.DL I I 11 iEl L 1411: NI /II II A N IAAI y C III URM R TH 11 II I Fr IIAI1[SF) I(I Y t£ JIDLIU1l r '1l'11LI ,onoLL]Cr ml.r IIII 11` NOTE: aFCp( VFp I x E fq i'IT, Al A2K. fI tFGT )A 1 II iL —� - C =A3y DV1P6jER ENUDSURE F --- i W.VAHrzm Pohl O+PA'IRP i CA0.6. , GIRf.B[MRD ii� YL IBO ItltK� TI'P. � , I L / � 1 / IF / - - - -- 0 ADD V FTN II cF IT I r 1� LIB -J llf II t Ili,: Lr' N laEi elf ;I TIT FH 1 I LII'I {4 1,F]LIC INJRG�. I II '-f II 1 F ITLF : ;11171 IF Fp TIED ( -�� �L1�T _,F IF 1 117 IFIII 1I n0. 4F r.'PrtOyF 11 .F ,'111 u:.i F t F.11 IL c II 11 L.I ., I Itp .L _ I J.I> IC f d I _` II _u00 A. IN, _DIRE. AIT NIET FOR CAME `/� MTFRGOTO 5' CREW R'v", TIE. t DUMPSTER PLAN - c I CX_ — 65-0 I,TiLk-t, LL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTIVIENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. SWELL PLAN Go NEGANCHNINA MATIC HE INNIN -A I AND 'Er C-CLACE, SAM NOES PLAN MEW EIANIAlk WIT OF PATH EGGS SAME TYPE SINGLE DANCTION AITTVT AI)J. KNISH 6F 11 DF I . Gpm mmp Irca un dell Po pNma ACT ma woo. I ua ANNAND e amssweu. w ea al own m nie Coneem P6n5. I Vv'.. N J ! I_/ J[ d sIi I 11 IF ] G, DB, IN111 g 1 g J L - - tlareppunon- 4 / I 'L L AN Twxpw¢o U Fio CAND, STAN � CALL, I_ t s _ p BD B'DLET —I 1 I11 NNI�II1- , 1 I ;I I IPA FI F) F ._ F 11, BiaxpaxO MAN EU10 S FIIL ,111 S T6o.AAN rrp M Ing'ne abFel nEefinM1el,M namtl ecWp to Us a q a " lL_ �U�EIA12 tiF FIJAI HF]­P LTF S A —;_ IJFA'T nD =rFF SECnDN O I. I All L 1 �J CU2 RempN SSA` %M SCAT Co. GA., a. Lembo a ml mmaM ba nam I C,] Y ljF FLJ.I — [F -T JF F 1BLIL. IA JEI I f TPIi FF I F1 F. I_ SE r, Fl( I I I 11 iEl L 1411: NI /II II A N IAAI y C III URM R TH 11 II I Fr IIAI1[SF) I(I Y t£ JIDLIU1l r '1l'11LI ,onoLL]Cr ml.r IIII 11` NOTE: aFCp( VFp I x E fq i'IT, Al A2K. fI tFGT )A 1 II iL —� - C =A3y DV1P6jER ENUDSURE F --- i W.VAHrzm Pohl O+PA'IRP i CA0.6. , GIRf.B[MRD ii� YL IBO ItltK� TI'P. � , I L / � 1 / IF / - - - -- 0 ADD V FTN II cF IT I r 1� LIB -J llf II t Ili,: Lr' N laEi elf ;I TIT FH 1 I LII'I {4 1,F]LIC INJRG�. I II '-f II 1 F ITLF : ;11171 IF Fp TIED ( -�� �L1�T _,F IF 1 117 IFIII 1I n0. 4F r.'PrtOyF 11 .F ,'111 u:.i F t F.11 IL c II 11 L.I ., I Itp .L _ I J.I> IC f d I _` II _u00 A. IN, _DIRE. AIT NIET FOR CAME `/� MTFRGOTO 5' CREW R'v", TIE. t DUMPSTER PLAN - c I CX_ — 65-0 I,TiLk-t, LL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTIVIENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. SWELL PLAN Go NEGANCHNINA MATIC HE INNIN -A I AND 'Er C-CLACE, SAM NOES PLAN MEW 1EC FILE NN EGGS SAME TYPE SINGLE DANCTION A IMEIINCHO N I . Gpm mmp Irca un dell Po pNma ACT ma woo. I ua ANNAND e amssweu. w ea al own m nie Coneem P6n5. ED NOTE I ]. AHeR GRADEENz; 4W 0 IM1 INe9maobreex � V FTN II cF IT I r 1� LIB -J llf II t Ili,: Lr' N laEi elf ;I TIT FH 1 I LII'I {4 1,F]LIC INJRG�. I II '-f II 1 F ITLF : ;11171 IF Fp TIED ( -�� �L1�T _,F IF 1 117 IFIII 1I n0. 4F r.'PrtOyF 11 .F ,'111 u:.i F t F.11 IL c II 11 L.I ., I Itp .L _ I J.I> IC f d I _` II _u00 A. IN, _DIRE. AIT NIET FOR CAME `/� MTFRGOTO 5' CREW R'v", TIE. t DUMPSTER PLAN - c I CX_ — 65-0 I,TiLk-t, LL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTIVIENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. SWELL PLAN Go NEGANCHNINA MATIC HE INNIN -A I AND 'Er C-CLACE, SAM NOES PLAN MEW 1EC FILE NN EGGS SAME TYPE SINGLE DANCTION A IMEIINCHO N I . Gpm mmp Irca un dell Po pNma ACT ma woo. I ua ANNAND e amssweu. w ea al own m nie Coneem P6n5. ED NOTE I ]. AHeR GRADEENz; 4W 0 IM1 INe9maobreex � d sIi I �sx ] G, DB, IN111 g 1 g J L - - tlareppunon- 4 / a M1 IIb A (to. NrvmP- Wrill, Twxpw¢o U Fio CAND, STAN � CALL, I_ t s BD B'DLET 1 s No.CPl a GIN I IPA CoA cSFlewo4Io�Ne a BiaxpaxO MAN EU10 S CBS S T6o.AAN rrp M Ing'ne abFel nEefinM1el,M namtl ecWp to Us a q a " lL_ �U�EIA12 "WT p S A SECnDN O PRON CN 'too X a-° US No. A, IN 10. C CU2 RempN SSA` %M SCAT Co. GA., a. Lembo a ml mmaM ba nam I A. IN, _DIRE. AIT NIET FOR CAME `/� MTFRGOTO 5' CREW R'v", TIE. t DUMPSTER PLAN - c I CX_ — 65-0 I,TiLk-t, LL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTIVIENTS NE 114, SE 114, SEC 24, TWN17 N., RNG. 1 E., W.M. SWELL PLAN Go NEGANCHNINA MATIC HE INNIN -A I AND 'Er C-CLACE, SAM E0` ` cun0c0.wcxortssR COND PLAN NEW TYPE SINGLE GIRECIRIN B NOES PLAN MEW 1EC FILE NN EGGS SAME TYPE SINGLE DANCTION A IMEIINCHO N I . Gpm mmp Irca un dell Po pNma ACT ma woo. I ua ANNAND e amssweu. w ea al own m nie Coneem P6n5. ED NOTE I ]. AHeR GRADEENz; 4W 0 IM1 INe9maobreex � d sIi I �sx ] G, DB, IN111 g 1 g J L - - tlareppunon- 4 / a M1 IIb A (to. NrvmP- Wrill, Twxpw¢o U Fio E0` ` cun0c0.wcxortssR COND PLAN NEW TYPE SINGLE GIRECIRIN B NOES PLAN MEW 1. rnls oleo Ino ee IN. wnare pa]asubn aaideg m etre mrecsbn to ll TYPE SINGLE DANCTION A I . Gpm mmp Irca un dell Po pNma ACT ma woo. I ua ANNAND e amssweu. w ea al own m nie Coneem P6n5. ]. AHeR GRADEENz; 4W 0 IM1 INe9maobreex IRENI s so.11 W Ue p M Iba Ba sIi I G, DB, IN111 g 1 g J L - - tlareppunon- a M1 IIb A (to. NrvmP- Wrill, FEE NOTE S. Sea Al Co.., Wm— IS br No. HAD CAND, STAN � CALL, I_ t s BD B'DLET 1 s No.CPl a GIN I IPA CoA cSFlewo4Io�Ne a BiaxpaxO MAN EU10 S CBS S T6o.AAN rrp M Ing'ne abFel nEefinM1el,M namtl ecWp to Us a q a " lL_ �U�EIA12 "WT p S A SECnDN O E0` ` cun0c0.wcxortssR COND PLAN NEW TYPE SINGLE GIRECIRIN B LEGEND INTIME I -1 ANDE6REAN F-LUFFTLANNIFFEATTES4 U< UR' - wHNG CGRNRAND YET SECTION OB -SEE NOTED E SINGLE GRECTSINEFFECINT SIT STICE, TANAARDAANENAIA rt S'NNANOTS SINGLE DIRECTION THELOYETOURBAND vuE UTTER sEENmEA CURB RAMP LITTLE W ISOMETRIC VIEW -N ISOMETRIC MEW bIANTS TYPES SINGLE DIRECMNA O TYPE SINGLE DIRECTION IT OEJAIL 0 PAYEE NOTES A L —� c RDUCV UNw "`'UT °N`E wANx 1 pD. 61 w s m DwsISAmIaN Mnewm .Imo mina ( a Y 1 Tints dnama cElSwsl pd g UML NET p6wo TORN FLAN., ANTS ens TFAA 1 1 1 m ti 5' M ..EF S i. T111.1 I 4o Ra e9xea oPopvre B B / T o x x led m. T "T I— �����I� n I Nc TrD C G A SBAL r 1 sfcnory O E In onismibwa m'uFp sunaTO bap °MICANST ESS ...ATId. s sMm.wPx�.Im,Bewn FTna rem remp eTeET TFUNI DWE SENDING uecE CISANDCAPEn MATONGGNTTNRWIGX O 1nrTmpA lrea mTlnvaObn or nT DTizbRlaw x.39 ®i NO5 9 TRUNCATED DOME DETAILS waxru� mAT.M.WVan olunrcnpnMwOln D reps rea FEE Uv DETECTABLE WARNING SURFACE DEFEAT Un ORe mll. ep e T gross oeuF RaMwn pe aN temp en° IRA d e g N IEaSNen cxs wry Ib SRImm NaGadiulwNUlel1 /+mtl, pWm NN CTM1NNIND 11 YNAL FS SNaam Ax FFn WIM1mollRa ab remp D uxomc E. INCITIEN A. NT wuAwe � xwnv WINUF� __. Fil (SINGLE DWEC1UON CURB ORB RUMP is - ITTAFFENE cues NNn Z sAxoix B1T�fSURE 5)rc Tcuxx] ncrv..w vw.euAm \xp AII PERPENDICULAR CURB RAMP wu,xlvb CAP NOTE E) ,F NAxolx4Uxw AGAv SINGLE DIRECTION CURB RAMP INCED wain. L1AAAa)xa EFN I suNEncilowslM- seixDTER PIATH ON MP PEDESTRIAN RAILROAD CROSSING MEDIAN CUT- RIROUGH ROUNDABOUT IPLRIER sux0 vE ANDFAII s.,I a eG ENT GUIDELINES SHARED-USE PATH CONNECTON DETECTABLE WARNING SURFACE ELECT I A' I CLIFF NDTEs x WCTE A ONbin A t Pmvlannxpn 111Oem RTm Nme°ae Lu eM1TJ Orevwaµ. _ _ _ xN_ Club Rnrtp kceto, A,ell NA p�ua wRRln One rvtlm AlmNesvr . A-LANALIGNISSIT SEE srnxDAxoauIN a xx A _'[WAS PLAN Fx DNF ",e naINAG. Awnn ne GAnENCI Pbng. 2 Whole UNTIN. 'GRACE REAK IS TINS OFF , baenllrc lnn INe Smea re ne uCfucTOO No. planes RRTI II�DU6. ELL GFILLA g B 'mwAax $ c G. ono °5 nim�lal ma'am vwn`olmac,`n aemvor n> ryrl AD[w La e' g. a sin °,tpm ,Co. aG °renan SEE TEITYPLANT Cmxwwp wNpswT x pSSoxk cDNA G FIRE NATO cUNNMW eAxOwnpEUxTUm E 5 SPoS M tlPl Fi0 Obr Leman CAnvabS OA k. So' DICAL EACEOEwRN sEE TA s[ECWT ARM CRUNNot PI .LUl its eDo pTSIAl ALBANIA DEARESg NGM Mm UN FILE GE CUNM DEaRESSEDCNR -AFTEG E_ in CGA.FNWASRMmp Tr do '' p OWw' cu et . FlN. FL nM GU bCDepass�C3 c �. Poe. p - 70 PobUl mm I, b n IG .. Onemmp kngN ITT ttPE pAPALLELA D sECSTPNpAUpnwMw ttPEPAMLIELB q "wn apply gm Am FACT Alg01t6e m Rng RYA MIM Fb p n Il lR esM b sllb. A CHIN 6. GxNR I Le q rd sn 1 b fin sn Sm Sonata m..cr IuDF ARAB tl B1A' 1 wn P' Pee L IA vl ._III g e n In IANt.l Ne - eIN Rupp ar {s a S TIb 11 MN_An Mema CAR Ra V ILGW GeM beet ART AN ul to BNAn CEUExi cuRS -sEE xUTES ' SECONNOA ^xUxasEM °1 ..... T 11 GOAL 4 1 it SDEn SLE xUTEi wTNACT LEGEND ALONE IN EITHER .—TOG EExD EMPo NUTS, BEAN BN a „. - FAM LAMP - orA" pwpaPi.WINT "I1e F. SECTOR OB IAGNNT PARALLEL CURB RAMP SHEET I OF I SHELF 6/20`13 ISOMETRIC MEW ISOMfTRIC MFW TYPE PARALLEL4 PAY 11Mli }YpE pAMLLELBPAYlA1rt APPROVED FOR CONSTRUCTION BY: DATE: _ Diiector of Public Works APPROVAL EXPIRES: I NALpnn.T,w<MwA.rp 'n,1 r� -1 IRATICALKIIE I No STRA UTTER CAN cuwNTHENT M'J� rvn Fos IW \n sows HE OF TCAVF C.. �E iawusaEw DETAIL Noffs 1 BNN 1 PGAI 11 k ' nines L., 1 n nou b N To 1. HA IF P.TGAINI B. ND inn Dlneal naL 'Do REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK - ^� _ - GJM CRT WA N A rL CROSSWALK LAYOUT 02 —Ib- RS2 p 8115 p ILI z C7 W Y Lai W fi 2 Q1 P_ O I Q M) rvT V) y nl Z r� L-F z� r, a� L.L S ICI A >,vT. o2F -EO (1 c0 n V OF OF cdQ f T F O H CO u OLD I� �O� V "' / rZz 0 (O 48 c 1 v 1 J Q DATE 4...10 -14 IRA WING N0. 8115BASE iFFT 14 OF 22 RULES 1. rnls oleo Ino ee IN. wnare pa]asubn aaideg m etre mrecsbn to ll FSLCIFALLIE NS 1 INCEN . I . Gpm mmp Irca un dell Po pNma ACT ma woo. I ua ANNAND e amssweu. w ea al own m nie Coneem P6n5. ]. AHeR GRADEENz; 4W 0 IM1 INe9maobreex IRENI s so.11 W Ue p M Iba Ba sIi I G, DB, IN111 g 1 g J L - - tlareppunon- a M1 IIb A (to. NrvmP- Wrill, S. Sea Al Co.., Wm— IS br No. HAD Bin E6Mne Plan F l(T1,i N.CN EG �precwiGN aG::. Yeses B t s B'DLET 1 s No.CPl a Um a i C CoA cSFlewo4Io�Ne a BiaxpaxO MAN EU10 S S T6o.AAN rrp M Ing'ne abFel nEefinM1el,M namtl ecWp to Us a q a " "WT p S A AIrAi aGA p PRON CN 'too X a-° US No. A, IN 10. C CU2 RempN SSA` %M SCAT Co. GA., a. Lembo a ml mmaM ba nam I INTIME I -1 ANDE6REAN F-LUFFTLANNIFFEATTES4 U< UR' - wHNG CGRNRAND YET SECTION OB -SEE NOTED E SINGLE GRECTSINEFFECINT SIT STICE, TANAARDAANENAIA rt S'NNANOTS SINGLE DIRECTION THELOYETOURBAND vuE UTTER sEENmEA CURB RAMP LITTLE W ISOMETRIC VIEW -N ISOMETRIC MEW bIANTS TYPES SINGLE DIRECMNA O TYPE SINGLE DIRECTION IT OEJAIL 0 PAYEE NOTES A L —� c RDUCV UNw "`'UT °N`E wANx 1 pD. 61 w s m DwsISAmIaN Mnewm .Imo mina ( a Y 1 Tints dnama cElSwsl pd g UML NET p6wo TORN FLAN., ANTS ens TFAA 1 1 1 m ti 5' M ..EF S i. T111.1 I 4o Ra e9xea oPopvre B B / T o x x led m. T "T I— �����I� n I Nc TrD C G A SBAL r 1 sfcnory O E In onismibwa m'uFp sunaTO bap °MICANST ESS ...ATId. s sMm.wPx�.Im,Bewn FTna rem remp eTeET TFUNI DWE SENDING uecE CISANDCAPEn MATONGGNTTNRWIGX O 1nrTmpA lrea mTlnvaObn or nT DTizbRlaw x.39 ®i NO5 9 TRUNCATED DOME DETAILS waxru� mAT.M.WVan olunrcnpnMwOln D reps rea FEE Uv DETECTABLE WARNING SURFACE DEFEAT Un ORe mll. ep e T gross oeuF RaMwn pe aN temp en° IRA d e g N IEaSNen cxs wry Ib SRImm NaGadiulwNUlel1 /+mtl, pWm NN CTM1NNIND 11 YNAL FS SNaam Ax FFn WIM1mollRa ab remp D uxomc E. INCITIEN A. NT wuAwe � xwnv WINUF� __. Fil (SINGLE DWEC1UON CURB ORB RUMP is - ITTAFFENE cues NNn Z sAxoix B1T�fSURE 5)rc Tcuxx] ncrv..w vw.euAm \xp AII PERPENDICULAR CURB RAMP wu,xlvb CAP NOTE E) ,F NAxolx4Uxw AGAv SINGLE DIRECTION CURB RAMP INCED wain. L1AAAa)xa EFN I suNEncilowslM- seixDTER PIATH ON MP PEDESTRIAN RAILROAD CROSSING MEDIAN CUT- RIROUGH ROUNDABOUT IPLRIER sux0 vE ANDFAII s.,I a eG ENT GUIDELINES SHARED-USE PATH CONNECTON DETECTABLE WARNING SURFACE ELECT I A' I CLIFF NDTEs x WCTE A ONbin A t Pmvlannxpn 111Oem RTm Nme°ae Lu eM1TJ Orevwaµ. _ _ _ xN_ Club Rnrtp kceto, A,ell NA p�ua wRRln One rvtlm AlmNesvr . A-LANALIGNISSIT SEE srnxDAxoauIN a xx A _'[WAS PLAN Fx DNF ",e naINAG. Awnn ne GAnENCI Pbng. 2 Whole UNTIN. 'GRACE REAK IS TINS OFF , baenllrc lnn INe Smea re ne uCfucTOO No. planes RRTI II�DU6. ELL GFILLA g B 'mwAax $ c G. ono °5 nim�lal ma'am vwn`olmac,`n aemvor n> ryrl AD[w La e' g. a sin °,tpm ,Co. aG °renan SEE TEITYPLANT Cmxwwp wNpswT x pSSoxk cDNA G FIRE NATO cUNNMW eAxOwnpEUxTUm E 5 SPoS M tlPl Fi0 Obr Leman CAnvabS OA k. So' DICAL EACEOEwRN sEE TA s[ECWT ARM CRUNNot PI .LUl its eDo pTSIAl ALBANIA DEARESg NGM Mm UN FILE GE CUNM DEaRESSEDCNR -AFTEG E_ in CGA.FNWASRMmp Tr do '' p OWw' cu et . FlN. FL nM GU bCDepass�C3 c �. Poe. p - 70 PobUl mm I, b n IG .. Onemmp kngN ITT ttPE pAPALLELA D sECSTPNpAUpnwMw ttPEPAMLIELB q "wn apply gm Am FACT Alg01t6e m Rng RYA MIM Fb p n Il lR esM b sllb. A CHIN 6. GxNR I Le q rd sn 1 b fin sn Sm Sonata m..cr IuDF ARAB tl B1A' 1 wn P' Pee L IA vl ._III g e n In IANt.l Ne - eIN Rupp ar {s a S TIb 11 MN_An Mema CAR Ra V ILGW GeM beet ART AN ul to BNAn CEUExi cuRS -sEE xUTES ' SECONNOA ^xUxasEM °1 ..... T 11 GOAL 4 1 it SDEn SLE xUTEi wTNACT LEGEND ALONE IN EITHER .—TOG EExD EMPo NUTS, BEAN BN a „. - FAM LAMP - orA" pwpaPi.WINT "I1e F. SECTOR OB IAGNNT PARALLEL CURB RAMP SHEET I OF I SHELF 6/20`13 ISOMETRIC MEW ISOMfTRIC MFW TYPE PARALLEL4 PAY 11Mli }YpE pAMLLELBPAYlA1rt APPROVED FOR CONSTRUCTION BY: DATE: _ Diiector of Public Works APPROVAL EXPIRES: I NALpnn.T,w<MwA.rp 'n,1 r� -1 IRATICALKIIE I No STRA UTTER CAN cuwNTHENT M'J� rvn Fos IW \n sows HE OF TCAVF C.. �E iawusaEw DETAIL Noffs 1 BNN 1 PGAI 11 k ' nines L., 1 n nou b N To 1. HA IF P.TGAINI B. ND inn Dlneal naL 'Do REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK - ^� _ - GJM CRT WA N A rL CROSSWALK LAYOUT 02 —Ib- RS2 p 8115 p ILI z C7 W Y Lai W fi 2 Q1 P_ O I Q M) rvT V) y nl Z r� L-F z� r, a� L.L S ICI A >,vT. o2F -EO (1 c0 n V OF OF cdQ f T F O H CO u OLD I� �O� V "' / rZz 0 (O 48 c 1 v 1 J Q DATE 4...10 -14 IRA WING N0. 8115BASE iFFT 14 OF 22 SECTION OB -SEE NOTED E SINGLE GRECTSINEFFECINT SIT STICE, TANAARDAANENAIA rt S'NNANOTS SINGLE DIRECTION THELOYETOURBAND vuE UTTER sEENmEA CURB RAMP LITTLE W ISOMETRIC VIEW -N ISOMETRIC MEW bIANTS TYPES SINGLE DIRECMNA O TYPE SINGLE DIRECTION IT OEJAIL 0 PAYEE NOTES A L —� c RDUCV UNw "`'UT °N`E wANx 1 pD. 61 w s m DwsISAmIaN Mnewm .Imo mina ( a Y 1 Tints dnama cElSwsl pd g UML NET p6wo TORN FLAN., ANTS ens TFAA 1 1 1 m ti 5' M ..EF S i. T111.1 I 4o Ra e9xea oPopvre B B / T o x x led m. T "T I— �����I� n I Nc TrD C G A SBAL r 1 sfcnory O E In onismibwa m'uFp sunaTO bap °MICANST ESS ...ATId. s sMm.wPx�.Im,Bewn FTna rem remp eTeET TFUNI DWE SENDING uecE CISANDCAPEn MATONGGNTTNRWIGX O 1nrTmpA lrea mTlnvaObn or nT DTizbRlaw x.39 ®i NO5 9 TRUNCATED DOME DETAILS waxru� mAT.M.WVan olunrcnpnMwOln D reps rea FEE Uv DETECTABLE WARNING SURFACE DEFEAT Un ORe mll. ep e T gross oeuF RaMwn pe aN temp en° IRA d e g N IEaSNen cxs wry Ib SRImm NaGadiulwNUlel1 /+mtl, pWm NN CTM1NNIND 11 YNAL FS SNaam Ax FFn WIM1mollRa ab remp D uxomc E. INCITIEN A. NT wuAwe � xwnv WINUF� __. Fil (SINGLE DWEC1UON CURB ORB RUMP is - ITTAFFENE cues NNn Z sAxoix B1T�fSURE 5)rc Tcuxx] ncrv..w vw.euAm \xp AII PERPENDICULAR CURB RAMP wu,xlvb CAP NOTE E) ,F NAxolx4Uxw AGAv SINGLE DIRECTION CURB RAMP INCED wain. L1AAAa)xa EFN I suNEncilowslM- seixDTER PIATH ON MP PEDESTRIAN RAILROAD CROSSING MEDIAN CUT- RIROUGH ROUNDABOUT IPLRIER sux0 vE ANDFAII s.,I a eG ENT GUIDELINES SHARED-USE PATH CONNECTON DETECTABLE WARNING SURFACE ELECT I A' I CLIFF NDTEs x WCTE A ONbin A t Pmvlannxpn 111Oem RTm Nme°ae Lu eM1TJ Orevwaµ. _ _ _ xN_ Club Rnrtp kceto, A,ell NA p�ua wRRln One rvtlm AlmNesvr . A-LANALIGNISSIT SEE srnxDAxoauIN a xx A _'[WAS PLAN Fx DNF ",e naINAG. Awnn ne GAnENCI Pbng. 2 Whole UNTIN. 'GRACE REAK IS TINS OFF , baenllrc lnn INe Smea re ne uCfucTOO No. planes RRTI II�DU6. ELL GFILLA g B 'mwAax $ c G. ono °5 nim�lal ma'am vwn`olmac,`n aemvor n> ryrl AD[w La e' g. a sin °,tpm ,Co. aG °renan SEE TEITYPLANT Cmxwwp wNpswT x pSSoxk cDNA G FIRE NATO cUNNMW eAxOwnpEUxTUm E 5 SPoS M tlPl Fi0 Obr Leman CAnvabS OA k. So' DICAL EACEOEwRN sEE TA s[ECWT ARM CRUNNot PI .LUl its eDo pTSIAl ALBANIA DEARESg NGM Mm UN FILE GE CUNM DEaRESSEDCNR -AFTEG E_ in CGA.FNWASRMmp Tr do '' p OWw' cu et . FlN. FL nM GU bCDepass�C3 c �. Poe. p - 70 PobUl mm I, b n IG .. Onemmp kngN ITT ttPE pAPALLELA D sECSTPNpAUpnwMw ttPEPAMLIELB q "wn apply gm Am FACT Alg01t6e m Rng RYA MIM Fb p n Il lR esM b sllb. A CHIN 6. GxNR I Le q rd sn 1 b fin sn Sm Sonata m..cr IuDF ARAB tl B1A' 1 wn P' Pee L IA vl ._III g e n In IANt.l Ne - eIN Rupp ar {s a S TIb 11 MN_An Mema CAR Ra V ILGW GeM beet ART AN ul to BNAn CEUExi cuRS -sEE xUTES ' SECONNOA ^xUxasEM °1 ..... T 11 GOAL 4 1 it SDEn SLE xUTEi wTNACT LEGEND ALONE IN EITHER .—TOG EExD EMPo NUTS, BEAN BN a „. - FAM LAMP - orA" pwpaPi.WINT "I1e F. SECTOR OB IAGNNT PARALLEL CURB RAMP SHEET I OF I SHELF 6/20`13 ISOMETRIC MEW ISOMfTRIC MFW TYPE PARALLEL4 PAY 11Mli }YpE pAMLLELBPAYlA1rt APPROVED FOR CONSTRUCTION BY: DATE: _ Diiector of Public Works APPROVAL EXPIRES: I NALpnn.T,w<MwA.rp 'n,1 r� -1 IRATICALKIIE I No STRA UTTER CAN cuwNTHENT M'J� rvn Fos IW \n sows HE OF TCAVF C.. �E iawusaEw DETAIL Noffs 1 BNN 1 PGAI 11 k ' nines L., 1 n nou b N To 1. HA IF P.TGAINI B. ND inn Dlneal naL 'Do REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK - ^� _ - GJM CRT WA N A rL CROSSWALK LAYOUT 02 —Ib- RS2 p 8115 p ILI z C7 W Y Lai W fi 2 Q1 P_ O I Q M) rvT V) y nl Z r� L-F z� r, a� L.L S ICI A >,vT. o2F -EO (1 c0 n V OF OF cdQ f T F O H CO u OLD I� �O� V "' / rZz 0 (O 48 c 1 v 1 J Q DATE 4...10 -14 IRA WING N0. 8115BASE iFFT 14 OF 22 APPROVED FOR CONSTRUCTION BY: DATE: _ Diiector of Public Works APPROVAL EXPIRES: I NALpnn.T,w<MwA.rp 'n,1 r� -1 IRATICALKIIE I No STRA UTTER CAN cuwNTHENT M'J� rvn Fos IW \n sows HE OF TCAVF C.. �E iawusaEw DETAIL Noffs 1 BNN 1 PGAI 11 k ' nines L., 1 n nou b N To 1. HA IF P.TGAINI B. ND inn Dlneal naL 'Do REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK - ^� _ - GJM CRT WA N A rL CROSSWALK LAYOUT 02 —Ib- RS2 p 8115 p ILI z C7 W Y Lai W fi 2 Q1 P_ O I Q M) rvT V) y nl Z r� L-F z� r, a� L.L S ICI A >,vT. o2F -EO (1 c0 n V OF OF cdQ f T F O H CO u OLD I� �O� V "' / rZz 0 (O 48 c 1 v 1 J Q DATE 4...10 -14 IRA WING N0. 8115BASE iFFT 14 OF 22 REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK - ^� _ - GJM CRT WA N A rL CROSSWALK LAYOUT 02 —Ib- RS2 p 8115 p ILI z C7 W Y Lai W fi 2 Q1 P_ O I Q M) rvT V) y nl Z r� L-F z� r, a� L.L S ICI A >,vT. o2F -EO (1 c0 n V OF OF cdQ f T F O H CO u OLD I� �O� V "' / rZz 0 (O 48 c 1 v 1 J Q DATE 4...10 -14 IRA WING N0. 8115BASE iFFT 14 OF 22 CRT WA N A rL CROSSWALK LAYOUT 02 —Ib- RS2 p 8115 p ILI z C7 W Y Lai W fi 2 Q1 P_ O I Q M) rvT V) y nl Z r� L-F z� r, a� L.L S ICI A >,vT. o2F -EO (1 c0 n V OF OF cdQ f T F O H CO u OLD I� �O� V "' / rZz 0 (O 48 c 1 v 1 J Q DATE 4...10 -14 IRA WING N0. 8115BASE iFFT 14 OF 22 c0 n V OF OF cdQ f T F O H CO u OLD I� �O� V "' / rZz 0 (O 48 c 1 v 1 J Q DATE 4...10 -14 IRA WING N0. 8115BASE iFFT 14 OF 22 RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. 4L }^ -)MPM_341.63 341. §0 1 � ,. �- F •� � �y�9y 'Sa�� 1(tfli�' -, FRONT YARD O D43J SET BAC I _ . - w co R ° n 342.61 1 b LE- 341.00(8) 121LF- B-ADS(N DRAIN O 0.50A 10' SIDE YARD F SET BACK 0 I ri a z� CONSTRUCTION NOTES DATE n 9'1 �M .1 1 -22-14 1 1 _ - w C4 42.81 - _ , -- O 3 -19 -14 PER CITY MARK -UP O1 9' X 20' PARKING STALL (TYPICAL). i o 5 O 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN ,Sh429 /�c I ` dd _ -� (D f ,- c - Z 15 S 1 44.49 "Says 1 ypa _. ,5k O I ­ 4 45.75' -. as 66 1 , i �3A6 i da SR 1 5 , II 9 348 T i 3q8, 4 n< 1a DRAIN O i ROOF R p O f 0 O O O p 0 co 342.70 342. Sy RIM =343.04 3ary342_5 DRAIN O 342 •., n RIM -343.8 -.. 343.19 O Y 81.F- 67ADS(N -12) ROOF 1 ¢ DRAIN O 050% (MIN) W/INLET 343.15 1D L - RIM -343 I.E -339. W/INLET 1_T - - .0 59' PROPOSED 59 1 w APARTMENT - -O - z BUILDING "B" v APPROX. - - 344 - 1 FF 344.00 - -� n - 65LF B ADS(N -12) ROOF 1 7n DRAIN O 05OX (MIN.) 344 _ - _ RIM -34A50 1 n LE =343.00(8') 6 FG= 344.51 c 34476- fG 344 4444:5 - , FG =344 344.4 O -k�_ -_ yay._( -. 346. 348 -c, __ 4' i1 TW= BW -65LF- 6ADS(N -12) ROOF DRAIN O 0.50X (MIN.) TW= 346.00 RIM- 346.00 LE -343.2 a 6' �34 ) RIM - 34. 6.00 FW= 346.50 I.E- 342.86(6) 9. -.13LF 8 ADS(N -12) ROOF DRAIN O DSOX (MIN.) PROPOSED APARTMENT BUILDING "A" APPROX. .co F.F.= 346.50 10' PSE EASEMENT PER AFN 3962737 _ _ -C 65LF 6- ADS(N -12) RL DRAIN O 050X (ANN.) DRAIN d N %- W/INLET ORA7F 1W =346. 11 BW =345.5 O 7 JF 3ae I � 11 . - -_- DRAIN O •e, APPROVED FOR CONSTRUCTION BY: DATE: Direct.. o0 bhcW,,Z APPROVAL EXPIRES: SCALE. 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 E' 7252 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 xr 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0,00 EXISTING TOP OF PAVING SPOT ELEVATION REVISION BLOCK CONSTRUCTION NOTES DATE DESCRIPTION �M 1 1 -22-14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP O1 9' X 20' PARKING STALL (TYPICAL). O 9' x 20' BARRIER FREE PARKING STALL (2) TOTAL SHALL NOT SLOPE MORE THAN I ` IN BARRIER B IDENTIFIED T AD f ,- c - OF THE PARKING SPACE, SIG 60 INCHES MIN. ABOVE TO BOTTOM SIGN. ' VAN STALL WILL ALSO STATE "VAN" PER ANSI A117 -1 CHAPTER 502.6 & IBC SECTION 1101.2.4. b O 10' X 20' PARKING GARAGE STALL (TYPICAL). ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER PLANS. SEE DETAIL ON SHEET RS7. 5O CONTRACTOR TO CONSTRUCT WIDTH AS SHOW CONCRETE SIDEWALK & PARK BENCH LANDING (0 8.3% MAX PER. ADA REQUIREMENTS) ONSITE AS SHOWN AND PER DETAIL ON SHEET RS7. © 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. 7O CONTRACTOR TO CONSTRUCT 201 X 4'D X 6'W INFILTRATION TRENCH W/ 8" ADS(N -12) PERE PIPE 0 0.00% FOR PROPOSED APARTMENT BUILDINGS AS SHOWN AND PER DETAIL ON SHEET RS7. 6O CONTRACTOR TO TRANSITION FROM PARK BENCH LANDING/ PLAY STRUCTURE AREA AT 2.1 MAX. SLOPE TO SURROUNDING FINISH GRADE. OSEE LANDSCAPING PLAN FOR AMENITIES AND LAYOUL ((�� 10 CONTRACTOR TO INSTALL MAIL BOX CLUSTER (CBU) AS SHOWN AND PER DETAIL ON SHEET RS2 11 CONTRACTOR TO CONSTRUCT ROCKERY LANDSCAPE WALL AS NEEDED TO ALLOW FOR PLAYGROUND AS SHOWN AND PER DETAIL ON THIS SHEET. I v NOTE. GALL 1- 800 - 424 -5555 BEFORE YOU DIG. S 1 44.49 "Says 1 ypa _. ,5k O I ­ 4 45.75' -. as 66 1 , i �3A6 i da SR 1 5 , II 9 348 T i 3q8, 4 n< 1a DRAIN O i ROOF R p O f 0 O O O p 0 co 342.70 342. Sy RIM =343.04 3ary342_5 DRAIN O 342 •., n RIM -343.8 -.. 343.19 O Y 81.F- 67ADS(N -12) ROOF 1 ¢ DRAIN O 050% (MIN) W/INLET 343.15 1D L - RIM -343 I.E -339. W/INLET 1_T - - .0 59' PROPOSED 59 1 w APARTMENT - -O - z BUILDING "B" v APPROX. - - 344 - 1 FF 344.00 - -� n - 65LF B ADS(N -12) ROOF 1 7n DRAIN O 05OX (MIN.) 344 _ - _ RIM -34A50 1 n LE =343.00(8') 6 FG= 344.51 c 34476- fG 344 4444:5 - , FG =344 344.4 O -k�_ -_ yay._( -. 346. 348 -c, __ 4' i1 TW= BW -65LF- 6ADS(N -12) ROOF DRAIN O 0.50X (MIN.) TW= 346.00 RIM- 346.00 LE -343.2 a 6' �34 ) RIM - 34. 6.00 FW= 346.50 I.E- 342.86(6) 9. -.13LF 8 ADS(N -12) ROOF DRAIN O DSOX (MIN.) PROPOSED APARTMENT BUILDING "A" APPROX. .co F.F.= 346.50 10' PSE EASEMENT PER AFN 3962737 _ _ -C 65LF 6- ADS(N -12) RL DRAIN O 050X (ANN.) DRAIN d N %- W/INLET ORA7F 1W =346. 11 BW =345.5 O 7 JF 3ae I � 11 . - -_- DRAIN O •e, APPROVED FOR CONSTRUCTION BY: DATE: Direct.. o0 bhcW,,Z APPROVAL EXPIRES: SCALE. 1 " =20' 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NGVD 29 E' 7252 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 xr 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 8115 � s LuQ w o 1 0 n z V a c1 � Q a ,.I m �s w SOU U Z N Owl � J � v v Q � � `v �m v m Q� s Z C � U U ti N a �lS v i `O. Y b J /� Q VJ V (O v \1 DATE 3- 19 -14 DRAWING N( PG1 8175EASF SHEC7]I UFL PIPE TABLE PIPE LENTH DISCRETION 1 7LF 6" PVC SDR -35 ® 2.00% MIN. 2 7LF 6" PVC(SOR -35) 0 2.00% MIN. 3 7LF 6 "" PVC SDR -35 ®Z009" MIN. 4 9LF 6" PVC SDR -35 0 2007 MIN. 5 2LF 6" PVC SDR -35 ® 2.009" MIN. CLEAN OUT TABLE CO INLET RIM IM LE.= 1 TANK BOTTOM 44.50 341.00 2 345.0 46.00 341.00 3 B TANK 2 45.00 340.31 4 340.58 6'" 44.50 340.31 5 335.17 45.00 340.15 • CONTRACTOR TO naD ADJUST RIM EI.�VATTONS. CONSTRUCTION NOTES O1 CONTRACTOR TO INSTALL XERXES 4000 GAL. FIBERGLASS REINFORCED PLASTIC TANK (6 "9) OR APPROVED EQUAL, AS SHOWN AND PER DETAIL ON SHEET SD2. OCONT�2ACTOR TO INSTALL ORENCO DUPLEX PUMP PACKAGE ( ORENCO MODEL P20 ©5 11 OR APPROVED EQUAL) IN 3000 GAL. S. T.E.P. TANK/ PUMP CHAMiyyP,,ER PER DETAILS ON SHEET 502. O3 CONTRACTOR TO INSTALL DUPLEX PUMP CONTROL PANEL ON REMOTE UNI- TRUT POST NEAR BUILDING "A" FITTED WITH A TRANSFER SWITCH MODEL DT 3 3 LINK AS MFG. BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBW AS MFG. BY BRYANT. SEE DETAIL ON SHEET SD2. O CON T ACTOR TO CONNECT PROPOSED 2" STEP SERVICE LINE TO EXISTING SERVICE BOX AS SHOWN AND PER CITY OF YELM STANDARDS. OCONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YELM STAN ARDS, ON ALL SEWER CLEAN OUTS LOCATED MORE THAN 2.5 FEET FROM BUILDING FOOTINGS. © CONTRACTOR TO INSTALL POTABLE WATER HOSE BIB WITHIN 50 FEET OF STEP PUMF TANK PER CITY OF YELM STANDARDS. O7 CONTRACTOR TO INSTALL (CARSON OR RICH) SERVICE BOX, PER CITY OF YELM STANDARDS, A /I/EH HUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E, W.M. PRRY VALLEY'QR, r 1,10.9•2854 W - Z71 11 ii I' III �X a I '{ I i I I G �`= 1 . CONTRACTOR / DEVELOPER NOTE: LITTLTTY C NFLICT NOTE THE CONTRACTOR AtND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL T3EQ UI RED MATERIAL TESTING COMPACTION IJM TESTING AND APPLICABLE CAON TO CABLE INSPECTIONS TR C OR SHALL BY CITY OF EXISTING UTILITIES LOCATION, AND DEPTH OF ALL YELM AND PRIVATE THE HER SHOWN SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE 1ES ND ENGINEER. THE CONTRACTOR SHALL SUPPLY WHETHER SHOWN ON THESE PLANS OR NOT AL POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL CERTIFYING AL SOIL-3 WITH DOCUMENTATION E SIGNED BY A LOCATION PRIOT� TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ®1- 800 - 424 -5555 AND PROFESSIONAL SOIL$ qND /OR MATERIALS ENGINEER SHOWING THAT THEN POTHOLIN ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS 70 PHYSICALLY VERIFY THE ROAD SECTION WAS BUILT ACCORDING TO THE WHETHER OR N T CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE RECOMMENDATIONS (OF THE GEOTECHNICAL REPORT, THE BACKFILL UNVERIFIED PU C INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR MATERIAL MEETS MII'JIMIIM CITY /STATE REQUIREMENTS, SHALL CONSUL LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPACTION WAS A.i,,;,LVEO IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. S.T.E.P. SYSTEM PLAN S.T.E.P. TANK TABLE BUILDING SIZE GAL. INLET RIM 1 OUTLET RIM INLET l.E. OUTLET I.E. 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'" 340.35 6" 336.50 JOINT S.T.E.P. TANK PUMP CHAMBER TABLE BUILDING SIZE GAL. INLET RIM OUTLET RIM INLET I.E. 1 OUTLET I.E. TANK BOTTOM A & B 3000 Z 345.15 � 345.50 U 3J9,91(6") 341.75 2" 335.17 APPROVED FOR CONSTRUCTION Joe NUMBER 8115 BY: DATE: Director of Public Works U APPROVAL EXPIRES: N o � s z � Q - C7 W Ci PROPOSED SANITARY SEWER MANHOLE -SS- v� 0 PROPOSED 2" STEP SERVICE VALVE PlbC F Z Z y � = U vl �C w W LC 2. G n U LEGEND -fuj4- 5 ry SCALE: 1 " =20' z 610' W X - - Q 0 10 20 40 PROPOSED SANITARY SEWER MANHOLE -SS- v� 0 PROPOSED 2" STEP SERVICE VALVE PlbC F U� VERTICAL DATUM w "' - -- 456 - -- ro THURSTON COUNTY EXISTING CONTOUR NGVD 29 s BM: 1252 m CASED CONCRETE MONUMENT WITH BRASS Q Q' Q CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. EXISTING SANITARY SEWER MANHOLE ELEV: 347.21 s S. ❑ � v c� CONTOUR INTERVAL =2' °" TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES ., LEGEND -fuj4- PROPERTY LINE - --Rf P/W LINE - - -- - EASEMENT LINE - - ADDITIONAL 10' UTILITIES EASEMENT ® PROPOSED SANITARY SEWER MANHOLE -SS- PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE PlbC F PROPOSED SIDEWALK _ PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR - EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D - - -D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I -.I EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT .. EXISTING WATER MAIN ® PIPE NAME $l�E 5E0 E3.S DL > >str(- Go sti }v >kl L. � �r9CS G G IkIL f -)�Y,S �5CG2 -oILE 1-1�1-5 .NI.EO / /I YvI W, c c<C oZ `I i i�CPT.? C� tS �X'�; TC, P Pr"S N£J L- rCADC. �W'C T U USG- C CrISKEICD P PlbC F Ft,2 F FIT L6^�Cr-- WI -)-L4 -10(L -LAS- )3La�Ic.'S A A T�a.fsrl1t 1 13 1 1 -��r <L f 1 1:,_ SI - Ili' C LUG_ TN IS S SS 1 1JUL jt 'T ` `,'PG o-� G G- �G�•�D. �jjLL:U SLA6Vnlr-�JaL_ FOSZ JI -C- A0PLrn- m:nAA,ocr.S 7"C- `i:e �iScD REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP G'J M 2 3 -19 -14 PER CITY MARK -UP _ GJM CONt W�v F � "f Q � V� 6) G v (, N �lJ 6i c C U n Z O - 3 Co Ir 1�(0 Cl- ZE W (\ J (T(� cl W f I DATE 4 -10 -14 DRAWING N( 8115BASF IFsTp 'HEET1?OF7 CONt W�v F � "f Q � V� 6) G v (, N �lJ 6i c C U n Z O - 3 Co Ir 1�(0 Cl- ZE W (\ J (T(� cl W f I DATE 4 -10 -14 DRAWING N( 8115BASF IFsTp 'HEET1?OF7 Cl- ZE W (\ J (T(� cl W f I DATE 4 -10 -14 DRAWING N( 8115BASF IFsTp 'HEET1?OF7 RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN17 N., RNG. 1 E, W.M. Z a w CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SERVICE BOX AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET SD2. 2O CONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL AUTOMATIC AIR RELEASE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET SOL SAN RUN nA n FLOW ARROW TYP.--""T STA =0100 TO STA4*2342 PLAN VIEW HORIZONTAL SCALE: 1'=10' 348 346 344 EXISTING GRADE ¢ OF FORCE MAIN 342 _... -.L m ti. w" �F �Z J W Q Z �Q �m ov p m �o I �¢ a JJV PROPERTY LINE DATE RfW R/W LINE — -- - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT w PROPOSED SANITARY SEWER MANHOLE —SS— „.. O PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK p PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR .. 334 Z EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN Q EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE ly EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN h h N N O tp N N O OJ M O1 Q r Q O IN Q PROPOSED GRADE ®. O O N] p O EE OF FORCE MAIN O 47 -1.57% 0.98 ' 0.60% 1.02 1.9 n1 y. N O N 0 0 N 0 0 N �- — -- 2 �m ov p m �o I �¢ a JJV PROPERTY LINE DATE RfW R/W LINE — -- - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT w PROPOSED SANITARY SEWER MANHOLE —SS— „.. O PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR .. 334 -- - - - - -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE ly EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN h h N O tp N N O OJ M O1 Q r O IN r O O N] p O O O O O �j O n1 y. N O N 0 0 N 0 0 N N M 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 SAN RUN 'A PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A'- WATER CROSSING Ali N ^ d 0 O O O p N y N a N t7 M M 1 +10 1 +20 1 +30 APPROVED FOR CONSTRUCTION BY: DATE: Director ofPublw Works APPROVAL EXPIRES: SCALE: 1 "=10" 0 5 10 20 IRROW TYP. VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WI7H BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND �{- PROPERTY LINE DATE RfW R/W LINE — -- - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT w PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE O PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR .. EXISTING CONTOUR -- - - - - -- EXISTING EDGE OF PAVEMENT O EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE ly 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 H „5 O W J Q �J z x, I a a I,I ib J S.� � O O m O NcG 1- m l9 coF c; K r W� > 1 1 ,I r. v w I� `i L. R F- '0'^ /V/�, a: � v V w 1.1 w WI w O LLJC� Z iQ Q CL DATE 4 -10 -14 [DRAMN(; N( Sf 1513ASE Fr LJ Or ; i —t i FLOW STA: 0 +59.49 ,OZX,o7 03SOd0?Jd CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 2" STEP SEWER STUB AS SHOWN AND PER CITY OF YELM DETAIL ON SHEET S02. OCONTRACTOR TO FIELD VERIFY PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL STEP SEWER SERVICE AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS SDI & SD2. O SEE SHEET "STP" FOR S.TE.P. TANK DESIGN. �I ail of II ±T 3R_I � II I 1 ip I 1 +�4 ' I , 1 1 T 1 i 1 1 1 i ( i I 12:1 MAX. SLOPE A / VEH RUN APARTMENTS NE 114, SE 114, SEC.24, TWN77 N, RNG. 1 E, W.M. PROPOSED APARTMENT BUILDING "B" APPROX. F.F.= 344.00 'I PROPOSED 5CON( I'I I I I'I I I I'1 I I II I I I I I 3g3/9 227LF 2' PVC (S 40) STEP SENER SE SIDEWALK LINE I- SERVICE Box LE -34279 \S i I 1 I S� Fq ! I I I 120 I I 1 I I I i, II 9'-1— PROPOSED APARTMENT BUILDING "A" APPROX. F.F. = 346.50 itTW= 346.00 TW= 346.00 345.95 STA. 0+ � INTER PARKING 1 � tt '1 \ i +oo — � 1 � 1 1 11 eo oR II I I I I I I. I I R�_ I I 11:•, I I I I ����c_' � II I I II I I I I N SAN HUN 'A' PLAN VIEW HORIZONTAL SCALE: I"=10' m m !i °� mz °o z 16 g U h O d N ¢ F w EXISTING GRADE ® ++ d N w Q U �OF. FORCE MAIN IZ. w= z ol� o,¢ Z ti c> PROPOSED GRADE ® Q CL OF FORCE MAIN oi 1, 1.527 1.60% - DE ®., ti a z Q ¢ ¢ 3.09% 41N / 1.5' 1.02 -.... S -2 CLEAN OUT _ ENE " "- SpIJO) STEP • PVC( SA:2+ 9 2271F,2 I I INSTALL• �'. 1 }"'WATER J CROSSING LE�LE-342.79 9 . -_ 1.5' (MIN.) NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT 'B" PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 "=2'- - 1 11 1 �R 6, R TW= 346.00 J, I I APPROVED FOR CONSTRUCTION BY:_ DATE: _ Director of Public Works APPROVAL EXPIRES: SCALE: 1` =70' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B" VERTICAL DATUM THURSTON COUNTY NGVD 2.9 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND --R4 PROPERTY LINE —R/W -- R/W LINE M N � ADDITIONAL 10" UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —53— PROPOSED 2" STEP SERVICE ® PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR ' EXISTING CONTOUR —- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D PO [O M N u1 EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN :.` EXISTING POWER POLE I� EXISTING WATER GATE VALVE � M M rl r7 M 7� M M M r7 M M M N M 1 +10 1 +20 1 +30 1140 1 +50 1 +60 1 +70 1 +80 1 +90 2 +00 2 +10 24 -20 2 +30 2 +40 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. ALIGNMENT 'B" PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE: 1 "=2'- - 1 11 1 �R 6, R TW= 346.00 J, I I APPROVED FOR CONSTRUCTION BY:_ DATE: _ Director of Public Works APPROVAL EXPIRES: SCALE: 1` =70' 0 5 10 20 STA. 0 +00.00 ALIGNMENT "B" VERTICAL DATUM THURSTON COUNTY NGVD 2.9 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. EL EV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND --R4 PROPERTY LINE —R/W -- R/W LINE — -- — — EASEMENT LINE — ADDITIONAL 10" UTILITIES EASEMENT • PROPOSED SANITARY SEWER MANHOLE —53— PROPOSED 2" STEP SERVICE ® PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR ' EXISTING CONTOUR —- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D D EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN :.` EXISTING POWER POLE I� 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 IOB NUMBER 8715 Q - z s v � w � � o z _ � a W � 2 � O U m 0 v� 0 y T o� r In U w m' Z S Q J n m C) ? co v v Q M 8 r� V a, `V C O Q O LLB � r w v C/) LLJ c J w O fZ � W CL (z � V J Q Q J II DA OTFI '2 8,15QASE LIEF II -t OF2 L SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPYIIII OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCI'IION (WSDOT/APWA). 2 ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION is TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTI N MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCi10N. 5 Th CRY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. AI CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTORIHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTR CTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND COCA LINE AT 7-800- 424 -5555 A MINIMUM OF 46 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERV6ES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. B. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING M RKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DEFECTOR. IN ADOITION,STEP SYS1E S AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WARPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 121ABOVE THE euRIEW POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE BACKING MARKED PgI WERi TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE $ EWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN Al ORDANCE WITH TI(E ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). M TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER, TEMPORARY STREET TONING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE OLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12, EROSION CONTROJ MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATIO,nII 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 (MUTCO) AS REQUIRED. 14. IT SHALL BE THE IRRESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TOI THE DESIGN SHALL FIRST BE RENEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS HALL 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 M E PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17 PRIOR i0 BACKFIL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NE BFY ME 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 ITY OF YELM. 19. IN THE EVENT TH T THE DEPARTMENT OF LABOR AND INDUSTRIES OR ME CITY SHOULD REQUIRE A SEPARATE "ON- OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL // 5031 -0 RAYNTRE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. 20 INSPECTIONS FOR CREATE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IF, BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21, ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CITY" OF ]'ELDf 814h'1sR DEPARTMENT 4 w •r S l lddendw °r C I Iddendu t I. \II SI PTanka m,ISII,d tar tlir 3000 g.11on''hall NO fib"',Ia's Tuks lt'p,_ L T eith,,C.R I ti rn ,nl SuluO s cn' hlc. orN•E, he. 2. kll hbehghtss S1 LIP Tanks Shall b- installed by qualified installers, following the nd� cfnuho s .nut :hall Ue seLUrcd with Tie U wn Arapv, All 'Dead Men Sizing and m: L: i.Js for Dead hl"%D 'and strapping shall be per the ntfg. rewnuuendatiOns. 3. Puddings ser4cd b} STOP Secs er. uhhZing On site `back-up" generators for power I I Pcs must Itac I c[rical set Vice installed i a manner that the STEP Sv NOUN e III also Wc supplied pow r by tho atnti try (cneratom 4. 1 he Ptnnp Cojdrol P utels der HIS] GP Uatks h u.. inz, 2 ornu r, pumps shall he finod vcilh a t ilrot r switch III 1X1 323 UR6 as IDEA by Culler limner and a male pliig, model 70530 61BR'P as ntfg by Bryant for use with the cities I ortable anxil�ary "'Hciator 5- .VI STP:P Lem I IT s lase than 3000 gallon shall have one -1' hole in the divider baffle ccnCred at 2 "above the Moor ofthc tank. STI(1''I'ank, sized at 3000 gallon shall have one II in the divider bRIHe centered at 26' above the floor of the tank. 6. Ali'I'rUTV, 13�aring' Service I3oscR Shull be a modal hABC 1324 -12 nGS. by Mid States PP Htics HC Series. 7. All posts used TO ELgtpoti PLUVp Control Panels must be Hot Dipped GalvaraCELd tln isms. k. All ',\IT Rcl"e. Vacuum uum Red as e and Combm di to Air Rvl as Nacuum Release ,.I", hallh antt del D -(@1 Camhination Ail \dve "VINT SAAR °sized a. cording to I w ado. rcunnmind.USou per pipe .... 9. %lluununt SLLI fairl, - Ni,C'hall he t000 Gallons 10. 111 STEP ranks more than I pump must Utilize 2" piping for The Service t,me I I. The ntax7nmnl depth of bwy for all STEP FDA& &I all he GG" eN measured front TV:: shod grad to the invert elevation of the inlet pip, to the lank. INSPECTION GUIDE FOR S.T.E. . SEWER INSTALATIONSEWER INSTALATION BE SUBMITTED TO THE THE CITY OS YELM SEWER DEPARTMENT WILL PERFORM THE FOLLOWING REQUIRED INSP CTIONS: I) TANK PLACEMENT (SEE TECH. SPEC. FOR REQ.) 2) LEAK 'VEST TANK (2 HOURS, NO LOSS) 3) PRESSURE TEST SERVICE LINE. (70 P. 5.1. WATER FOR 1 MINUTE) 4) ALL PIPE BEFORE BACKFILL (SEE BEDDING AND TONING WRRE BEG,) 5) A FIN L INSPECTION IS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLFTEO. A RECORD DRAWING IS REQUIRED HEFO E SYSTEM CAN BE EXCEPTED. WE TRY TO CO SINE THESE 5 INSPECTIONS INTO 3 TRIPS TO THE SITE IF POSSIBLE 24 OURS NOTICE IS REQUIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY Ef?FORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION CALL: 458 -8471 IF NO ANSWER LEAVE A DETAILED MESSAGE. I XERXES NOTES GUIDE SPECIFICATIONS - UNDERGROUND CASTLE WASTEWATER TANKS SHORT FORM THE CONTRACTOR SHALL PROVIDE A SINGLE -WALL 'OR DOUBLE -WALL, FIBERGLASS REINFORCED PLASTIC (FRIG) WATER STORAGE TANK AS SHOWN C)N THE DRAWINGS, THE ONSITE WASTEWATER TANK SHALL BE MANUFACTURED ACCORDING TO APPLICABLE AMERICAN NATIONAL STANDARDS INSITITUTE (ANSI) AND AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. THE TANK SIZE, FITTINGS AND ACCESSORIES SHALL BE AS SHIOWN 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 I: GENERAL 7.01 QUALITY ASSURANCE A. ACCEPTABLE MANUFACTURER: XERXES CORPORIgpON B. GOVERNING STANDARDS, AS APPLICABLE: 1. ANSI /AWWA 0720 -09: THERMOSETTING FIBERGLASS- REINFORCED PLASTIC TANKS. 2.TANK MANUFACTURER SHALL BE RECOGNIZED BY UNDERWRITERS LABORATORIES (UL) AS A MANUFACTURER OF TANKS LISTED TO THE 4)L -1316 STANDARD. 3.AMERICAN CONCRETE INSTITUTE (ACI) STANDARD ACI 318 -11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. C. SUBMITTALS 1. THE MANUFACTURER SHALL SUPPLY SCALED DFRAWINGS, PRODUCT BROCHURES AND MANUFACTURERS INSTALLATION MANUAL AND OPERATING GUIDELINES, PART II: PRODUCTS 2.01 SINGLE -WALL AND DOUBLE -WALL FIBERGLASS L SS REINFORCED PLASTIC (FRIG) UNDERGROUND ONSITE WASTEWATER TANKS A. LOADING CONDITIONS - TANK SHALL MEET THE FOLLOWING DESIGN CRITERIA: 7. INTERNAL LOAD -- TANK SHALL BE DESIGNEE) TO WITHSTAND A 5 -PSIG AIR- PRESSURE TEST WITH A 5:1 SAFETY FACTOR. 2.SURFACE LOADS -- TANK SHALL BE DESIGNED TO WITHSTAND SURFACE H -20 AND HS -20 AXLE LOADS WHEN PROPERLY INSTALLIED 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 AGAIINST GENERAL BUCKLING. B. PRODUCT STORAGE 1. TANK SHALL BE VENTED TO ATMOSPHERIC PRESSURE. 2.TANK SHALL BE CAPABLE OF HANDLING LIOUIDJS WITH SPECIFIC GRAVITY UP TO 1.1. 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. D. DESIGN 1. THE TANK SHALL BE DESIGNED AS A SINGLE -(WALL OR DOUBLE -WALL VESSEL AS SPECIFIED AND SHOWN IN THE DRAWINGS. CLANK SHALL BE MANUFACTURED WITH STRUCTURAL RIBS WHICH ARE FABRICATED AS IN INTEGRAL PART OF THE TANK WALL. E. CAPACITY AND DIMENSIONS 1. TANK SHALL HAVE NOMINAL CAPACITY OF 2.TANK SHALL HAVE NOMINAL OUTSIDE DIAMETEFR OF ----- . E INTERSTITIAL SPACE (DOUBLE -WALL TANKS ONLY 1. THE INTERSTITIAL SPACE BETWEEN THE PRIMARY AND SECONDARY WALLS SHALL BE CONSTRUCTED WITH A GLASS REINFORCEMENT .MATERIAL SUCH AS PARABEAMIT, WHICH PROVIDES A STRUCTURAL BOND BETWEEN THE TWO TANK WALLS, WILE CREATING A DEFINED INTERSTICE THAT ALLOWS FOR FREE FLOW OF LIQUID. CA TANK TOP FITTING SHALL BE PROVIDED TO .ALLOW FOR A MONITORING SENSOR TO BE INSTALLED AT THE BOTTOM OF THE INTERSTICE_, J.THE DOUBLE -WALL TANK DESIGN SHALL USE I"ARABEAMAT 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 HKIRDWARE. 2.SIZE AND LOCATION(S) AS SHOWN ON TANK DIRAWNG, B. PIPING AND FITTINGS 1. TANK SHALL- BE EQUIPPED WITH FACTORY - INSTALLED THREADED FITTINGS, Oft PIPE STUBS. 2.PVC 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/ 616.5 -2009, 4.STEEL NPT FITTINGS SHALL WITHSTAND A MINIW,IUM OF 150 FOOT- POUNDS OF TORQUE AND 1,000 FOOT - POUNDS OF BENDING, BOTH WITH A 2:1 SAFETY FACTOR. 5.LOCATION OF FITTINGS AND PIPING SHALL BE AqS SHOWN ON TANK DRAWINGS. C. ATTACHED ACCESS RISERS 1. ATTACHED ACCESS RISERS SHALL BE PVC OR (FRP AS SUPPLIED BY TANK MANUFACTURER. 2.ATTACHED ACCESS RISERS SHALL BE A 24 -INCH OR 30- INCH - DIAMETER 3.ACCESS RISERS SHALL BE ATTACHED TO ACCESS OPENINGS DURING INSTALLATION UTILIZING ADHESIVE OR FRO BONDING KITS AS SUPPLIED BY THE TANK MANUFACTURER. D. MANWAY OPENINGS (OPTIONAL) 1. MANWAY OPENINGS SHALL BE FLANGED, 22" 10. AND COMPLETE WITH GASKETS, BOLTS AND STEEL COVER AS SHOWN ON TANK DRAWIINGS, 2. MANWAY OPENINGS SHALL BE DESIGNED TO MUDISTAND 5 PRIG TEST PRESSURE WITH A 5:1 SAFETY FACTOR. E. LADDERS (OPTIONAL) 1. LADDERS SHALL BE THE STANDARD FRP LADDER AS SUPPLIED BY TANK MANUFACTURER. F. ANCHORING (OPTIONAL) 1. ANCHOR STRAPS SHALL BE FIRE ANCHOR STRAIPS AS SUPPLIED BY TANK MANUFACTURER. 2.NUMBER AND LOCATION OF STRAPS SHALL BE AS SHOWN ON DRAWINGS, 3.PREFASRICATED CONCRETE DEADMEN, WHICH ATRE 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 UNDERGROUIND STORAGE TANKS IN EFFECT AT TIME OF INSTALLATION. 3.02 INSTALLATION A. INSTALLATION -- TANK SHALL BE INSTALLED ACC °ORDING 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. RI RUN APAF7TiNENTS HE va se VO, SEC Za rwNn IN roac i E. WM. RESTORATION SURFACE SURFACE TnICHNE55 SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE 8 FINISH GRADE CHVSFF.: C CRUSHED SURFACE SELECT BACKFILL FINISH GRACE SHALL BE SURFACE TOP COURSE z SMOOTH k LON515iANT W N j w \ / \ / BACKFILL SEE A.C. PAIEMENi 3' MIN. GRADE B 0.C, / / a Iz R RESTORATION TABLE MAINTAIN SIDE SLOPE SLOPE STEEP pANNG DKp 4' CRVSNfO SELECT BACNNLL CONE' ALL CQVFgtM TO ALL E %(STN OVER IAAY£L VASE SUN FACE TOP COURSE AS POSSIBLE GRADES AND CURBS Cr SEWER LINE U SCOPES SHALL u.NH a_= PIPE BEDDING FOR _ MA1G1 EXISTING FLEXIBLE PIPE PATCH FASTING FINISH (DRIVEWAY /S:DEWAIXJ PIPE GO, iC 1C%NRE AND GRADE, HTDflO5EE0/ PLANTNGS FINISH GRADE SMALL RE LANK /LANDSCAPE EP E RATIVE BACKFILL J V.D. TOP SOIL COMPACT TO GSF W NPn VE BACNFILL MOUND BACKFM1L UNIMPROVED SUFACE N/A 2' ABOVE EXISTING COMPACT TO RSS GRADE k SMOOTH DATE JY JEG TP 4/2007 CSBC = CRUSHED SURFACE BASE COURSE CSTD CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP OwG- N0. \' 7 -3 PUBLIC WORKS DIRECTOR DATE 5. WN. GKO. DATE JY JEG TF 4/2007 FROM . HOUSE RESTORATION TABLE 1 SURFACE TnICHNE55 DACKFlLL/ COMMENTS/ TYPE COMPACTION REOMNIS. OTHER REWWEMENTS CHVSFF.: C CRUSHED SURFACE SELECT BACKFILL FINISH GRACE SHALL BE SURFACE TOP COURSE COMPACT TO BSR SMOOTH k LON515iANT WITH EASING A.C. PAIEMENi 3' MIN. GRADE B 0.C, ROADWAY i0 pANNG DKp 4' CRVSNfO SELECT BACNNLL CONE' ALL CQVFgtM TO ALL E %(STN OVER IAAY£L VASE SUN FACE TOP COURSE COMPACT TO 95% GRADES AND CURBS Cr W U SCOPES SHALL u.NH O CONCRETE SURFACE MA1G1 EXISTING SELECT BACKFILL PATCH FASTING FINISH (DRIVEWAY /S:DEWAIXJ CONCRETE 1NICKNE55 COMPACT TO 95R 1C%NRE AND GRADE, HTDflO5EE0/ PLANTNGS FINISH GRADE SMALL RE LANK /LANDSCAPE OVER <' MIN, TYPE A RATIVE BACKFILL J TOP SOIL COMPACT TO GSF SMOOTH Y C@ISSIANi yAryl EXISTING GRADE NPn VE BACNFILL MOUND BACKFM1L UNIMPROVED SUFACE N/A 2' ABOVE EXISTING COMPACT TO RSS GRADE k SMOOTH 2• WATER TIGHT CAP TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2' -0° TAIL �REQN RE SERVICE BOXES (CARSON OR RICH) ABOVE C120UND 1 -- EXISTING GROUND - STANDPIPE PVC C.O. - DOUBLE SWEEPING TEE FERNCD COUP( -1NG OR APPROVED EQUAL 14 GA. SUPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4' PVC SEWER LINE (TYP) (3034) 2$ SLOPE TO TANK-i FERNCD COUPLING OR APPROVED EQUAL TOP OF STEP TANK BAFFLE TYPICAL CONNECTION APPRD DWG. N0. PUBLIC WORKS DIRECTOR GATE DES OWN, CND. DATE JY JET, TO 4/2001 $� 2' -0' g" RICH N0. 910 VALVE BOX. OR EQUAL PATH COVER MARKING TO READ 'SEWER° (TYP.) PVC PIPE WITH IV4 ®J' O.0 EACH WAY TOP THREADED PLUG 6' PVC PIPE ASTM D - DRIP 1/2° HOLE OR SLOT 3034 (WHITE) FOR MARE GATE VALVE SHALL BE SAME 2 "0-90' HE NO 512E AS MAIN (MJxMJ) CONCRETE TUNING WIRE BLOCK CONNECT TO MAINLINE - USE EXPANSION FlTTNGG ' AS REQUIRED SON 40 PVC PIPE FROM VALVE NUT Ex1ENTIONS REQUIRED lU VALVE W /SOLVENT WELD BRING MUT TO W1THIN 24' OF THE JOINTS. PIPE TO BE SURFACE SAME SIZE SEWER MAIN CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL END OF LINE CLEANOUT APPRD DWG. NO PUBLIC WORKS DIRECTOR DATE DES. OWN, ON APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: FINISHED GRADE l f 30°¢ RISEN -- -� ALARM HIGH LEVEL LAG ON/OFF (45" DRAWDOWN ON TO OFF) -6, I o a, LEAD ON /OFF- W (as" DRAwpowN ON TO OFF) c" LOW LEVEL ALARM ¢ o REDUNDANT OFF 000 alr z�r 25" m 6" MIN. BEDDING CITY F 0 YELM - DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ APP_ VE DWG. NO D V' . PUBLIC WORKS DIRECTOR DATE 7-14 II 2 3 -19 -14 PER CITY MARK -UP GJM O Cr W U O O � 5 0 � J DATE JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: DATE: _ Director of Public Works APPROVAL EXPIRES: FINISHED GRADE l f 30°¢ RISEN -- -� ALARM HIGH LEVEL LAG ON/OFF (45" DRAWDOWN ON TO OFF) -6, I o a, LEAD ON /OFF- W (as" DRAwpowN ON TO OFF) c" LOW LEVEL ALARM ¢ o REDUNDANT OFF 000 alr z�r 25" m 6" MIN. BEDDING CITY F 0 YELM - DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ APP_ VE DWG. NO D V' . PUBLIC WORKS DIRECTOR DATE 7-14 DES. wN. CKD. OAT JY JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1-22 -14 PER CITY MARK -UP Gild I!JOB �ttSHEH O 6a II 2 3 -19 -14 PER CITY MARK -UP GJM O DES. wN. CKD. OAT JY JEG TP 4/2007 REVISION BLOCK N0. DATE DESCRIPTION BY 1 1-22 -14 PER CITY MARK -UP Gild I!JOB �ttSHEH O 6a II z O Cr W U O O � 5 0 � J z Q l U N U �) W � m J � � 1 S YS a � ONnJ U Q > y 2 Z N � �t�p CD ca CO � W � r _ V n Q N N O Q c O U Q O � F w v) v ) Z O rv� CnU \ V u� J f,� W oa rE 4- 10 - -14 SD1 8115BASE HFETLC (T Z NATIVE OR SELECT I SCO GAL SACKFUL AS DIRECTED BY 4500 (:AI ENGINEER. z 2, THE OWNER PAIL RENEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS MIN. 55 "_ D 3 2 oz 62" IS _ 4m 3 FLOATS AND 01 PUMP. THE SECOND VAULT . i z4T0 GAL xr,Ii DWG. NO - .. APPROVED BEDDING MATERIAL FOR F16R ADAPTER FOR RIGID PIPE SHALL BE SAND NOTE: INSTALL. TANKS AS PER DETAIL OR MANUFACTURER' S RECOMMENDATION NWMELVIN IS MORE STRINGENT. CONCRETE TANKS OWN. CITY OF YEW DATE - DEPT. OF PUBLIC WORKS JY CONCRETE TANK TP BEDDING APPROVED DWG. NO. 7 -17 PUBLIC WgMS DIRECTOR DATE DES. OWN_ CKD. ATE 4'eI IXtRCE JY JEG TP 42007 ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007 p FIN; SLED GRACE WATER TIGHT LID -- Y � - -- 21`¢ MIN EYE RISER 11 PUMP VAULT RISER VATH WATER RGHT I UD -- - -- 14 GAUGE TONING 14 GAUGE TONING 11 1 WIRE TO SFRNCE NBC TO SS co w -1 r 3 BOX r I 1 11 j I SCO GAL y -1 4500 (:AI AS A TRIPLEX PUMP VAUL F. -2 PART USE ORCNO 2, THE OWNER PAIL RENEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS 5s° 55 "_ D 3 2 v0° 400 GA 1100 cu 62" 62' TANK TO 600 GAL FLOATS AND 01 PUMP. THE SECOND VAULT -v 2 z4T0 GAL DWG. NO - .. APPROVED 4. 4500 GALLON TANKS OR LARGER SHALL LAVE F16R ADAPTER FOR 12 THREE RISERS AND 1105. 7 -- 11 PUBLIC NO2K5 DIRECTOR DALE CONCRETE TANKS OWN. CID . DATE - JY JEG TP 4/2001 4'eI IXtRCE -PUMP ASSEMBLY, SEE DWG. N0. 7 -9 US t `j (NOTE (NOTE 1) P G_ 6" MIN UN ALL TANKS LARGER THAN 11100 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY ME YELM SEWER DEPT, NOTE :- I SCO GAL 3000 GAL 4500 (:AI AS A TRIPLEX PUMP VAUL F. (,'TTY OF Y[LM 2, THE OWNER PAIL RENEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS 5s° 55 "_ D 3 2 v0° 400 GA 1100 cu 62" 62' V 1 600 GAL FLOATS AND 01 PUMP. THE SECOND VAULT -v 2 z4T0 GAL UN ALL TANKS LARGER THAN 11100 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY ME YELM SEWER DEPT, NOTE :- FEEDER WIRE RUN 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILI7FD _ %ERNE S SINGLE WALL LAP TANK AS A TRIPLEX PUMP VAUL F. (,'TTY OF Y[LM 2, THE OWNER PAIL RENEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS DIMENSIONS SHOWN. BO° FRP OPENING 250 FEET y �l 150D, 3000, ti CAI .I.ON'' 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULI 350 FEET AND Two COMPLETE RISERS. ONE VAULT CONTAINS STF P TANK/PUMP TANK FLOATS AND 01 PUMP. THE SECOND VAULT 30' ft[BAE➢ PVC RISER Y/ ERP L111 ,. CONTAINS TWO PUMPS. PVL SPLICE BOX W CORD LRIPS DWG. NO - .. APPROVED 4. 4500 GALLON TANKS OR LARGER SHALL LAVE FLF.Xi HLE f.DNNE[i0R 12 THREE RISERS AND 1105. 7 -- 11 PUBLIC NO2K5 DIRECTOR DALE DEC . OWN. CID . DATE - JY JEG TP 4/2001 T_ ABLE FOR FEEDER WIRE RUN WIRE SIZE _ %ERNE S SINGLE WALL LAP TANK MAXIMUM OISTANC,E Ate AND COPPER J 150 FEET MIO AWG COPPER BO° FRP OPENING 250 FEET WB AN C COPPER 6 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) FROM POWER SOURCE NOTE PANEL 512E MAY VARY DEPENDING ON MANUFACURER NAT'. VE OR SACKFL A' DIRECTED B' ENGINEER. DECAL SEE SPECIFIIOATIONS BOLD 181 LETTERING `-- PADLOCK NTH COMMON KEY FORNIS,HED BY THE CITY OF YEL'.M ALARM LIGHT AND ALONG, BUTTON 1 "C, D -d12 TO STEP TANK, - SIMPLEX 12`C, 13 -R12r TO STEP TANK; - DUPLEX 17"C, 17-q12, lO SIEP TANK( - TRIPLEX TYIPICAL PUMP CONTROL PANEL APPROVE DWG. NO. 7 -6 PUBLIC WORKS', DIRECTOR DATE DE WN. C D. DA JY DEC TP 4/2007 (SECTION 9-03,16 WSDOT 1994 STANDARD SPECIFCIATIONS) QED) SACK_ pCtz mgNu �tc� ,�rmEn ­TS . ('ITV (IF YFI M NU. OESCR IPTM hhmnAl 111 lnri1. _ %ERNE S SINGLE WALL LAP TANK 2 %ER %FS PRECAST ➢EA➢MAN SYIIEM N/ HOL➢ BOYN STRAP AN➢ TURNBULKLC ASSEMHLY J 24' FRP OPENING 4 BO° FRP OPENING 5 V SOH. 40 PVC INLET PIPING V/ SANITARY TLC _ 6 6' SCN, 40 PVC OUTLET STRAIGHT PIPE _ 7 24' RIBBED PVC RISER d; TAP LID 8 30' ft[BAE➢ PVC RISER Y/ ERP L111 ,. 9 PVL SPLICE BOX W CORD LRIPS 10 BIDTUHE FILTER (SLIDE RAID Y/ HIGH LEVEL. LONIRDL FLOAT ASSEMBLY 11 FLF.Xi HLE f.DNNE[i0R 12 BASF MOUNT BRACKET �WASTEWA l E K This EoYing Is For Illustrative purposes unlY. Consult with on Ni Fur 5PNIFlr. nPPIICaGOns. 1ALL COMMERCIAL SEPTIC TANK GRAVITY SYSTEM WITH EFFUENT FILTER 4 -I1 Nt S20- PO1 -01 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. FIBERGLASS TANK BEDDING APPROVED_ DWG. NO 7 -16 BLIC PU WORMS DIRECTOR DATE 0 -S WN. CK DATE JY JEG TP 4/2007 R / DER RUN APARTMENTS NE 114. SE 110 SEC20 INMIJ N. RNG 1 E. WM. SPLICE TO EXISTING 14 GAUGE TONING 10 STEP TANK CONNECT TO EXISTING PVC SERVICE LINE 1" KBI BALL VALVE, SL x 1" CHECK 2- 2' EN5_E LLATION NOT[$y ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2 BALI. AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. l SERVICE BOX - CARSON INDUSTRIES MODEL NO 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER' (USE IN NON- TRAFFIC AREAS) 14 GA. OF HEAVY INSULATED /COPPER TONING WIRE ALL TONING WERE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M 1' SCHEDULE) 40 PVC SwP PVC GIVEN (21ECK VALVE SL x SL 1" FRED BALL VALVE. SL x SL 1" PVC NIPPLE, SL x a 1° x MAIN SIX PVC REDUCING TEE SL , SL x TH 2' OR PIPE SADDLE 2' TYPICAL 1 " -2` SERVICE CONNECTION APPROVED DWG. NO PUBI IC W0= DIRECTOR DATE 7-1 DES. DWI. CID DATE -JY JEG TP 4/2007 EVERGREEN PRE-CAST, INC. P.O. Bor.5h' Sump a WA 9d398 Cietra ;253)_Q63b510 FAX U53)e632401 3000 GALLON STEP TANK i Mi i S 1 t ViIiii III Hewi 29' S.T.E.P. /PUMP TANK DETAIL ID I 1 2 3 4 S W91 15 I/B (TYR) 1B' Optional prefabrlicated engineered concrete deadnen shown W •i000p1y r<E Y DIA SING1E-WRL W. 4,000 CA LONG ` 1-121. Aslo -a66. C TOP OF TANI ELEV-342.5 TANK #1 LEin= 340.58 TANK #2 LEin= 340.58 XERXES FIBERGLASS TANKS OR APPROVED EQUAL ZDQ O c, GY XERXES 400GAL. TANK OR AP ROVE EQUI! (SEE ITANK DETAIL ON T IS SHEET) INSIDE BOTTOM EL TANK J/1 RIM =345.0 TANK 92 RIM =344.5 #1 LEau4= 340.35 #2 LE.out= 340.35 CONCRETE DEADMEN (SEE DETAIL THIS SHEET) FORM CONDUITS TO POST OR CHANNEL SEE TYPICAL PUMP CONTROL PANEL DETAIL DRAWING p6. F �PUMP PVC CONDUIT TANK X3 TOP OF TANK SEE If. =342 50 7 ft, }� J �IE n- 339.91 2Q a Nun ATTACH CONDUIT i0 POST NTH STAINLESS STEEL TWO HOLE STRAPS CONCRETE - EXISTING GROUND TO NEW TO STEP TANK ELECTRICAL PANEL -A DIA. 0 I ITTOM ELEV.= 335.5 2.58'1 REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLALW APPROVE DWG. N0. `"� - 7 -4 PUBLIC WORKS DIRECTOR DALE DES. OWN. GKO. BATE JY JEG TP 4/2007 Deadmen for 4' -, 6'- & 8'- Diameter Tank Installations 1 1' I/ K.. ,n L:orle in, 1 III 1 } Product Specifications DeaLlmen 111 4'-, 6 and 8' - Diameter Tanks ITr rn0lh hhmnAl 111 lnri1. II-1 HIIII r11':ID4) 12 12 L 12 00 1 "" 16' 12" X 12" 2.400 Id' 12" x 12' 270G T 1 t1, Rio - , law -to)aW style It I,, I is 9" (q "dosaa, xxpanding tc 26 "i ral No q... Tun.. of nt,r, "It'u nD'. "I'll 1 i"Di n _gwre le Ln.a /varyaU t ks 2E,:0J FZa rlarger. anao' bared of the er rei 1I Id th ,orpFt WTXXeNt,In.IitLifp ` onn o-Hu, oird Op.at -9C lline.nr,OilX -llPVer Y`FAUT.efo -LOe rna0on XERXES4901 Xewes Av,trnn S uth, Minnearolle, MN SGRI OSA a Zia company GGZ 997 150t N'M/W X. xes F_,PI ni iRg R lasting difference" 6 2) 12 Xerxes Cclnoration xa =1 G'I 21h APPROVED FOR CONSTRUCTION BY: _ DATE: _. Director of Public WodcN APPROVAL EXPIRES: TANK #3 RIM-345.50 - - - - - - - / BRONCO DUPLEX PUMP PACKAGE out = 341.75(2 ") 11) OR APPROVED EQUAL. SEE CITY OF YELM DETAIL 7 -74 ON THIS SHEET. HIGH WATER ALARM EL _SEE TABLE _LAG PUMP °ON" EL= SEE - TABLE' •, LAG PUMP "OFF" EL =SEE TABLE LEAD P MP"QA FI �SEL_TARI L- LEAD PUMP "OFF" EL. =SEE TABLL 7'33 LOW LEVEL ALARM EL =SEE TABLE I EVERGREEN PRECAST 3000 GAL. TANK (SEE TANK DETAIL ON THIS SHEET) TANK BOTTOM ELEV = 335.17 FIBERGLASS JD WITH .IAINIESS 51EEI BO TS AND NEOPRENE GASKET `i MIN (TTPJ F-2. 1'11/4" ALL LIDS MIN FlwEB GRADE .... - 1 TP. SLOP[ TO NAT N.71GE 14 GAUGE COPPER PVC RISER, GftnCE TONING ART. 2' -0 ORENCD SYSTEMS, TAIL INTO RISER III INC., ON EQUAL �ORENCO TANK TO RISER ADAPTOR (FOR USE WIN NON- TRAFFIC BEARING TANKS) NOTE: R'SER AND LlU SHALL BE 30' ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND 'JD SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. (TYPE TYPICAL RISER APPROVED DWG. NO I T1_ 'Ci -�- PUBLIC WORKS DIRECTOR DATE 7-18 DES 0 CK DATE 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. V S (LIQUID LEVEL) Q U Q I_. 338.30 338.68 339.06 339.56 339.94 340.44 WA 800 1 `q i s P ST w4' `nWSION ,1IlEi REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -74 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM V S C X� Q U Q I_. Off` In Co �r/n� c� N1 JOB NUMBER 8115 CiO � II ° z o � Q � � LI IJ Z � Y 1/] Q Z w Z in C' CC') I+) U Qrn W 02 4l � � ZC C U Q } V S O�SO ti N � V V u, ■ V a� � I[l N y U V 6l a v \� V S C X� Q U Q I_. Off` In Co �r/n� c� N1 Z O_ L�J U) `J >-- Lij Q� (n J W DAT( 4 -10 -14 SD2[HEET RAWING NO. 115HASE 36 OF22 PIPE TABLE PIPE LENTH IISCFo TION I 28LF 4" DI CL50 PROPOSED 2" STEP SERVICE 6LF 4" DI CL50 3 52LF 4" DI CL50 4 41LF 4" DI CL50 D D 65LF 4" DI CL50 6 5LF 4" 01 CL50 7 51LF 4" DI CL50 8 38LF 4" DI CL50 9 67LF 4" Dl( CL50 6LF 4" DI CL50 1 2LF 4" DI CL50 5LF 4" DI CL50 _ 722LF 4" DI CL50 5LF 4" 01 CL50 6LF 4" DI CL50 128LF 4" DI CL50 6LF 4" D! CL50 CONSTRUCTION NOTES O CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS NDI. OCONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION, CONTACT ENGINEER OF ANY DISCREPANCIES. OCONTRACTOR TO INSTALL TYPICAL 48LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WD1 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHFFT WD7. OCONTRACTOR TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER DETAIL ON SHEET WD7. O CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTION ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WD1. © CONTRACTOR TO INSTALL TYPICAL 102LF- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WD1. RI VER RUN A FA R TMEN TS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. WATER PLAN pl YARD •' w SET B CW K 'P BERRY VALLEY DR. Mas 28'58 w - BUILDING FIRE LINE NOTES: 1 -f CONTRACTOR TO INSTALL(i) 8 "X8 "X4" TEE Wl THRUST BLOCK. A CONTRACTOR TO INSTALL(1) 4" 90' BEND W/ THRUST BLOCK. CONTRACTOR TO INSTALL POST INDICATOR VALVE (P VI ) PER CITY OF YELM STANDARDS. CONTRACTOR TO INSTALL FIRE DEPARTMENT CONNECT (FDC) PER CITY OF YELM STANDARDS. .I LM LM CONFLICT NOTE CAunON THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING U71LI77ES 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 CONTRACTOIR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING AILL 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 WAfS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTIRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. J I 4" L _ 54932 38'E 194.00' 10 SIDE rasp asoeosco_wx2acaeacE_ cal--------- - - - -�._ ____pp,_____ ) 59' PROPERTY LINE R"W- -- R/W LINE a EASEMENT LINE — e . z 1 ol 1 —SS— PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE m' cu TT i 456 - PROPOSED CONTOUR EXISTING CONTOUR - EXISTING TOOK OF PAVEMENT O FVSTING STORM MANHOLE D D o ' EXISTING SANITARY SEWER MANHOLE .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE p7 EXISTING WATER GATE VALVE ;:. EXISTING FIRE HYDRANT n EXISTING WATER MAIN - a I LL BERRY VALLEY DR. Mas 28'58 w - BUILDING FIRE LINE NOTES: 1 -f CONTRACTOR TO INSTALL(i) 8 "X8 "X4" TEE Wl THRUST BLOCK. A CONTRACTOR TO INSTALL(1) 4" 90' BEND W/ THRUST BLOCK. CONTRACTOR TO INSTALL POST INDICATOR VALVE (P VI ) PER CITY OF YELM STANDARDS. CONTRACTOR TO INSTALL FIRE DEPARTMENT CONNECT (FDC) PER CITY OF YELM STANDARDS. .I LM LM CONFLICT NOTE CAunON THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING U71LI77ES 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 CONTRACTOIR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING AILL 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 WAfS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTIRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. J I 4" L _ 54932 38'E 194.00' 10 SIDE rasp asoeosco_wx2acaeacE_ cal--------- - - - -�._ ____pp,_____ ) 59' �6 4 J / I 6 O , -------- 1 SPRINKLER ROWJ _.�.. - PROPOSED APARTMENT BUILDIN" "B" 59•� - APPROX. F.F.= 344.00 <5A I s ---- - - -- - -- — 71 64' ILF /r SPRINKLER ROOA4' � oz _ IS PROPOSED -" -- - - - -------- -� 59' APARTMENT BUILDING "A" 59 0 - - - APPROX. - F.F. =346 50 i i 10" i i i i 64' - I 10' PSE EASEMENT PERALN 3982737 i N APPROVED FOR CONSTRUCTION BY:_ __ -_ DATE: _ D=t., ofPIibl,c Woks APPROVAL SCALE: 1 " -20' I 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NCVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CA, © INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND --P�- PROPERTY LINE R"W- -- R/W LINE - - - EASEMENT LINE — ADDITIONAL 10' UTILITPS EASEMENT PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK TT PROPOSED SHOULDER 456 - PROPOSED CONTOUR EXISTING CONTOUR - EXISTING TOOK OF PAVEMENT O FVSTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE p7 EXISTING WATER GATE VALVE ;:. EXISTING FIRE HYDRANT . EXISTING WATER MAIN - a �6 4 J / I 6 O , -------- 1 SPRINKLER ROWJ _.�.. - PROPOSED APARTMENT BUILDIN" "B" 59•� - APPROX. F.F.= 344.00 <5A I s ---- - - -- - -- — 71 64' ILF /r SPRINKLER ROOA4' � oz _ IS PROPOSED -" -- - - - -------- -� 59' APARTMENT BUILDING "A" 59 0 - - - APPROX. - F.F. =346 50 i i 10" i i i i 64' - I 10' PSE EASEMENT PERALN 3982737 i N APPROVED FOR CONSTRUCTION BY:_ __ -_ DATE: _ D=t., ofPIibl,c Woks APPROVAL SCALE: 1 " -20' I 0 10 20 40 VERTICAL DATUM THURSTON COUNTY NCVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CA, © INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV: 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND --P�- PROPERTY LINE R"W- -- R/W LINE - - - EASEMENT LINE — ADDITIONAL 10' UTILITPS EASEMENT PROPOSED SANITARY SEWER MANHOLE —SS— PROPOSED 2" STEP SERVICE 0 PROPOSED 2" STEP SERVICE VALVE PROPOSED SIDEWALK TT PROPOSED SHOULDER 456 - PROPOSED CONTOUR EXISTING CONTOUR - EXISTING TOOK OF PAVEMENT O FVSTING STORM MANHOLE D D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE .. EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE p7 EXISTING WATER GATE VALVE ;:. EXISTING FIRE HYDRANT EXISTING WATER MAIN ® PIPE NAME RENSION,BLOCK NO. DATE DESCRIPTION Q 1 1 -22 -74 PER CITY MARK -UP 2 3 -19 -14 PER CITY MARK -UP V/ Q s A C O U o NUMBER 8115 0 N Q I_ IF s s 1 Q - C9 W U� O CI U ci iq v GI O W LT m �o In z it U� Qrn w S "�Ik L OCT m > v = co o v v r, Q v � N v- a V/ Q s s C O U o cl- ZE v / DATF 4 -10 -14 WAT 11 8115BASE SHEET I]OF �? i i i . i' i BERR' CONSTRUCTION NOTES O1 CONTRACTOR TO CONNECT TO EXISTING 27LF- 8" WATER STUB AS SHOWN AND PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO INSTALL TYPICAL 58LF— 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & W02. PROVIDE RPRA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDi. O4 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 RPRA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. OCONTRACTOR TO CONNECT TO EXISTING WATER MAIN. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. / Z a A /I/EF� RUN APAF)TMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. 70 007ING STUB ;I m PROPOSED 4' CONCRETE SIDEWALK PROPOSED 5 STREET LIGHT LOCATION (TYP.) 4� PROPOSED 5j CONCRETE SIDEWALK--- AS4S t " STA:I+BZ •anT F-341.90 LE�J41.D0 Ts aebo MISrAU 1 u �+c F-a' vc(a -180)1 THRUST wusr eu etF -a• —150) 1_8. I \ "INSTALL: - �1"-8- GATE VALVE 1••8'1(Q'X8' TEE ._ LEGEND - P4 PROPERTY LINE ¢ ¢m R/W LINE J 3 M PROPOSED GRADE 9 ! z w II OE OF DR) VFW -w PROPOSED FIRE HYDRANT n PN(a -ISO) WATER. � o EXISTING GRADE . -Wi y w w _.. - OL OF DRIVE I - + W � BLF B- P CL -lF-r 1`C( 1B0) WATER MAg4 4z- EXISTING CONTOUR - - �D EXISTING STORM MANHOLE of i I 40LF-4' POC(CL -MO) WATER MAIN I EXISTING SANITARY SEWER MANHOLE - - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE / Z a A /I/EF� RUN APAF)TMENTS NE 114, SE 114, SEC 24, TWN.17 N, RNG. 1 E., W.M. 70 007ING STUB ;I m PROPOSED 4' CONCRETE SIDEWALK PROPOSED 5 STREET LIGHT LOCATION (TYP.) 4� PROPOSED 5j CONCRETE SIDEWALK--- AS4S t " STA:I+BZ •anT F-341.90 LE�J41.D0 Ts aebo MISrAU 1 u �+c F-a' vc(a -180)1 THRUST wusr eu etF -a• —150) 1_8. I \ "INSTALL: - �1"-8- GATE VALVE 1••8'1(Q'X8' TEE ._ v 2 I i w�_34g - - . ---- - - - - -- a ALIGNMENT nA PLAN VIEW HORIZONTAL SCALE: I"=10' ET BACK O LEGEND - P4 PROPERTY LINE ¢ ¢m R/W LINE J 3 M PROPOSED GRADE 9 ! z w II OE OF DR) VFW -w PROPOSED FIRE HYDRANT n PN(a -ISO) WATER. � o EXISTING GRADE . -Wi y w w _.. - OL OF DRIVE I - + W � BLF B- P CL -lF-r 1`C( 1B0) WATER MAg4 v 2 I i w�_34g - - . ---- - - - - -- a ALIGNMENT nA PLAN VIEW HORIZONTAL SCALE: I"=10' ET BACK O OS H ANT T ;SL i1LF -B' bb ff s0 s TvP �- �20' TYP.- I -- STA. 1 +96.05 = _ CE INTERSECTION "ENTR'ANCE" & PAR Kja ALIGNMENT "F> 1 346:00 -1 'FLOW ARROW TYP. — — LEGEND - P4 PROPERTY LINE ¢ ¢m R/W LINE laF B- PvgcL -150) WATER a" m N m M PROPOSED GRADE 9 ! z w II OE OF DR) VFW Z% PROPOSED FIRE HYDRANT n PN(a -ISO) WATER. vuoO, w EXISTING GRADE mino - -_.. _. _.. - OL OF DRIVE I - + W � BLF B- P CL -lF-r 1`C( 1B0) WATER MAg4 4z- EXISTING CONTOUR - - �D EXISTING STORM MANHOLE of c a I 40LF-4' POC(CL -MO) WATER MAIN I EXISTING SANITARY SEWER MANHOLE - - EXISTING SANITARY SEWER MAIN OS H ANT T ;SL i1LF -B' bb ff s0 s TvP �- �20' TYP.- I -- STA. 1 +96.05 = _ CE INTERSECTION "ENTR'ANCE" & PAR Kja ALIGNMENT "F> 1 346:00 -1 'FLOW ARROW TYP. — — ALIGNMENT °A PROFILE VIEW HORIZONTAL SCALE: "=10' VERTICAL SCALE: 1 " =2' RK AREA TW=346.00 APPROVED FOR CONSTRUCTION BY: DATE: Dlecroc oC Public Works APPROVAL EXPIRES: SCALE: 1 " =20' T9- 346.50 0 10 20 40 3 o PROPOSED APARTMENT w BUILDING "A° oAPPROX. VERTICAL DATUM F.F.= 346.50 THURSTON COUNTY o NGVD 29 o BM: 1252 o CASED CONCRETE MONUMENT WITH BRASS R CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV., 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES LEGEND - P4 PROPERTY LINE -R,lW R/W LINE laF B- PvgcL -150) WATER a" EASEMENT LINE -- ADDITIONAL 10' UTILITIES EASEMENT .. PROPOSED IRRIGATION METER Z% PROPOSED FIRE HYDRANT n PN(a -ISO) WATER. PROPOSED WATER MAIN PROPOSED SIDEWALK 2 PROPOSED SHOULDER - -- 456 - -- BLF B- P CL -lF-r 1`C( 1B0) WATER MAg4 - EXISTING CONTOUR - EXISTING EDGE OF PAVEMENT �D EXISTING STORM MANHOLE D D EXISTING STORM MAIN I 40LF-4' POC(CL -MO) WATER MAIN I EXISTING SANITARY SEWER MANHOLE - - EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE I'I EXISTING WATER GATE VALVE •131T _. 12' STORM - EXISTING WATER MAIN LE-,3424 NWALL' CROSSING U-e GATE VALVE 1-20LF -FIRE HNMANT WOOL ST •i+ 7 1 O THRUST 9.OpC _... STA 1 +0 . AYLT I� _L 34281 7888:3LT INSTALL DE ' EX 4' SEI ER CROSSING CONNECT ID ! Tom: LE—J42 T INSTALL' - 45, 7Nu� ''. 8" WATER STUB aU*X HE 1-48' BEND THRUST BLOCK ', THRUST BLOCK m r O �p N N a vi c0 L6 Vj 'i co 0 O'-i to O N r 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: "=10' VERTICAL SCALE: 1 " =2' RK AREA TW=346.00 APPROVED FOR CONSTRUCTION BY: DATE: Dlecroc oC Public Works APPROVAL EXPIRES: SCALE: 1 " =20' T9- 346.50 0 10 20 40 3 o PROPOSED APARTMENT w BUILDING "A° oAPPROX. VERTICAL DATUM F.F.= 346.50 THURSTON COUNTY o NGVD 29 o BM: 1252 o CASED CONCRETE MONUMENT WITH BRASS R CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD, ELEV., 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES REVISION BLOCK LEGEND - P4 PROPERTY LINE -R,lW R/W LINE - - - - EASEMENT LINE -- ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER Z% PROPOSED FIRE HYDRANT ® PROPOSED WATER METER PROPOSED WATER MAIN 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 EXISTING POWER POLE I'I 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 3.M 1 I i 11 i W 'I r mss` �� II IIIIN�����•. JOB NUMBER 8115 O Q o a = w g � O Q U ro z n n- ro am m Q n ce g c� N r � n v Q V N �rn d V a � C � O U v F -: 0'^ VJ cb '�S v c 1 w I� w �L� Q O :z cr_ W CA— V Q J DATE 4 -10 -14 DRAWING N( W1 8115BASE SHEET 1$OF2 Ca-e- V)4 Gil Wo-� <l-"l, I c�arc� hQ It RPa� no} cal�e� a FUr a4 - A RIVER RUN APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. CONSTRUCTION NOTES 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 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 HELM STANDARDS AND DETAILS ON SHEETS WDI & WD2 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- 1 } WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS W01 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WOI. BUILDING "A " APPROX. F. F. = 346.50 352. III I' 350 PARK AREA APARTMENT BUILDING "B" ALIGNMENT'S' APPROX. PLAN VIEW F.F.= 344.00 HORIZONTAL SCALE: '1=10 348 .__. -. __. _.- __- ....�M ,.o 346 r � R , GR ADE COF DvE % _ POPROSED GRADE 0 (Dl 112" W iA7ER q OF DRIVE 10 F SERVICE' TYP r4" WATER I 344 CROSSING _. I 4,. WATER -Z CROSSING 342 1 112" WATER !. LE-342.38 340 - 44F-4r - CL-r 4' " WsNc -. 43 SEND C THRUST BLOCK fOLF -B' PYQ( CL- 150) II 338 -.. - I -.. STA. { _ji CROSSING E.- 1.80 _.. -.... M.00If 4 E- y INSTALL- 1�B' _. -8+001 1+58.81: fO1T li I� ydµ ALL.44 µ 1 -r CATS AL Ems' BLOCK I THRUST am THRUST 334. _ m N `r p m r,.N r t, m t- m m h a m m m < m O r 0 t7 OJ M OJ [p O N O m m M r0 M [p d m d y rp ^ rp ^ u7 N N a O a M d N O N M N O N N O 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 ALIGNMENT 'Y PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE.. 1 " =2" NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 4 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 - Py4 PROPERTY LINE --RfW I -- - - - EASEMENT LINE o ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER p PROPOSED FIRE HYDRANT ® PROPOSED WATER METER IN PROPOSED WATER MAIN T PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR =1 � -- EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE DD EXISTING STORM MAIN w EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN <1 EXISTING POWER POLE H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT U Y s 348 .__. -. __. _.- __- ....�M ,.o 346 r � R , GR ADE COF DvE % _ POPROSED GRADE 0 (Dl 112" W iA7ER q OF DRIVE 10 F SERVICE' TYP r4" WATER I 344 CROSSING _. I 4,. WATER -Z CROSSING 342 1 112" WATER !. LE-342.38 340 - 44F-4r - CL-r 4' " WsNc -. 43 SEND C THRUST BLOCK fOLF -B' PYQ( CL- 150) II 338 -.. - I -.. STA. { _ji CROSSING E.- 1.80 _.. -.... M.00If 4 E- y INSTALL- 1�B' _. -8+001 1+58.81: fO1T li I� ydµ ALL.44 µ 1 -r CATS AL Ems' BLOCK I THRUST am THRUST 334. _ m N `r p m r,.N r t, m t- m m h a m m m < m O r 0 t7 OJ M OJ [p O N O m m M r0 M [p d m d y rp ^ rp ^ u7 N N a O a M d N O N M N O N N O 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 ALIGNMENT 'Y PROFILE VIEW HORIZONTAL SCALE: 1 " =10' VERTICAL SCALE.. 1 " =2" NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: SCALE: 1 " =10' 0 5 10 20 4 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 - Py4 PROPERTY LINE --RfW R/W LINE -- - - - EASEMENT LINE — — ADDITIONAL 10' UTILITIES EASEMENT m PROPOSED IRRIGATION METER p PROPOSED FIRE HYDRANT ® PROPOSED WATER METER IN PROPOSED WATER MAIN T PROPOSED SIDEWALK PROPOSED SHOULDER 456 - -- PROPOSED CONTOUR =1 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 <1 EXISTING POWER POLE H EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN RENSION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM - s JOB NUMBER 8115 m n 0 vi c �v 2 > n_ rr c� 2 in U� am t�l m W L : 7 O m oar_' c� '^ tV'C,' � I� r `r r,. v g� N v o0i Q�Q V =_ C O t" Z 0 3 ?5 I0 Ir (f) wM LLj W LL_ O IZn ot W CL 0Z J Q CL F DATE - -10 -14 DRAWINL' NC WZ 8115QASL "HEFT 19 OF L Q s U Y s m n 0 vi c �v 2 > n_ rr c� 2 in U� am t�l m W L : 7 O m oar_' c� '^ tV'C,' � I� r `r r,. v g� N v o0i Q�Q V =_ C O t" Z 0 3 ?5 I0 Ir (f) wM LLj W LL_ O IZn ot W CL 0Z J Q CL F DATE - -10 -14 DRAWINL' NC WZ 8115QASL "HEFT 19 OF L RIWER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. 6' DEDICATION O CONTRACT TO CONNECT TO EXISTING 27LF^- 8" WATER STUB AS SHOWN AN�PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANOIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- i }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2 PROVIDE RPBA BEHIND METER I AS SHOWN !AND PER DETAIL ON SHEET WDI. O CONTRACTOr TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER 0 TAIL ON SHEET WDI. $� CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTIO,j ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WD1. © CONTRACTOR TO INSTALL TYPICAL C3LF^- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS W01 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. — y 1 1 1 1 o a I ow i 0 xw 000 FLOW ARROW TYP. 1+00 24' i —_ - _ _ __ —_ _- -- 342.513+ 7 _f [ GNMENT "C" 122 F 4' DI(CLSO) FIRE LWI —Y1 / --W h b o -------- - - - - -- ' 343 ------ - - - - -- 5 1 011 FIRE LM-1 - - - - -r 125LF 4 / e r I LL -_ _ -.. 1 343.19 - - - - ALIGNMENT 'C' PLAN VIEW HORIZONTAL SCALE: i =10 a NO. 1 DESCRIPTION BY u W 1 -22 -14 M INTERSECTION I 2 3 -19 -14 BUILDING 'B" - �; � APPROX.__ ALIGNMENT °B" U � d �F 03 UWQ m r -- -- - - - - -- ---- - - - - -- d _ 1 / / UMPS9'ER° ° 42.g1 PN / �89� ,v, � wr / � 1 PAD CA 1- ,8118• �J.B• • TEE � SIDEWALK i 3-r GATE VALVES o 342 THRUST BLOCK 6 / i 15 STA.O+A31.17.1&76WT FRONT ►G 1 14 . / x 1, _wBm / ' SET BACK INSTALL: Jy33 _ __- TIitI1ST C - o W V 1- ,B'XB714- hEE " 0� , b4G a I AIWS TTIRUST BLOC,y1 4 i LL i ISLF -,B' PK},(p.-150) lER YAW H -- Z1 • IJ O o 4 2 �' ,. i 0 00 3 341.80 W - 1 } D. S, O CONTRACT TO CONNECT TO EXISTING 27LF^- 8" WATER STUB AS SHOWN AN�PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANOIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- i }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2 PROVIDE RPBA BEHIND METER I AS SHOWN !AND PER DETAIL ON SHEET WDI. O CONTRACTOr TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER 0 TAIL ON SHEET WDI. $� CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTIO,j ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WD1. © CONTRACTOR TO INSTALL TYPICAL C3LF^- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS W01 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. — y 1 1 1 1 o a I ow i 0 xw 000 FLOW ARROW TYP. 1+00 24' i —_ - _ _ __ —_ _- -- 342.513+ 7 _f [ GNMENT "C" 122 F 4' DI(CLSO) FIRE LWI —Y1 / --W h b o -------- - - - - -- ' 343 ------ - - - - -- 5 1 011 FIRE LM-1 - - - - -r 125LF 4 / e r I LL -_ _ -.. 1 343.19 - - - - ALIGNMENT 'C' PLAN VIEW HORIZONTAL SCALE: i =10 a NO. 1 DESCRIPTION BY PROPOSED 1 -22 -14 M INTERSECTION I 2 3 -19 -14 BUILDING 'B" - �; � APPROX.__ ALIGNMENT °B" U � d �F 03 UWQ m d E 73LF e PKXa -159) wArae u FOC PN � �89� ,v, � wr / � 1 N 1- ,8118• �J.B• • TEE � SIDEWALK i 3-r GATE VALVES o THRUST BLOCK /� ,� / i 15 STA.O+A31.17.1&76WT FRONT ►G 1 14 . YARD LE-337.60 1, _wBm / ' SET BACK INSTALL: Jy33 _ __- TIitI1ST C - o V 1- ,B'XB714- hEE " 0� , b4G a TTIRUST BLOC,y1 4 i LL i ISLF -,B' PK},(p.-150) lER YAW H -- O CONTRACT TO CONNECT TO EXISTING 27LF^- 8" WATER STUB AS SHOWN AN�PER CITY OF YELM DETAILS ON SHEETS WDI. O CONTRACTOR TO VERIFY EXISTING PIPE LOCATION, TYPE, SIZE, AND CONDITION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF ANY DISCREPANOIES. O CONTRACTOR TO INSTALL TYPICAL 58LF- i }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS WDI & WD2 PROVIDE RPBA BEHIND METER I AS SHOWN !AND PER DETAIL ON SHEET WDI. O CONTRACTOr TO INSTALL FIRE HYDRANT ASSEMBLY AS SHOWN AND PER 0 TAIL ON SHEET WDI. $� CONTRACTOR TO INSTALL IRRIGATION METER AND BACK FLOW PREVENTIO,j ASSEMBLY (DDCV) AS SHOWN AND PER DETAILS ON SHEET WD1. © CONTRACTOR TO INSTALL TYPICAL C3LF^- 1 }" WATER SERVICE AND BOX AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAILS ON SHEETS W01 & WD2. PROVIDE RPBA BEHIND METER AS SHOWN AND PER DETAIL ON SHEET WDI. O CONTRACTOR TO CONNECT TO EXISTING WATER MAIN. — y 1 1 1 1 o a I ow i 0 xw 000 FLOW ARROW TYP. 1+00 24' i —_ - _ _ __ —_ _- -- 342.513+ 7 _f [ GNMENT "C" 122 F 4' DI(CLSO) FIRE LWI —Y1 / --W h b o -------- - - - - -- ' 343 ------ - - - - -- 5 1 011 FIRE LM-1 - - - - -r 125LF 4 / e r I LL -_ _ -.. 1 343.19 - - - - ALIGNMENT 'C' PLAN VIEW HORIZONTAL SCALE: i =10 a NO. 1 DESCRIPTION BY PROPOSED 1 -22 -14 M APARTMENT —" 2 3 -19 -14 BUILDING 'B" - �; � APPROX.__ F F. =344.00 U � d �F 03 UWQ m APPROVED FOR CONSTRUCTION BY:_ _DATE: Drteotoro(" Wodcs APPROVAL EXPIRES: 346 M w W V U 344 2 007 1 .98% 0.50% 342. 2.00% 0.50% v.50 %. 0.75% 12" STORM 2" SEWER 122LF 4. 0KOIl10) FIRE LINE 340 1'• -12 STORM CROSSING CROSSING CROSSING U( 18 "(MIN.) 128IF -4 DI(CL50) FIRE IANE 338 A: -0F 1& T LE -342@9 2 VHF• -•S' PVC( -150) ^WALL• 7 '�JLF -S' PVC(OL -150) R41TER MNN WATER MAIN I 336 U- 8- (BX8'_TEE 3-,B' CATE VALVES STA:O+ 17.1 76WT A:0F49. 1 T . THRUST BLOCK LE- .SO 1 ,T3744 MIS AWALL' 1 -,B'XB x4' TEE 1-,90' BEND 1.-4- PN THRUST BLOCK 334 THRUST BLOCK ,n m N N N m N m N m m m In m rn m m m m m m m m rp O N N N N N N N N N N N N (V N M -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 -1 -40 1 +50 1 +60 1 +701 +7 ALIGNMENT C' PROFILE 14EW HORIZONTAL SCALE: VERTICAL SCALE: 1 " =2' NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. SCALE: 1` =10" 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASES CONCRETE MONUMENT WITH BRASS CAP @ INTERSECTION OF YELM AVE, & TACOMA BLVD. ELEV.- 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LAHSON & ASSOCIATES LEGEND P{6 PROPERTY LINE R/V PIN 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 STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE 11 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT' i 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 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM Q a, Q� C S+ d �F r0 m Y71 r� w-I�a z 1 Or 14 C7 Y t) (Q [ W w G t f� I' D. n n r, 1 ' r� c, ql ll �1 t �I z C Y F (Y V CJ �I � r 1 , r �0 CD . DA it I v a -10 -14 DRAWING NO, W3 8115BASL- 6Q, c v- CU Q a, Q� C S+ d �F r0 m d co LQw U J w (L, O Z ct I W CL Cz � `/ Q � CL II� DA it a -10 -14 DRAWING NO, W3 8115BASL- STILL 12GOFZ_l GENERAL WATER NOTES i. ALL WORKMANSHIP AND MATERIAL SHAM I- BE IN ACCORDANCE MTH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL. CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -8470 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. J. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR DIMENSION RATIO E THAN THE STANDARD PVC 2120, AND HAVE MINIMUM WALL THICKNESS VAT TO OR LESS 0 (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 301(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 750 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. AND MEET THE REQUIREMENTS OF ABUSE STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. OF AMA C905 4 THROUGH 20 INCHES THE REQUIREMENTS POL POLYVINYL CHLORIDE (PVC) PIPE (1 ) : SHALL MEET WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C751 CLASS 50 OR GREATER, AND SHALL BE 1116 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSFV WWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF BISQUE STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52, M WITH 0 -RINGS SEALS. VALVE ENDS SHALL JOINT RESILIENT WEDGE N. NON RISING SCE 4. GATE VALVES ) SHALL LL MECHANICAL JOINT Y, ANSI FLANGES. VALVES SHALL CONFORM TO AWAY, VALVES To . VALVES SHALL BE MUELLER, M & H, KENNEDY, GLOW ft/W OR WAiER0U2 SERIES 500. EXISTING VALVES i0 BE OP-RATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES 5-ALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION OFF I). INSTALLED 12" TO 18" BE INSTALLED WITH CONTINUOUS TRACER TAPE S ] ALL PIPE AND SERVICES SHALL HA TIC NON - BIODEGRADABLE METAL CORE UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC OR BACKING MARKED WATER 2 -INCH WIDE MINIMUM, WHICH CAN BE DETECTED B Y A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE SINGLY CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8, PROVIDE TRAFFIC CONTROL PLANTS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W 114 INCH INTO CONCRETE 11. CALL UNDERGROUND LOCATE AT 1 -600- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THFFF PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE ITV INSPECTOR DETAILING REMAINING HALL OBTAIN A PUNCH LIS OF WORK S BY E C S THE CONTRACTOR 5 H THESE PLANS SHALL BE COMPLETED TO K TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON ES L ITEMS OF WORK TH AN PROVISION OF WATER PRIOR TO ACCEPTANCE OF ME WATER SYSTEM D E SATISFACTION OF THE CITY 10 SERVICE 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 76. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEWLOPER5 ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FELO. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. Perot Hydrant Sun Yellow High Grade Enamel # 13312 -� 4" O P F L Top view operating nut - -Gmlfs Of paymerl) - 2S ° 0 o Weather Shield anI H dra nt L Y bck �a Bonne} 21X -Hose EFP,,SCODn -� with threads HYDRANT OFFSET _-.--41 12 "5teG,I connection - = WD it EST Threads _ See valve box and & 5" Sa,c adapter valve Stem detoil- Style S -317 w /SC cap 5 -11 18 " -24" I / � Ground To suit - Standpipe yr trench depth 3' Minimum, -- 6" Flanged fire hydrant tee rf-E4,1106, ch P e Joi. p nt 6'" -`- A EB A 8„ Inc. Megaluly a, ,' / Y-6 Class 5D ductile on e cut , P o Len h 9 6° ale v -_ -- 9 calve, FL X NJ See vole below -` V'a rtes - - I 1-4 "x8 "x16" Concrete WALK I Hydrant shoe 1 / Beckf ill to top of drain ring Mousing I belts with 2" washed rock as shown Plastic barrier between I "-6' x 6' sheet of 11 mil, pia slit or con- thrust block and tee struction fabric, covering 2" washe(d rock Notes Concrete thrust block I. Hydrants shall be located in cast place against accordance with Section 6.060. fitting only In addition, minimum Three foot be , unobstructed working area shall 5e Provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Rel,f style 929, Claw Medallioo or DEPT. OF PUBLIC WORKS__ American AVK Series 2780 or Mueller Centurion FIRE HYDRANT 3. Gate ate valves shall resilient wedge NRS with O-ring seals. Valve ends shall be Mechanical joint by ANSI flanges. VoIVaS Shall con f r m } o AWWA 509 -80. APPROVED \; - Dw 6 Valvss shall be Mueller M &H, Kennedy Clow R W or WatBrOGS Sere 500. - PUB LWORKS IR 0 - 4. Fife Hydrant luck required menf DATE c v 'will order and n tall. DES, DWJ. K D / - F.5 ' TP THRUST_ LOADS THRUST AT FITTINGS IN POUNDS AT 200 PC]UNDS PER SQUARE INCH OF WATER PRESSU PIPE 90' BEND 45' BEND 22 -112' BEND 11 -1/4' BEND': DEAD END _ DIAMETER __ tjII OR TEE 00 4' 3,600 2,000 1,0 __ 500 2,600 5" 8.000 4,400 2,300 7,200 5,700 B" 1 1 14,300 7,700 1 4,000 2,000 10,100 iO" L23 300 12.100 6,200 3,100 15,800 12" ODO 17400 B, 900 4,500 22,700 4" 6 CC) 23600 12,100 6,100 30,800 fi" 000 30,800 - 1 15,700 7,900 11 40,300 NOTES: I. BLOCKING SHALL BE CEMENT CONCRETE 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 STAND AND GRAVEL 32,000 LBS 5 3000 LB /S.F. = 110.7 SF. OF AREA 3. AREAS MUST BE ADJUSTED FOR C)THER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING HA 5 LL BE ADEQUATE TCD WITHSTAND FULL TEST PRESSURE VVI AS WELL AS TO CONTINUOUSLY WJIIHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOAD FOR HGRIZGNiAL THRUSTS WHEN THE DEPT6 DP COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER SOIL SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 11000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD SHALE 10,000 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. I THRUST LOADS P -- - DWG. No ti PUBLIC WORKS DIRECTOR DATE 6 -1 4 US- GAIN, CKD. DATE 117 JEG TP 4/2007 RI VEFl RUN A PAf�TME/VTS NE 1/4, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. 3' x 3' x 4" CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA � TRACER WIRE r SEAL WITH AR4000W BALLAST J 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 'I RECESSED HANDLE TYPE COVER �- INLAND FOUNDRY $248 10" 6 .3/4 VALVE BOX WITH 8 3/4 "WATER" CAST IN LID 1 a OR DECO 910 SECTION W 0 � o Dr x � w o � x J, V Z W I NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED n COPPER TRACER WIRE TIED OFF AT VALVE 900Y EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION_ LEGEND Q' VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT FINISHED GRADE 1 01 -10" OR 18" ---6" SDR 21 PVC PIPE n CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALY E STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED - (LENGTH VARIES) GATE VALVE SHOWN- SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. . - I DEPT. OF PUBLIC__ WORKS LT 1 SHAFT. STANDARD '_7 ALVE VALVE OX STEEL TUBING TO FIT OPERATING \i CS1 J K" AP P4 0� DWG. ND. NOTE: TOP IVIEW T TOP VIEW TOP VIEW 6 -� 1 FILLET WELD ALL AROUND. - DES. pwN. CKD. WYE OF ASSEMBLY, PLASTIC OR CEMENT ES } y 1 \v \�. a o � o SIDE VIEW �I �SIDE�VIEW SIDE VIEW I TEE CROSS GATE VALVE HORIZ. BEND T / 1 1/2 " -2" MALE �21 / _!, 7/7 TEE TEE WITH CROSS WITH CROSS WITH \e PLUG OR CAP PLUG PLUG PLUGS GATE VALVE SERVICE SADDLE OOL ROMAS 2D2S OR r 2X2X SLOPE TO / Y 48" TO CENTER VERTICAL BEND -IT' OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: STANDARD ,. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. DWI NO 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM , - -- 6 -13 DIAMETER. USLIC WORKS DIRECTOR DATE DIES, DWN, ORD. DATE PC I JOB iP 1 4/2007 Perot Hydrant Sun Yellow High Grade Enamel # 13312 -� 4" O P F L Top view operating nut - -Gmlfs Of paymerl) - 2S ° 0 o Weather Shield anI H dra nt L Y bck �a Bonne} 21X -Hose EFP,,SCODn -� with threads HYDRANT OFFSET _-.--41 12 "5teG,I connection - = WD it EST Threads _ See valve box and & 5" Sa,c adapter valve Stem detoil- Style S -317 w /SC cap 5 -11 18 " -24" I / � Ground To suit - Standpipe yr trench depth 3' Minimum, -- 6" Flanged fire hydrant tee rf-E4,1106, ch P e Joi. p nt 6'" -`- A EB A 8„ Inc. Megaluly a, ,' / Y-6 Class 5D ductile on e cut , P o Len h 9 6° ale v -_ -- 9 calve, FL X NJ See vole below -` V'a rtes - - I 1-4 "x8 "x16" Concrete WALK I Hydrant shoe 1 / Beckf ill to top of drain ring Mousing I belts with 2" washed rock as shown Plastic barrier between I "-6' x 6' sheet of 11 mil, pia slit or con- thrust block and tee struction fabric, covering 2" washe(d rock Notes Concrete thrust block I. Hydrants shall be located in cast place against accordance with Section 6.060. fitting only In addition, minimum Three foot be , unobstructed working area shall 5e Provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON Rel,f style 929, Claw Medallioo or DEPT. OF PUBLIC WORKS__ American AVK Series 2780 or Mueller Centurion FIRE HYDRANT 3. Gate ate valves shall resilient wedge NRS with O-ring seals. Valve ends shall be Mechanical joint by ANSI flanges. VoIVaS Shall con f r m } o AWWA 509 -80. APPROVED \; - Dw 6 Valvss shall be Mueller M &H, Kennedy Clow R W or WatBrOGS Sere 500. - PUB LWORKS IR 0 - 4. Fife Hydrant luck required menf DATE c v 'will order and n tall. DES, DWJ. K D / - F.5 ' TP THRUST_ LOADS THRUST AT FITTINGS IN POUNDS AT 200 PC]UNDS PER SQUARE INCH OF WATER PRESSU PIPE 90' BEND 45' BEND 22 -112' BEND 11 -1/4' BEND': DEAD END _ DIAMETER __ tjII OR TEE 00 4' 3,600 2,000 1,0 __ 500 2,600 5" 8.000 4,400 2,300 7,200 5,700 B" 1 1 14,300 7,700 1 4,000 2,000 10,100 iO" L23 300 12.100 6,200 3,100 15,800 12" ODO 17400 B, 900 4,500 22,700 4" 6 CC) 23600 12,100 6,100 30,800 fi" 000 30,800 - 1 15,700 7,900 11 40,300 NOTES: I. BLOCKING SHALL BE CEMENT CONCRETE 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 STAND AND GRAVEL 32,000 LBS 5 3000 LB /S.F. = 110.7 SF. OF AREA 3. AREAS MUST BE ADJUSTED FOR C)THER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING HA 5 LL BE ADEQUATE TCD WITHSTAND FULL TEST PRESSURE VVI AS WELL AS TO CONTINUOUSLY WJIIHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOAD FOR HGRIZGNiAL THRUSTS WHEN THE DEPT6 DP COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER SOIL SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 11000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD SHALE 10,000 NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. I THRUST LOADS P -- - DWG. No ti PUBLIC WORKS DIRECTOR DATE 6 -1 4 US- GAIN, CKD. DATE 117 JEG TP 4/2007 RI VEFl RUN A PAf�TME/VTS NE 1/4, SE 114, SEC .94, TWN.17 N., RNG. 1 E., W.M. 3' x 3' x 4" CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA � TRACER WIRE r SEAL WITH AR4000W BALLAST J 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 'I RECESSED HANDLE TYPE COVER �- INLAND FOUNDRY $248 10" 6 .3/4 VALVE BOX WITH 8 3/4 "WATER" CAST IN LID 1 a OR DECO 910 SECTION W 0 � o Dr x � w o � x J, V Z W I NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED n COPPER TRACER WIRE TIED OFF AT VALVE 900Y EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION_ LEGEND Q' VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT FINISHED GRADE 1 01 -10" OR 18" ---6" SDR 21 PVC PIPE n CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. VALY E STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED - (LENGTH VARIES) GATE VALVE SHOWN- SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. . CII7 Oh YELM, WASHINGTON O 3/16" Thk X 5 1/5" Diq STEEL DEPT. OF PUBLIC__ WORKS GUIDE PLATE WELDED TO RISER 1 SHAFT. STANDARD (7 2 " %2 "X 3/16" SQUARE STRUCTURAL ALVE VALVE OX STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED, - AP P4 0� DWG. ND. NOTE: 1. ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIR ECIO R DATE 6 -� 1 FILLET WELD ALL AROUND. - DES. pwN. CKD. DATE OF ASSEMBLY, PLASTIC OR CEMENT ES JIG TP 4/2007 RESTORATION DEPTH -� Rq'r rgPC 4' 10 18" UNDER VARIES FINAL GRADE TRACER WIRE (SEE GENERAL TRENCH BACKFILL -- SEE NvIE I, 2, 3 WATER ER Np TE$ N0. Z) &5 I 6" MIN. C' N BEDDING MATERIAL SEE NOTE 4 -- UNDISTURBED SOIL NOTES: 1_ A MINIMUM COVER OF .3.5' SHALL BE MAINTAINED. EXCEPT AS R @AIRED AT CONNECTION POINTS, 2. NATIVE BACKFfLL SHALL CONSIST OF CRUSHED. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL_ IT 94ALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WAGIE OR OTHER EX)HA Nf0U8 OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. NATIVE TRENCH BACKFIL MATERIAL 3 L SHALL BE SORTED OR SCREENED - 50 THAT THE MAXIMUM AGGREGATE SHALL 15 6- iNGHES. d. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSN ➢qY5 WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5, WHERE NATIVE MATERIALS HAVE BEEN DEEMED UIJACCEPTAHLE BY THE CiTY, TRENCH BACKALL SHALL MEET THE WSpOi STANDARD SPECIFICA n, Oh'S FOR THE PIPE TYPE BEING SPECIfIEO. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING Aavao - - Dwc. NO PUBLIC WORKS DIRECTOR DATE 6-15 DES. OWN. CKD. DATE LS JEC iP 4/2007 O CURB_ 1 a IN GAUGE ' COPPER TED ° a e COPPER kF v TONING WIRE f n v_� WRAPPED I I/2" - 811 -6661 AROUND THE 2° - 811 -7]] 1 PIPE (SEE I 1/2" - C66 - 66� GENERAL 2" - C85 - 77 NOTES N0. FORD PACK JOINT 7)-' coRPOaailo sro TrPE B`� PLASTIC LINE (USE 200 PSI PHILLIPS DR15C0 PIPE 5100 POLYETHYLENE PIPE) FORD BALL VALVE ---- 1 WITH PACK JOINT & FEMALE I.P. THREADS SERVICE SADDLE NQTLS. 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2, ALL SERVICE SADDLES SHALL HAVE RU68LR GASKET AND LP. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VEIN 76 -15813 OR EQUAL. 2" - FORD VBH 77-15D17 DR EQUAL 0 4. ALL 1 1/2" AND 2" SADDLES / WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILIENT WEDGE GATE VALVE AND HOUSING HOUSING AND SDR -21 PVC PIPE HOUSING APPROVED ME_1E -R aox LID - 173D DI READER LID BOX - BCE 1730 X 12 BASE DR APPROVED EQUAL ON�� CHECK VALVE -/ �- _ 3C). - CHECK BV �. BY -PASS VALVE W /LOCKABLE CAP 1/2 " -2" MALE NIPPLE CITY OF YELM, WASHINGTON DEPT, C)F PUBLIC WORKS _ 1 1/2" TO 2" METER SERVICE PRO - Y DWG. v0 PUBLIC WORKS QIRECTCR DATE 6-3 rEs CKD, - -- DWN DATE ES G lP 'LO 4 /2007 6' 6" DATE DESCRIPTION EXISTG � RESILIENT SEATED GROUND TEST LOLV(S 1 • 6' 70P VIE IN SIZE 2 A B GUM 1 1/2" 13 1/4" 15" 2" 77 1/4" 15" . OF ASSEMBLY, PLASTIC OR CEMENT A SIDE VIEW r METER BOX s a o � o �I 3 METER BOX 1 1/2 " -2" POLYETHYLENE LINE 1 1/2 " -2" MALE ADAPTER / -2" RESILENT BALL VALVE) CURB STOP WEDGE GATE VALVE SERVICE SADDLE ROMAS 2D2S OR 2X2X SLOPE TO 48" TO CENTER O CURB_ 1 a IN GAUGE ' COPPER TED ° a e COPPER kF v TONING WIRE f n v_� WRAPPED I I/2" - 811 -6661 AROUND THE 2° - 811 -7]] 1 PIPE (SEE I 1/2" - C66 - 66� GENERAL 2" - C85 - 77 NOTES N0. FORD PACK JOINT 7)-' coRPOaailo sro TrPE B`� PLASTIC LINE (USE 200 PSI PHILLIPS DR15C0 PIPE 5100 POLYETHYLENE PIPE) FORD BALL VALVE ---- 1 WITH PACK JOINT & FEMALE I.P. THREADS SERVICE SADDLE NQTLS. 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2, ALL SERVICE SADDLES SHALL HAVE RU68LR GASKET AND LP. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VEIN 76 -15813 OR EQUAL. 2" - FORD VBH 77-15D17 DR EQUAL 0 4. ALL 1 1/2" AND 2" SADDLES / WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILIENT WEDGE GATE VALVE AND HOUSING HOUSING AND SDR -21 PVC PIPE HOUSING APPROVED ME_1E -R aox LID - 173D DI READER LID BOX - BCE 1730 X 12 BASE DR APPROVED EQUAL ON�� CHECK VALVE -/ �- _ 3C). - CHECK BV �. BY -PASS VALVE W /LOCKABLE CAP 1/2 " -2" MALE NIPPLE CITY OF YELM, WASHINGTON DEPT, C)F PUBLIC WORKS _ 1 1/2" TO 2" METER SERVICE PRO - Y DWG. v0 PUBLIC WORKS QIRECTCR DATE 6-3 rEs CKD, - -- DWN DATE ES G lP 'LO 4 /2007 I � m 10 Co°O' °goo° oA dAJ�mO° o °y'�� °°0 " °�g(p0C7J�e�o9ar�o RrEUabe}r� No I OW GROUND INSTALL AVON) GRAVEL 12' MIN. NOTE: ALL ILEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL MTN GROUND- - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GAI. VANIZEO PIPE dEFORC ASSEMBLY -- THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING V - VALVE SHALL BE PROTFCTLO FROM FREEZING 9)OU B LE CHECK VALVE CONDITIONS. - THE BACK FLOW ASSEMBLY SHALL. BE A CURRENT ASJEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED BOCCI - A PLUMBING PERMIT IS REQUIRED, AP. RJV DWG NO -1` 6 -16 PUBLIC- WORKS DIRECTOR DATE DES. DAN. �CKO. 'DATE KR IFG TP 4/2007 APPROVED FOR CONSTRUCTION BY: --DATE:- Director of Public Works APPROVAL EXPIRES: UC 5r PLASTIC \L OR CONCRETE-_ BOX MIN. GRAVEL BASE 11" THICK 1. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE s, sour -off vnkvE 6. CHECK VALVE (D.S.H.S. APPROVED) >. RELIEF VALVE 8- TESTS COCKS 9. DRAIN 10 DAYLIGHT I O.PLUGS IN TEST COCKS GENERAL NOTES: A. iHOPDUGHLY RUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF FIFE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. C. DD NOT INSTALL IN AREA FLOW I MATERIAL LIST, S'J BJCCi i0 f:DDpIN G. 'LANCL PROFILE IT TO BUILDING D¢ IRRIGATION SYSTEM O EPT OF PUBLIC MORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER APPROVEn Dwc NO PUBLIC WORKS DIRECTOR DATE - 1 Des. owN. KD DATE c KR dec TP�4 /2007 2 -1/2' FIRE eEPAR1YCNT RAISED LETTERS INLET CONNECTION AUTO SPRINKLER' SCHEDULE da 5 GALVANIZCO STEEL 2f -60" 16" % 18" N B. CONE. BLOCN ---- scNEOULE Ta cµvexlrco STEEL WNVP[e WITH 6 YIL PLp$RC CITY OF YELM. WASHINGTON P1. F, Pll@LLG W FIRE DEPARTMENT CONNECTION PPPPOVE� =6­1 PUBLIC WORKS DIRECTOR AEG. OWN. CKD_ DATE FS JEG TIT 4/2007 REVISION BLUt:K 6' 6" DATE DESCRIPTION EXISTG � RESILIENT SEATED GROUND TEST LOLV(S 1 • 6' 70P VIE IN GJM I � m 10 Co°O' °goo° oA dAJ�mO° o °y'�� °°0 " °�g(p0C7J�e�o9ar�o RrEUabe}r� No I OW GROUND INSTALL AVON) GRAVEL 12' MIN. NOTE: ALL ILEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL MTN GROUND- - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GAI. VANIZEO PIPE dEFORC ASSEMBLY -- THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING V - VALVE SHALL BE PROTFCTLO FROM FREEZING 9)OU B LE CHECK VALVE CONDITIONS. - THE BACK FLOW ASSEMBLY SHALL. BE A CURRENT ASJEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED BOCCI - A PLUMBING PERMIT IS REQUIRED, AP. RJV DWG NO -1` 6 -16 PUBLIC- WORKS DIRECTOR DATE DES. DAN. �CKO. 'DATE KR IFG TP 4/2007 APPROVED FOR CONSTRUCTION BY: --DATE:- Director of Public Works APPROVAL EXPIRES: UC 5r PLASTIC \L OR CONCRETE-_ BOX MIN. GRAVEL BASE 11" THICK 1. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE s, sour -off vnkvE 6. CHECK VALVE (D.S.H.S. APPROVED) >. RELIEF VALVE 8- TESTS COCKS 9. DRAIN 10 DAYLIGHT I O.PLUGS IN TEST COCKS GENERAL NOTES: A. iHOPDUGHLY RUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF FIFE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. C. DD NOT INSTALL IN AREA FLOW I MATERIAL LIST, S'J BJCCi i0 f:DDpIN G. 'LANCL PROFILE IT TO BUILDING D¢ IRRIGATION SYSTEM O EPT OF PUBLIC MORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER APPROVEn Dwc NO PUBLIC WORKS DIRECTOR DATE - 1 Des. owN. KD DATE c KR dec TP�4 /2007 2 -1/2' FIRE eEPAR1YCNT RAISED LETTERS INLET CONNECTION AUTO SPRINKLER' SCHEDULE da 5 GALVANIZCO STEEL 2f -60" 16" % 18" N B. CONE. BLOCN ---- scNEOULE Ta cµvexlrco STEEL WNVP[e WITH 6 YIL PLp$RC CITY OF YELM. WASHINGTON P1. F, Pll@LLG W FIRE DEPARTMENT CONNECTION PPPPOVE� =6­1 PUBLIC WORKS DIRECTOR AEG. OWN. CKD_ DATE FS JEG TIT 4/2007 REVISION BLUt:K N0. DATE DESCRIPTION EXISTG � RESILIENT SEATED GROUND TEST LOLV(S 1 • SHUTOFF VALVES (d REOb) 6" MIN (2 REO'D 3" &" MAX. ) J" GJM 2 3 -79 -74 PER CITY MARK -UP GUM UNIONS NO PIPE ON INLET ,SIDE 6' MIN . OF ASSEMBLY, PLASTIC OR CEMENT A SIDE VIEW r METER BOX a o � o I � m 10 Co°O' °goo° oA dAJ�mO° o °y'�� °°0 " °�g(p0C7J�e�o9ar�o RrEUabe}r� No I OW GROUND INSTALL AVON) GRAVEL 12' MIN. NOTE: ALL ILEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL MTN GROUND- - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GAI. VANIZEO PIPE dEFORC ASSEMBLY -- THE DCVA MAY BE INSTALLED ABOVE OR BELOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT. OF PUBLIC WORKS DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING V - VALVE SHALL BE PROTFCTLO FROM FREEZING 9)OU B LE CHECK VALVE CONDITIONS. - THE BACK FLOW ASSEMBLY SHALL. BE A CURRENT ASJEMBLY 2" AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED BOCCI - A PLUMBING PERMIT IS REQUIRED, AP. RJV DWG NO -1` 6 -16 PUBLIC- WORKS DIRECTOR DATE DES. DAN. �CKO. 'DATE KR IFG TP 4/2007 APPROVED FOR CONSTRUCTION BY: --DATE:- Director of Public Works APPROVAL EXPIRES: UC 5r PLASTIC \L OR CONCRETE-_ BOX MIN. GRAVEL BASE 11" THICK 1. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE s, sour -off vnkvE 6. CHECK VALVE (D.S.H.S. APPROVED) >. RELIEF VALVE 8- TESTS COCKS 9. DRAIN 10 DAYLIGHT I O.PLUGS IN TEST COCKS GENERAL NOTES: A. iHOPDUGHLY RUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF FIFE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. C. DD NOT INSTALL IN AREA FLOW I MATERIAL LIST, S'J BJCCi i0 f:DDpIN G. 'LANCL PROFILE IT TO BUILDING D¢ IRRIGATION SYSTEM O EPT OF PUBLIC MORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER APPROVEn Dwc NO PUBLIC WORKS DIRECTOR DATE - 1 Des. owN. KD DATE c KR dec TP�4 /2007 2 -1/2' FIRE eEPAR1YCNT RAISED LETTERS INLET CONNECTION AUTO SPRINKLER' SCHEDULE da 5 GALVANIZCO STEEL 2f -60" 16" % 18" N B. CONE. BLOCN ---- scNEOULE Ta cµvexlrco STEEL WNVP[e WITH 6 YIL PLp$RC CITY OF YELM. WASHINGTON P1. F, Pll@LLG W FIRE DEPARTMENT CONNECTION PPPPOVE� =6­1 PUBLIC WORKS DIRECTOR AEG. OWN. CKD_ DATE FS JEG TIT 4/2007 REVISION BLUt:K N0. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -79 -74 PER CITY MARK -UP GUM 8115 O � II U O � w S 1 } S C7 W C� O 0 U 3 U O O Ci O V I L7 N Z \ p � L) � ISJ Qm W Q i � 3 O � LP > �r O `26 CD ti 0 CO co Uj CL 1 4- W` 4 ■ Q "1 N m a� Q C � O U Q F /Vi� w 0 O Z O Q �U � 1 Q W DATE 4 -10 -14 rORIA11WIN IND. VD1 5G TO BE PER PER RIVER RUN APAfITMENTS NE 114, SE 1/4, SEC24, TWN.17 N., RING. 1 E, W.M. OFFSITE IMPROVEMENT PLAN CONSTRUCTION NOTES O SAWCUT EXISTING ROAD PAVEMENT. REMOVE ASPHALT AS HATCHED AND HAUL OFF SITE TO APPROVED DISPOSAL SITE. CONSTRUCT NEW ROAD SECTION PER UTILITY PATCH DETAIL ON THIS SHEET & ENT. RS7. OCONSTRUCT TYPE IV CURB RAMP AS SHOWN AND PER DETAIL ON THIS SHEET. O CONSTRUCT TYPE I CEMENT CONCRETE APPROACH AS SHOWN AND PER DETAIL ON SHEET R51. 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 TO BACK OF CURB. ©CONTRACTOR TO RELOCATE/ REPLACE EXISTING STREET TREE. CONTRACTOR TO COORDINATE WORK WITH CITY OF YELM. O7 CONTRACTOR TO INSTALL STANDARD CROSSWALK AS SHOWN AND PER CITY OF YELM STANDARDS AND DETAIL ON SHEET RS2. ® CONTRACTOR TO INSTALL C.B.U. AS SHOWN AND PER DETAIL ON SHEET RS2. PAD AREA A MMPAOT1a'.PMm. IANOIN G To MATCH 1, Provideasepa rate fCUm Rampal ore..DRIMkidmunmerkedcrosswalk, Caro ROmplocabon ball bep cad within the wide often associated crosswalkorasTharwnlnNeCentraclPlans - GnAUE e"EAN 2, Where'GRADE BRIEAK'IS called out, the entire le��ppth� of Meg2de break between thBtyBadlawntsudaceplanesshallDa flush. Lune PAM°A10mi- sEECODnuLT Puns B, Do not place Goliinµs JUNARD Boxes, Access Covers, Droner apwl namme n front of M a Curb Ramp or on any p ri dthe Curb Ramp or Landing. iE 0 \MINLTPLWG- EFER wIpiN- NACETI Se et he tar Cur[ Rigns andB cum designspeci Cut see 3 r, andd Pla 4 F-10.12 IeIenrCun Eewand GUder, Depressed CUb atM GUtter,aM MADE "BAN uNDING� cROSSw Wlnwc � PER CK -R.23 SEE NDTEA 4'- F'MIN. 15 PMIX. SEE PLANS- CDR. RA P C. BPEN( BRAVE I. sEE COnTPACT NPOR OCONTULT cEMENI CONCRETE SIOEWNr SEE CONTULiPUNS- PATCH P A BE NOTES PLAN VIEW 0'- O'MIN. em''°MP%. INCOME Carl TR'lYP' IBEPREBSEDLURDfJJOGIRIER- CULAR 8 MOS E, EPK TRANSITION To CEMENT `GEE NGIE♦ mEw SEE CONTRACT G. - Sd%='_, EREwAI SEENOTES TOP OF ROADWAY 444 Ix - 02 FT /FT_ UVe CEMENT CONCRETE. LURE ' YB'EFPAN&ON� AND DUTTER EEE NOTEI FLARE O"I JOINT IrvPJ - sEE or C NGICE55EDCURBANDGUTIER- CRRB ROMP 9TNIpAM PL0.Y xaxF c SET E%PANSIOx SEE aT DARO PLAN F50.12 CURB RADIUS DETAILO - JOINT ITVR I -SEE 1 vu iµeABp PLAIIf�e.10 IRPCE 4" BpE.gg TPANS11IM TO a It. SRPFER IF RIVE SOILS G RREM PRESENT.Oa TO OF rand OCC .1- 959, COME. ,a1%Mpk tiIIL SEE I� 100 %MAX cdllPAGiPUNS v ¢BIB L ' mm OR CUPB C. OR OURR NO UTIAG- SEE NM,4 ETECTA WARNING SURFAOE- s O.'i B�L D SEE STANOMD PLAN Ed5.10 FACE OF Clad FACE OF CU's PAD AREA 0 NOTES cuae RAMP wIDTaa' -rcraw tANO1NG T OMATORCU B. Wme- SEFF.. CTPUrvS 1, Provideasepa rate fCUm Rampal ore..DRIMkidmunmerkedcrosswalk, Caro ROmplocabon ball bep cad within the wide often associated crosswalkorasTharwnlnNeCentraclPlans - GnAUE e"EAN 2, Where'GRADE BRIEAK'IS called out, the entire le��ppth� of Meg2de break between thBtyBadlawntsudaceplanesshallDa flush. (CH .WNWIIH BUFFER) B, Do not place Goliinµs JUNARD Boxes, Access Covers, Droner apwl namme n front of M a Curb Ramp or on any p ri dthe Curb Ramp or Landing. iE 0 \MINLTPLWG- EFER wIpiN- NACETI Se et he tar Cur[ Rigns andB cum designspeci Cut see 3 r, andd Pla 4 F-10.12 IeIenrCun Eewand GUder, Depressed CUb atM GUtter,aM ED. No OEPTIFFEI) cROSSw 0 5 Sege COher Plan,F'3010 for Cement Concrete Sldewasceails. Mans 1 width and placement of aldewalk. The Bq ltem'Ceme.nt Concrete CUT Ramp Ty "Mrxaodtlndade 6, =Sent Sent Curb,C ut and Gutter, Depresse�ORB and Gutler. Pedes ran Curb, or Sidewalk "a Cut Ramp malpimum mnnin9 slope shall not require the temp Isfill Y, to exceed I5lfRM to amid chasmy the slopolMeonllelY when wnnec6y to sleepp des. Whlan applyying the l5 -faot maximum length, the running slope of the Curb Ramp shall as terms feasible. Cum RamVV,� Landingg and flares shall receive heard finish. Sae S. SandaraSce.MCStl.be LEGEND SDOPE w EITRER pIRECnoN TYPE PERPENDICULAR A NO. OEPECtoul CURB AND GUTTER- DESCRIPTION DEPRESSED CURB AND GUTTER UBAFUEl MEASURE PAM11Et (CH .WNWIIH BUFFER) sEE Norm c�OSSwAUc EBIS STANDARDPVJIFISID o cu cROSSw GJM � PER CK -R.23 SEE NDTEA 4'- F'MIN. 15 PMIX. C S C. BPEN( sEE COnTPACT NPOR SEE E.7 GOMIsLOPE- PATCH P A sIAPe TRFATAENr- PLAN VIEW PLAN VIEW em''°MP%. �s TR'lYP' IBEPREBSEDLURDfJJOGIRIER- CULAR 8 5 Sege COher Plan,F'3010 for Cement Concrete Sldewasceails. Mans 1 width and placement of aldewalk. The Bq ltem'Ceme.nt Concrete CUT Ramp Ty "Mrxaodtlndade 6, =Sent Sent Curb,C ut and Gutter, Depresse�ORB and Gutler. Pedes ran Curb, or Sidewalk "a Cut Ramp malpimum mnnin9 slope shall not require the temp Isfill Y, to exceed I5lfRM to amid chasmy the slopolMeonllelY when wnnec6y to sleepp des. Whlan applyying the l5 -faot maximum length, the running slope of the Curb Ramp shall as terms feasible. Cum RamVV,� Landingg and flares shall receive heard finish. Sae S. SandaraSce.MCStl.be LEGEND SDOPE w EITRER pIRECnoN TYPE PERPENDICULAR A NO. TYPE RERPENBI DESCRIPTION TRAVEL WAY UETECi WAERNGSURFACC- (CH .WNWIIH BUFFER) CEMENT CONCRETE DETECTABLEMINNNGSURFACE - GJM EBIS STANDARDPVJIFISID PLANTER SIDEWALK PEDESMAN CUM SEE STANDARD PLAN 1.10 GJM � PER CK -R.23 SEE NDTEA 4'- F'MIN. 15 PMIX. C S C. BPEN( sEE COnTPACT NPOR SEE E.7 GOMIsLOPE- PATCH P A sIAPe TRFATAENr- em''°MP%. �s TR'lYP' IBEPREBSEDLURDfJJOGIRIER- SEEaTANBMDP1ANFiafO MOS E, EPK �w `GEE NGIE♦ Za% Sd%='_, TOP OF ROADWAY 444 .02 FL/FT - 02 FT /FT_ UVe CEMENT CONCRETE. LURE ' •. AND DUTTER EEE NOTEI IANBING OUR. MME T e w or C NGICE55EDCURBANDGUTIER- CE c SEE aT DARO PLAN F50.12 CURB RADIUS DETAILO - SECTION O CURB RAMP PER THIS SHEET. Al REENI ISOMETRIC VIEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR 8 PAY LIMIT NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. PERPENDICULAR CURB RAMP SHEET 1 OF 1 SHEET &20/13 LONGA41RE ST. S.E. NGRIPLANGVIEW D NOTES: 1. WHERE APPROACH EXCEEDS 16' WIDTH A. FULL DEPTH EXPANSION JOINT SHALL BE PLACED L ONGITUDINALI F, CENTERED IN THE APPROACH. 2- 11011 AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCREE 3, REFER TO SECTION 48.140, 'FELM DEVELOPMENT GUIDELINES. CEMEfvIT CONCRETE APPROACH I APPROVED Owl NO- PUBIJC WORKS DIRECTOR DATE 4 —� S —C I S —C I S RM! I 28.0 --I EXISTING NG I TRAFFIC LANE M PROPOSED I PROPOSED PLANTER 5TKJP I 51DIDWALK `- -EX15 -11NG G —�� CGRB Row DEDICA'ION SECTION A -A PROPOISED N S. APPROVED FOR CONSTRUCTION BY: DATE: Director of &Iblic Works APPROVAI. SCALE: 1 " =10' 0 5 10 20 VERTICAL DATUM THURSTON COUNTY NGVD 29 117252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 16• NO. 7' 5' DESCRIPTION TRAVEL WAY 1 NEW NEW PER CITY MARK -UP GJM 2 PLANTER SIDEWALK PER CITY MARK -UP GJM � PER CK -R.23 � x 2' C S U PAVEMENT PATCH P A 'O _] �s Z nc FJ �w Z CJ w sit, .02 FL/FT NO 02 FT /FT_ UVe 0, ! ST FPp u FP w or z CE c NLW CURB CUT FOR DRIVEWAY/ - CURB RAMP PER THIS SHEET. 8" 9.S.B.C. 4" ASPHALT CONCRETE RIVE SOILS UNYIELDING SUB -BASE 959, COME. LONGMIRE .ST. S. E. PATCH DETAIL LEGEND —Pi 4� — PROPERTY LINE —RfW -- I LINE — — - - EASEMENT LINE ■ PROPOSED STORM CATCH BASIN — PROPOSED STORM LINE �-. PROPOSED LIGHT POLE PROPOSED SIDEWALK - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR �, - EXISTING EDGE OF PAVEMENT V EXISTING STORM MANHOLE DD EXISTING STORM MAIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN EXISTING POWER POLE l.J EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN �o( 0.00 PROPOSED TOP OF PAVING SPOT ELEVATION 0,00 EXISTING TOP OF PAVING SPOT ELEVA DON REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM � Q�s � v C S U z 'O P FR II 8115 II ro C, NO NO 2 s �A z ly 2 o vl MI U� Q oT ICJ tJ� Y zn" 2 C, 1 F',C UQ � d I n n F- tD CJ '^ 0 w �I Q Q Q= V I c9 VJ� � Q�s � v C S U z 'O �s �w u ICT w or z CE c ro C, NO NO 2 s �A z ly 2 o vl MI U� Q oT ICJ tJ� Y zn" 2 C, 1 F',C UQ � d I n n F- tD CJ '^ v v v Q � V m v c9 VJ� � Q�s � v C S U N 'O N 1 LLJ CL I,_ O DAIC 4 10 - -74 )HAWING NC 811513ASE 4FET22 OF ,°-,