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Letter of Denial - Creek Street Daycare Planning & Building Department 906 Rhoton Road Southeast Yelm, WA 98597 Aishron LLC 10501 Creek ST SE Yelm, WA 98597 Aishron LLC, After review of your application, we have come to the conclusion that the proposed outdoor play area is inconsistent with Washington Administrative Code 170-296A-4925 (1) and Section 18.01.060 of the Yelm Municipal Code. Washington Administrative Code 170-296A-4925 (1): “Licensed outdoor space. The licensee must provide a safe outdoor play area on the premises.” Yelm Municipal Code: 18.01.060 the provisions of this title shall be held to be minimum requirements, adopted for the promotion of the public health, safety and general welfare. It is our determination that the proposed outdoor play creates a considerable threat to safety and general welfare of children for the following reasons:  Proposal includes an outdoor play area without any setback or buffer zone between an active truck route and the recreation area. I’ve attached the original site plan for this building to the bottom of this letter, showing the truck route. A portion of the playground would be located in the existing easement, which is a buffer to protect building from turning trucks.  Proposal includes outdoor play area with screening but without any setback or buffer zone between transformer and electric stub. Based on the information above, I am unable to approve this proposal at this location. All decisions can be appealed to the hearing examiner at https://lf.yelmwa.gov/forms/spr. If you have any questions, please don’t hesitate to contact me. Sincerely, Andrew Kollar, Assistant Planner Building and Planning Department 360.400.5001 PRAIRIE PLAZA SHOPPING CENTER COVER SHEET AND HORIZONTAL CONTROL A PORTION OF SEC. 30, TWP. 17 N., RGE 2 E, W.M. CITY OF YELM, THURSTON COUNTY, WAShWVGTON ro I I I I GRAPHIC'a CALE1 I - ) I EW Bm ING REB R & CAP xo o ro xo u\ •o LS 129278 ELEV 346 3 N 17,2 967l ( IN FEEL) E 1999 9007 - 1 Inch - 20 ft. 11, 50 CONTOUR INTERVAL = 0.5' li 3-> SO N89.58'36 'W 342.32' 34g , ) U Pao. I S` TRUCK ACCESS ONLY i t I i i I / 24' / 4'R 240' o. 24 PROPOSED BUILDING 240'x 50' ap y --" ®© 50' S °'V- = 12' 20' B" - TYPE IV RAMP SEE D11 TAIL SHi 4 FUTURE DEVELOPMENT TYPE I RAMP a - SEE'DETAIL SIHT_ 4 a , i a ^ LALa lea T w TYP. LL o \ 349, a9 20 \\ 0.83' T LEGEND WL LOCH HYO EXISTING HYDRANT -SS- -- -SS- PROPOSED SAN. SEWER SYSTEM DQ EXISTING WATER VALVE PROPOSED CURBING L TRANSFORMER TEMPORARY SILT FENCE ION ELECTRIC STUB {I „,i; NTrT ii MlM i:iU1i F] EXISTING CATCH BASIN CO SEDIMENT BARRIER O 22" DARK BROWN VERY GRAVELLY LOAM STORM C.O. 53" EXTREMELY GRAVELLY MEDIUM SAND EXISTING R & C /18.M. NTH SOME COBBLES ELEV. = 346.93 DARK GRAY GRAVELLY MEDIUM TO COARSE SAND D 34631 SPOT ELEVATION 26" DARK BROWN GRAVELLY LOAM EXISTING CONTOURS 48' GRAYISH BROWN EXTREMELY GRAVELLY MEDIUM SAND EXISTING EDGE OF PAVEMENT WITH COBBLES EXISTING FLOW LINE DARK GRAY VERY GRAVELLY MEDIUM SAND EXISTING CURB & GUTTER WITH SOME COBBLES ROAD CENTERLINE 346.81 W -W- EXISTING WATER LINE 24" DARK BROWN GRAVELLY LOAM PROPOSED SIDE -WALK 74" GRAYISH BROWN EXTREMELY GRAVELLY COARSE SAND L_ __-J WITH COBBLES 75" -120" DARK GRAY EXTREMELY GRAVELLY COARSE SAND PATH SOME COBBLES TYPE I RAMP a - SEE'DETAIL SIHT_ 4 a , i a ^ LALa lea T w TYP. LL o \ 349, a9 20 \\ 0.83' T 1 1 I I I I I I I 9' 24( Elf. 0.83' TYPE I RAMP a SEE DETAIL SH i. 4 (( 10 TYPE IV' RAMP 13.18' TYP" B' SEE DETI11_ SHT 4. 34650 . 4 ryQ III P.. TYY tV RAMP 1 SEE DETAIL SKT. 4 27.5' 34750 O ENTRAP GENERAL NOTES I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE WASHINGTON STATE DEPT. OF 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. CATCH BASINS SHALL BE EQUIPPED WITH SEDIMENT BARRIER DURING CONSTRUCTION SEE DETAIL SHEET 4). 1 CLEANOUTS TO MEET WASHINGTON STATE DEPT. OF TRANSPORTATION STANDARD PLANS EXCEPT SIZE PER PLAN, 4, CATCH BASINS SHALL BE TYPE I WITH 82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 5. IT WILL BE THE DEVELOPER'S OR HIS AGENT'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES IN ORDER TO ASSURE THAT ALL LINES, PIPES, POLES, AND OTHER APPURTENANCES ARE PROPERLY LOCATED AND THEIR INSTALLATION IS COORDINATED WITH THE ROAD CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE DEVELOPER AND MUST BE IN ACCORDANCE PATH STANDARDS ADOPTED BY THE CITY OF YELM. 6. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 7. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY Of THE APPLICANT. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY THE CITY OF YELM AND WITHIN 18 MONTHS THEREAFTER SHALL BE CORRECTED BY THE DEVELOPER. 8. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE M.U.T.C.D. 9. WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING, OVERLAY AND FEATHER NEW PAVEMENT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING. APPLY TRACK COAT TO INSURE PROPER BONDING. 110. CONTRACTOR SHALL COORDINATE NTH OWNER /ARCHITECT FOR ELECTRICAL, GAS, TELEPHONE AND CABLE T.V. LOCATIONS. COORDINATE WITH UTILITY OWNER CONCERNING SIZES AND LOCATIONS. 1 1 i I I I 1 II I'j I A UM I la II it i i p J r II II I ;1 VERTICAL DATUM NGVD 29 I; I PER SURVEY COMPLETED 1994 BY ATES LAND SURVEYORS BRASS CAP AT CREEK STREET AND 103RD CPS R2.UE EV COUNTY3 31I I STA. 61+28.49 o - - - ( PER S.C.A. STATIONING) I JIIT-, I I I I P 0,83' 5, I IT I 6 1 w I II II I II v I 7 II IIi# I II I I1 al I 351 35' --' 28.65 II 311 12" STORM(PER SCA DEIGN) 21 I I STA 59 +71.41 14.59' LT IS .0 A.) xI EXIST CB. LE. = 344 44 12 " (s) I- DESIGN 1 ICI I r I.E. = 344.44 8" (N) DESIGN 12" STORM(PER SCA DEIGN) ISTA. _59+65.25_ PER S.C.A. STATIONING) 39.60' F ---- 55' LEGEND WL LOCH HYO EXISTING HYDRANT -SS- -- -SS- PROPOSED SAN. SEWER SYSTEM DQ EXISTING WATER VALVE PROPOSED CURBING L TRANSFORMER TEMPORARY SILT FENCE ION ELECTRIC STUB {I „,i; NTrT ii MlM i:iU1i CLEARING LIMITS F] EXISTING CATCH BASIN CO SEDIMENT BARRIER O SAN SEWER CO. 22" DARK BROWN VERY GRAVELLY LOAM STORM C.O. 53" EXTREMELY GRAVELLY MEDIUM SAND EXISTING R & C /18.M. NTH SOME COBBLES ELEV. = 346.93 DARK GRAY GRAVELLY MEDIUM TO COARSE SAND D EXISTING IRON PIN 34631 SPOT ELEVATION 26" DARK BROWN GRAVELLY LOAM EXISTING CONTOURS 48' GRAYISH BROWN EXTREMELY GRAVELLY MEDIUM SAND EXISTING EDGE OF PAVEMENT WITH COBBLES EXISTING FLOW LINE DARK GRAY VERY GRAVELLY MEDIUM SAND EXISTING CURB & GUTTER WITH SOME COBBLES ROAD CENTERLINE 346.81 W -W- EXISTING WATER LINE 24" DARK BROWN GRAVELLY LOAM PROPOSED SIDE -WALK 74" GRAYISH BROWN EXTREMELY GRAVELLY COARSE SAND L_ __-J WITH COBBLES 1 1 I I I I I I I 9' 24( Elf. 0.83' TYPE I RAMP a SEE DETAIL SH i. 4 (( 10 TYPE IV' RAMP 13.18' TYP" B' SEE DETI11_ SHT 4. 34650 . 4 ryQ III P.. TYY tV RAMP 1 SEE DETAIL SKT. 4 27.5' 34750 O ENTRAP GENERAL NOTES I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE WASHINGTON STATE DEPT. OF 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. CATCH BASINS SHALL BE EQUIPPED WITH SEDIMENT BARRIER DURING CONSTRUCTION SEE DETAIL SHEET 4). 1 CLEANOUTS TO MEET WASHINGTON STATE DEPT. OF TRANSPORTATION STANDARD PLANS EXCEPT SIZE PER PLAN, 4, CATCH BASINS SHALL BE TYPE I WITH 82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 5. IT WILL BE THE DEVELOPER'S OR HIS AGENT'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES IN ORDER TO ASSURE THAT ALL LINES, PIPES, POLES, AND OTHER APPURTENANCES ARE PROPERLY LOCATED AND THEIR INSTALLATION IS COORDINATED WITH THE ROAD CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE DEVELOPER AND MUST BE IN ACCORDANCE PATH STANDARDS ADOPTED BY THE CITY OF YELM. 6. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 7. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY Of THE APPLICANT. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY THE CITY OF YELM AND WITHIN 18 MONTHS THEREAFTER SHALL BE CORRECTED BY THE DEVELOPER. 8. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE M.U.T.C.D. 9. WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING, OVERLAY AND FEATHER NEW PAVEMENT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING. APPLY TRACK COAT TO INSURE PROPER BONDING. 110. CONTRACTOR SHALL COORDINATE NTH OWNER /ARCHITECT FOR ELECTRICAL, GAS, TELEPHONE AND CABLE T.V. LOCATIONS. COORDINATE WITH UTILITY OWNER CONCERNING SIZES AND LOCATIONS. 1 1 i I I I 1 II I'j I A UM I la II it i i p J r II II I ;1 VERTICAL DATUM NGVD 29 I; I PER SURVEY COMPLETED 1994 BY ATES LAND SURVEYORS BRASS CAP AT CREEK STREET AND 103RD CPS R2.UE EV COUNTY331I I STA. 61+28.49 o - - - ( PER S.C.A. STATIONING) I JIIT-, I I I I P 0,83' 5, I IT I 6 1 w I II II I II v I 7 II IIi# I II I I1 al I 351 35' --' 28.65 II 311 12" STORM(PER SCA DEIGN) 21 I I STA 59 +71.41 14.59' LT IS .0 A.) xI EXIST CB. LE. = 344 44 12 " (s) I- DESIGN 1ICII r I.E. = 344.44 8" (N) DESIGN 12" STORM(PER SCA DEIGN) ISTA. _59+65.25_ PER S.C.A. STATIONING) 39.60' F ---- 55' APP OVED FOR CONSTRUCIION By I-- ,DATE:1642 of DIRECTOR PUBLIC WORKS APPROVAL A aEXPIRES: to.n. !p N N 4p C VICINITY MAP NOTE: EXPOSE CONNECTION POINTS AND VERIFY FITTINGS 48 N SHUT-DOWN NOTIGEs ONE-CALL NO TE : 1 -800- 424 -5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE, POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR FOR THE FINAL LOCATI UJ C4 OC zIIN ON OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN DATE r s•I 1 1. TOTAL SITE AREA: 12.32 ACRES PHASE I BULIDING AREA: 12,000 S.F. PARKING STALLS: 57 TOTAL - 2 HC VAN STALLS, 55 STD. STALLS) PARCEL NUMBERS: 22730110103, 22730110104, 2273040101, LOTS 2 - 4 SS -8017 1.) COVER SHEET & HOIZONTAL CONTROL 2.) GRADING, DRAINAGE AND T.E.S.C. PLAN 3.) SANITARY SEWER AND WATER PLAN 4.) STORM DESIGN DETAIL SHEET AND WATER DESIGN NOTES 5.) SEWER /WATER DETAIL SHEET CONSTRUCTION SEOUENCE I.) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AT THE LOCATION(S) SHOWN ON THE GRADING, DRAINAGE AND FE.S.C. PLAN SHEET. 2.) PLACE FILTER FABRIC BETWEEN GRATE AND FRAME OF ALL EXISTING CATCH BASINS SUBJECT TO POTENTIAL SILT LADEN RUNOFF FROM SITE, 3.) INSTALL FILTER FABRIC FENCE AS NEEDED, OR AS SHOWN ON THE GRADING DRAINAGE AND T.E.S.C. PLANS. COMPLETE INSTALLATION OF ALL OTHER EROSION CONTROL MEASURES. 4.) PERFORM CLEARING, GRUB81NG AND EARTHWORK OPERATIONS ASSOCIATED WITH ROAD, PARKING LOT, BUILDING PAD AND UTILITIES CONSTRUCTION. 5.) INSTALL WATER, STEP, AND STORM DRAINAGE IMPROVEMENTS. INSTALL OR RE- LOCATE ALL OTHER UTILITY LINES, I.E. GAS, POWER, TELEPHONE. CABLE T.V. 6.) INSTALL INLET PROTECTION DEVICES FOR ALL NEW CATCH BASINS. 7.) HYDROSEED ALL EXPOSED AREAS SUBJECT TO EROSION, I.E. SLOPES, RUNOFF PATHS, FLOWLINES, ETC. 8.) COMPETE SITE AND ROAD IMPROVEMENTS. 9.) REMOVE EROSION CONTROL FACILITIES ONCE SITE IS STABILIZED. TT r t I rT s TN omm rn r•rpnasm nPi n p UC K o = a o3a E d c" V Yhv 7 I Q PRINTED CT 2 2 19971 WAPEX SHEET 'I 1 OF -5 F" NO _7 WL LOCH O7 ELEV. 346.01 0 - 29" DARK BROWN GRAVELLY LOAM 29 "- 9' GRAYISH BROWN VERY GRAVELLY COARSE SAND W /COBBLES 2O ELEV. 347.31 0 - 22" DARK BROWN VERY GRAVELLY LOAM 22 "- 53" EXTREMELY GRAVELLY MEDIUM SAND NTH SOME COBBLES 53" -108" DARK GRAY GRAVELLY MEDIUM TO COARSE SAND O ELEV. 34631 0 - 26" DARK BROWN GRAVELLY LOAM 26 "- 48' GRAYISH BROWN EXTREMELY GRAVELLY MEDIUM SAND WITH COBBLES 48" -108" DARK GRAY VERY GRAVELLY MEDIUM SAND WITH SOME COBBLES Q ELEV. 346.81 0 - 24" DARK BROWN GRAVELLY LOAM 24 "- 74" GRAYISH BROWN EXTREMELY GRAVELLY COARSE SAND WITH COBBLES 75" -120" DARK GRAY EXTREMELY GRAVELLY COARSE SAND PATH SOME COBBLES APP OVED FOR CONSTRUCIION By I-- ,DATE:1642 of DIRECTOR PUBLIC WORKS APPROVAL A aEXPIRES: to.n. !p N N 4p C VICINITY MAP NOTE: EXPOSE CONNECTION POINTS AND VERIFY FITTINGS 48 N SHUT-DOWN NOTIGEs ONE-CALL NO TE : 1 -800- 424 -5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE, POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR FOR THE FINAL LOCATI UJ C4 OC zIIN ON OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN DATE r s•I 1 1. TOTAL SITE AREA: 12.32 ACRES PHASE I BULIDING AREA: 12,000 S.F. PARKING STALLS: 57 TOTAL - 2 HC VAN STALLS, 55 STD. STALLS) PARCEL NUMBERS: 22730110103, 22730110104, 2273040101, LOTS 2 - 4 SS -8017 1.) COVER SHEET & HOIZONTAL CONTROL 2.) GRADING, DRAINAGE AND T.E.S.C. PLAN 3.) SANITARY SEWER AND WATER PLAN 4.) STORM DESIGN DETAIL SHEET AND WATER DESIGN NOTES 5.) SEWER /WATER DETAIL SHEET CONSTRUCTION SEOUENCE I.) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AT THE LOCATION(S) SHOWN ON THE GRADING, DRAINAGE AND FE.S.C. PLAN SHEET. 2.) PLACE FILTER FABRIC BETWEEN GRATE AND FRAME OF ALL EXISTING CATCH BASINS SUBJECT TO POTENTIAL SILT LADEN RUNOFF FROM SITE, 3.) INSTALL FILTER FABRIC FENCE AS NEEDED, OR AS SHOWN ON THE GRADING DRAINAGE AND T.E.S.C. PLANS. COMPLETE INSTALLATION OF ALL OTHER EROSION CONTROL MEASURES. 4.) PERFORM CLEARING, GRUB81NG AND EARTHWORK OPERATIONS ASSOCIATED WITH ROAD, PARKING LOT, BUILDING PAD AND UTILITIES CONSTRUCTION. 5.) INSTALL WATER, STEP, AND STORM DRAINAGE IMPROVEMENTS. INSTALL OR RE- LOCATE ALL OTHER UTILITY LINES, I.E. GAS, POWER, TELEPHONE. CABLE T.V. 6.) INSTALL INLET PROTECTION DEVICES FOR ALL NEW CATCH BASINS. 7.) HYDROSEED ALL EXPOSED AREAS SUBJECT TO EROSION, I.E. SLOPES, RUNOFF PATHS, FLOWLINES, ETC. 8.) COMPETE SITE AND ROAD IMPROVEMENTS. 9.) REMOVE EROSION CONTROL FACILITIES ONCE SITE IS STABILIZED. TT r t I rT s TN omm rn r•rpnasm nPi n p UC K o = a o3a E d c" V Yhv 7 I Q PRINTED CT 2 2 19971 WAPEX SHEET 'I 1 OF -5 F" NO _7 12' ADS N -12 0 0.07. SYSTEM A: IE = 342.45 SYSTEM B: IE = 341.55 SINGLE LAYER OF MIRAFI 140NS DRAINAGE FABRIC OVER TOP AND SIDE OF SAND BED SYSTEM A. IE = 342.92 - SYSTEM B: IE = 341.89 - HOLES FACING DOWN PRAIRIE PLAZA 6HOPPINO CENTER GRADING, DRAINAGE AND T"E.S C. PLAN A PORTION OF SEC 30, TWP. 17 N, AGE 2 E, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TRENCH BACKFiLL TO BE 3/4'- 1 1/2' Z RM WASHED ROCK OR BETTER NVEM B" ADS N -12 0 0.09. O O I40NS DRAINAGE FABRIC SYSTEM A: IE = 342.92 4,5' SYSTEM B: IE = 341.89 5 q CB +1A TYPE I W /SOLID LID 347.39 SYSTEM A: ELEV = 344.25 20018.8397 i O O SYSTEM B: ELEV = 343.22 PRAIRIE PLAZA 6HOPPINO CENTER GRADING, DRAINAGE AND T"E.S C. PLAN A PORTION OF SEC 30, TWP. 17 N, AGE 2 E, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON LLJ I 3 :REMOVE EXISTING ; d' PAVING 4" -R 347 REFUSE n °j I a FUTURE X69, DEVELOPMENT_ 3968 1.24 % - 4. LF 8'41S 34 N -12 0 2.5% CB5B 21 LF I , f 1 WELL HOUSE I I I I 1 ADS N -12 - FABRICATED TEE SLOPE PER PLAN FINISH GRADE SYSTEM A: ELEV. = 344.25 SYSTEM 8: ELEV = 343.22 CAP Q 6 L W.. INfIL. TRENCH 2 8" AD N -12 PERF. 8 boSo° ° o o 6' 2' SAND BED 3' MIN, 1 SLOPE PER PLAN FINISH AGRDE 1' EMERGENCY OVERFLOW 6, OUTLET TO QUANTITY INFIL. TRENCH 6 M0. 24 HR ELEV. SYSTEM A: IE = 34175 6' SYSTEM B: IE = 342.72 TYPE 2 48" C.B. INFLTRA ]ON TRENCH /CATOH BASIN DUAL N. T.S THIS PLAN 5 PRKMC, I_X IHEFY.4AL M LAR, CARE MUST BE TAKEN WHEN REPRO OLIOM. 3 <s N -12 GRAPHIC' SCALE M 0 .0 30 b p IN FEET ) I inch 20 I4 -' s ti 6 tip• ' . 12" ADS N -12 1.0% 4 LF $'ADS 0y N -12 0 2.5% i" mo 6' ROOF 4RAR+ TIGHTLINE 0 1.0% MIN. CLEANOUT -TYP. - SEE DETAIL SHL 4) , LIMITS OF CLEARING 2 -1.0% If 1.D% FILTER 0 0 ,J mnunnnun U \4 LF 8 "ADS a TRENCH N -12 0 2.5% SEE THIS SHT. LFT. FOR X- SECTION PROPOSED BUILDING - 240' x 50' PROPOSED FF = 347.85 e 0. 12" ADS N -12 PERF- a wo 1 8' ADS N -12 t 1 1 I I I I I I If .,_.. -... LID N -12 u 12' ADS N -12: PERF 6' ROOF BRAIN NOTE: TIGHTLINE 0 1.0% MIN. I. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE DOWNSPOUT LOCATION WITH OWNER /ARCHITECT. ALL ROOF DRAINAGE SHALL BE CONVEYED TO TRENCH SYSTEM W. Y - 04,115 FC ` V ti ^ o o TRAIIILF6' S -y 9. 8q ' itci . A TRENCH 12" ADS N -12 PERF, "` A CB 4, „„ 8- ADS N -12 PERF FILTER NCH 10% THIS 1. LI I X- cTION n I. I K- r ilk 7 Ul RI t _ 347.50 NA OO 2' SINGLE LAYER OF MIRAH Z RM x NVEM i CB O O I40NS DRAINAGE FABRIC 34212 8' PERF (E) 9989.4590 20018.8415 OVER SAND BED W 343.75 8" (S) CB +1A TYPE I W /SOLID LID 347.39 0 9984.9590 20018.8397 i W O D 3 2' SAND CB #2 TYPE 2 48" W/82o GRATE 347.36 CONSOLIDATED DEPTH).TYPICALISANDSIZETOBE0.02 - 0.04 9989.4204 I g 0 CH DIAMETER 343.75 8" (S) SYSTEM A: ELEV = 340.25 20 MIL PVC LINER TYPE I W /SOLID LID 347.45 SYSTEM B: ELEV = 339.22 20113.8397 SA T & - EXISTING REB~R & CAP SECTION 'A -A' MARCHI EXISTING a LS /29278 I ELEV TYPE 2 48" W/B2o CRATE 347.26 34212 8- PERF (E,W) a 0' a6 346.93 N 17.2967 0 343.75 8" (S) E 1999 .9007 ' CB #3A TYPE I W /SOLID LID 347.35 34145 12' PERF (E,W) 9984.9382 20201.8910 O h 343.65 8" (N) 7a J. a1 347.25 348 _ 9989.3529 ry Q } 1 343.75 8" (S) 1.0% LLJ I 3 :REMOVE EXISTING ; d' PAVING 4" -R 347 REFUSE n °j I a FUTURE X69, DEVELOPMENT_ 3968 1.24 % - 4. LF 8'41S 34 N -12 0 2.5% CB5B 21 LF I , f 1 WELL HOUSE I I I I 1 ADS N -12 - FABRICATED TEE SLOPE PER PLAN FINISH GRADE SYSTEM A: ELEV. = 344.25 SYSTEM 8: ELEV = 343.22 CAP Q 6 L W.. INfIL. TRENCH 2 8" AD N -12 PERF. 8 boSo° ° o o 6' 2' SAND BED 3' MIN, 1 SLOPE PER PLAN FINISH AGRDE 1' EMERGENCY OVERFLOW 6, OUTLET TO QUANTITY INFIL. TRENCH 6 M0. 24 HR ELEV. SYSTEM A: IE = 34175 6' SYSTEM B: IE = 342.72 TYPE 2 48" C.B. INFLTRA ]ON TRENCH /CATOH BASIN DUAL N. T.S THIS PLAN 5 PRKMC, I_X IHEFY.4AL M LAR, CARE MUST BE TAKEN WHEN REPRO OLIOM. 3 <s N -12 GRAPHIC' SCALE M 0 .0 30 b p IN FEET ) I inch 20 I4 -' s ti 6 tip• ' . 12" ADS N -12 1.0% 4 LF $'ADS 0y N -12 0 2.5% i" mo 6' ROOF 4RAR+ TIGHTLINE 0 1.0% MIN. CLEANOUT -TYP. - SEE DETAIL SHL 4) , LIMITS OF CLEARING 2 -1.0% If 1.D% FILTER 0 0 ,J mnunnnun U \4 LF 8 "ADS a TRENCH N -12 0 2.5% SEE THIS SHT. LFT. FOR X- SECTION PROPOSED BUILDING - 240' x 50' PROPOSED FF = 347.85 e 0. 12" ADS N -12 PERF- a wo 1 8' ADS N -12 t 1 1 I I I I I I If .,_.. -... LID N -12 u 12' ADS N -12: PERF 6' ROOF BRAIN NOTE: TIGHTLINE 0 1.0% MIN. I. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE DOWNSPOUT LOCATION WITH OWNER /ARCHITECT. ALL ROOF DRAINAGE SHALL BE CONVEYED TO TRENCH SYSTEM W. Y - 04,115 FC ` V ti ^ o o TRAIIILF6' S -y 9. 8q ' itci . A TRENCH 12" ADS N -12 PERF, "` A CB 4, „„ 8- ADS N -12 PERF FILTER NCH 10% THIS 1. LI I X- cTION n I. I K- r ilk 7 Ul RI t _ 347.50 NAAE TMWE Z RM x NVEM i CB TYPE 2 48" W/132a GRATE 347.30 34212 8' PERF (E) 9989.4590 20018.8415 W 343.75 8" (S) CB +1A TYPE I W /SOLID LID 347.39 342.45 12" PERF (E) 9984.9590 20018.8397 W 343.65 8" (N) CB #2 TYPE 2 48" W/82o GRATE 347.36 342.92 12" PERF (E,W) 9989.4204 20113.8415 g 0 343.75 8" (S) CB i2A TYPE I W /SOLID LID 347.45 342.45 8" PERF (E,W) 9984.9204 20113.8397 34165 8" (N) CB #3 TYPE 2 48" W/B2o CRATE 347.26 34212 8- PERF (E,W) 9989.4382 10201.8928 0 343.75 8" (S) CB #3A TYPE I W /SOLID LID 347.35 34145 12' PERF (E,W) 9984.9382 20201.8910 343.65 8" (N) CB M TYPE 2 48' W/82o GRATE 347.25 34292 8" PERF (W) 9989.3529 20299.3577 343.75 8" (S) CB #U TYPE I W /SOLID LID 347.34 34145 12" PERF (W) 9984.8529 20299.3559 R! 343.65 8" (N) CS f5 TYPE 1 W /SOLID LID 346.69 341.89 8' PERF (E) 9883.6949 20053.3083 s 342.72 8" (N) 341.89 8" (W) CB }JA TYPE I W /SOLID LID 346.75 34L55 12" PERF (E) 9888.1949 20053.3101 342.62 8" (S) TYPE 2 48" W/132a GRATE 346.47 342.00 8" (E) 9888.2037 20031.8495 CB TYPE 2 48" W/82o GRATE 346.22 341.89 8' PERF (E,W) 9888.1536 20155.0290 342.72 8" (N) CB "A 7YPE I W /SOLID LID 346.38 341.55 12" PERF (E.W) 98816536 20155.0272 342.62 8- (S) CB #7 TYPE 2 48" W/82o GRATE 346.22 341.89 8' PERF (W)([:) 9883.5930 20304.1624 342.72 8" (N) CB VA TYPE I W /SOLID LID 346.30 341.55 12' PERF (W) (r 9888.0930 20304.1643 342.62 8' (S) APP OVED FOR CONSTRUCTION BY: ATE V .U." DIR CTOR PUBLIC WORKS APPROVAL EXPIRES: I III I' III tTEMPORARYSILTFENCEoIIit II Sik 61128.49 PER SC.A. SIATI(JNNG) I B 4 t4A VLF 8'ADSI ^ 8 347.76 FL) N -12 0 2.5% IIIeI I W 397 III I IO F( IT it I W _ a Q I I . ¢ IEMPORARY GRAVEL I is CONSTRUCTION I- ( ENTRANCE (SEE DETAIL) 4 LF' 8'ADS I I'' SHT. 4 OF 5) N -1 025% I = CB iA 95 r 12" STORM(PER SCA DEIGN) i. I S1A59471.41 14.59 LT IS.C. A.) RIM C.B. T c RIM = 347. 354 / I LE. = 344.44 12' (S) I- DESIGN LE = 344.44 8" (N) DESIGN 7N0p0 ! I 12 STORM(PER SCA DEIGN) 3 I _ _ STA: 59+65.25 F i 0 9g (PER SC.A. SIATIDMNO) T-- - 55' X11 111 CLASS B ASPHALT " C&T.0 dQD Od GRAVEL BASE ()p OQ (OR SUITABLE NATIVE MATERIAL) QO PAVE &Wr SECTION N.T.S. 2" COMPACTED DEPTH 2" COMPACTED DEPTH 12' COMPACTED DEPTH 111 C4 Q 2 451 Z W D DATE Q it 1 1 I 7 V I n I I E Ci E 3 15 2 TM ornm 10 01a IP iona a oON ICsa0 o3a I o I a i y E N 8 C i m € cz 5 Z PRIN x i OCT 2 ci AP XU W SHE 2 OF FLE NO 2255017 W g 0 0 f3 U WR! s z DATE Q it 1 1 I 7 V I n I I E Ci E 3 15 2 TM ornm 10 01a IP ionaa oON ICsa0 o3a I o I a i y E N 8 C i m € cz 5 Z PRIN E i OCT 2 1997 AP XU W SHE 2 OF FLE NO 2255017 I ' I i n I / j I 4 348.... So J 1- I h 0 I I 1 I I\ I \ PRAIRIE PLAZA SHOPPING CENTER SANITARY SEWER AND WATER PLAN A PORTION OF SEC. 30, TWP 17 N., ROE 2 E, W.M. CITY OF YELM, TI-IIJRSTON COUNTS; WASI- WTON I.B.M. m o 10 m w w EMSTING REBrR & CAP LS #29278 I ELEV 346.93 ( IN FEET) N I0 7.2967' E 19 .9007 1 imc , 20 It \i o I TRUCK ACCES CT T EM" TWO_WATER MANN. ACT; ALL DETERMINE LOCATII LE 5 AND FlT0N65 REQU D, _ PRIOR 70 Ca,.. oN. I 3 6' a y' 8 ,j REFWSE a FUTURE DEVELOPMENT 8 4$ 4g A t I PROPOSED BUILDING - 240' x 50' 3 w 170'3 SEWER EASEMENT I'' _ 9.83' Li\ 15 \ 4, 15.7't = -SS- -95- - -95- -+` - i - - - - -- -- -- - - -- - - - -- C 120' 130.32' a` ' e T C2i a APPROVED FOR CONSTRUCTION BYATE C•t• DIRECTOR 0 PUBLIC WORKS APPROVAL p EXPIRES: b.t2.7' j r I Il l al i, II _ _ _ ' _ _ STA_ 61 +28.49 _ PER S.C.A SIATI(NHG) i' REMOVE EXISTING SIDEWALK I BETWEEN EXPANSION JOINTS REPLACE XIST12' MATCH E THICKNESS. I I ,I ELEVATIONS AND GRADES I l II= ILA I; I; Y i I I oil it EXISTING II I. 6" MAIN (OLD) ni y348fLF8PVCWATERMAIN9 _I _. I K7.65 347.50 ® -- -- I LLTp A 12" IORMPR S C ASIA .) 9 741 14.59' LT EXSFC8i # I RIM = 4 _35 LE. = 344.44 12° (S) I- DESIGNT LE. = 344A4 8- (N) DESIGN 12" STORM(PER SCA DFI IGN) 48.50 V S8958'24'E 342.09 ' 3q9 V 1 I R D S 1 , WELL 1\01 I HOUSE I 1 9. ALL SEWER MAINS SHALL BE FIELD STAKED FOR GRADES AND 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 ALIGNMENT BY A LICENSED ENGINEERING OR SURVEYING FIRM HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION QUALIFIED TO PERFORM SUCH WORK. SITE AT ALL TIMES. SEWER CONSTRUC11 N NOTES GBEW WTEB (SQUARY SM kM WTALLATPO 10 ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH 17 ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND CONTINUOUS TRACE TAPE INSTALLED 12" TO 18" UNDER THE APPROVED BY THE PROJECT ENGINEER AND THE CITY OF YELM. Q 1 - PUMP CONTROL PANEL (PER DWG. 17 -5 SHT. 5). 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE ALL ELECTRICAL WIRING AND APPURTENANCES INCLUDING WITH CITY OF YELM STANDARDS AND THE MOST CURRENT PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING 18, ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN PUMP AND CONTROL PALL SHALL MEET CLASS I COPY OF THE STATE OF WASHINGTON STANDARD MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION DIVISION I INSTALLATION REQUIREMENTS. ALL PUMPS AND SPECIFICATIONS FOR ROAD, BRIDGE. AND WUNICIPAL METAL DETECTOR. IN ADDITION, STEP SYSTEMS, FORCE MAINS, FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL APPURTENANCES SHALL BE EXPLOSION PROOF. ELECTRICAL CONSTRUCTION (WSDOT /APWA). AND CURVILINEAR SEWERS SHALL BE INSTALLED WITH 14 STEP MAINS SHALL BE PIGGED IN THE PRESENCE OF THE CITY SPECIFICATIONS TO BE PROVIDED BY MANUFACTURER'S 2. ALL APPROVALS AND PERMITS REQUIREID BY THE CITY OF YELM GAUGE COATED COPPER WIRE WRAPPED AROUND ALL PLASTIC INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. ELECTRICAL ENGINEER. INCLUDE W /TIMER FOR MIN. OF SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START PIPE, BROUGHT UP AND TIED OF F AT VALVE BODY. ON A TWO DOSES PER DAY. ALL ELECTRICAL SPECS. AND OF CONSTRUCTION. CURVILINEAR SEWER, THE WIRE SHALL BE BROUGHT UP, BARED 19. PRIOR TO BACKFILL. ALL MAINS AND APPURTENANCES SHALL CONSTRUCTION MUST M EE T CITY OF YEL M REQUIREMENTS, 3. IF CONSTRUCTION IS TO TAKE PLACE INN THE COUNTY RIGHT -OF- AN D WRAPPED TIMES AROUND TH E MANHOLE E RIN G BE INSPECTED AN D AP PR OVED B Y TH E CITY OF YELM. APP R XIMATTE LOC ATI ON ) TAPE 8 E TERRA TAPE D OR APPROVED EQUAL. THE APPROV A L SH A LL NOT RELIEVE THE CONTRACTOR FOR WAY, THE IRA T R SHALL NOTIFY THE COUNY D WIRE SHALL BE FURNISHED B Y THE CONTRACTOR CORRECTION OF ANY DEFICIENCIES AND/ORR FAILURES AS STEP TANK. 3000 GAL . DOUBLE COMPARTMENT OBT AIN THE REQUIRED A PP RO V ALS AN D P I ERM Ii S. TAP E AND DETERMINED BY SUBSEQUENT TESTING ND INSPECTIONS IT WOLLAMOTH GRAY STORE), OR TWO 1500 GALLON TANKS 4. A PRECONSTRUCTION MEETING SHALL BIE HELD WITH THE CITY . NW CASCADE 15OW OR EQUAL). TANK TO BE EQUIPPED OF YELM PRIOR TO THE START OF CONSTFRUCTION. 11. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE WITH DUPLEX PUMPING SYSTEM WITH 2 x 20 DST 05 HHF WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. T F SHALL BE NOTIFIED HOURSIYYELMSLMINIMUMF4 - THE C 0 A MIN MU 0 85 MARKER HA PLASTIC NONEFFLUENTPUMP. TANK TO BE EQUIPPED W /RISER$ AND IN ADVANCE OF A TAP CONNECTION TO AIN EXISTING MAIN. A BURIED POWER. THE MA KE SHALL BE TRAFFIC BEARING LID PER DETAILS SHE. 5 OF 5. BIODEGRADABLE, METAL CORE BACKING MARKED "POWER." 20. THE PANES LOCATION SHALL BE DETERMINED BY THE CITY OR CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAPE SHALL DE FURNISHED BY CONTRACTOR. THE OWNER AS APPROVED BY THE CITY OF YELM. J/ SERVICE BOX - PER DWG_ 17 -2 SHE. 5. TAP Tom/ CONNECT TO EXISTING I" STEP STUB PER DWG. /7 -2 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE 12. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE 21, IN THE EVENT THAT THE DEPARTMENT OF LABOR AND SHT. 5. LOCATION AND PROTECTION OF ALL EXISTONG UTILITIES. THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON- CLEANOUT - PER WSDOT 570. PLAN 8-18b EXCEPT CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1), OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL SIZE PER PLAN. CONSTRUCTION BY CALLING THE UNDERGRIOUND LOCATE LINE PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING ALL GRAVITY BUILDING SEWER PIPES SHALL BE 4" PVC EXCAVA X424 - 5555 A MINIMUM OF 48 [HOURS PRIOR TO ANY 13. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 9 2.0% MIN. PER U.P.C. APPROVED BY THE CITY ENGINEER_ TEMPORARY STREET CONCRETE ENCASE SEWER PIPE THROUGH AND 2' EACH 7, PRECAST MANHOLES SHALL MEET THE 'REQUIREMENTS OF ASTM PATCHING SHALL BE PROVIDED BY PLACEMENT AND 22, INSPECTIONS FOR ON -SITE STEP INSTALLATIONS ARE REQUIRED. SIDE OF INFILTRATION TRENCHES. C 478. MANHOLES SHALL BE TYPE 1 -485" MANHOLE UNLESS COMPACTION OF 2 -INCH MINIMUM ASPHALT CONCRETE COLD A 24 -HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED QMAINTAIN 3' MIN. VERTICAL SEPARATION BETWEEN WATER OTHERWISE SPECIFIED ON THE PLANS. JOINTS SHALL BE MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE PRIOR 10 THE INSPECTION. AND SEWER, RUBBER GASKEIED CONFORMING TO ASIMI C 443 AND SHALL BE AS REQUIRED ITEMS NEEDING INSPECTION ARE: I" SCHEDULE 40 PVC. MAINTAIN 18" COVER. GROUTED FROM THE INSIDE. LIFE HOLES SHALL BE GROUTED A) TANK INSTALLATION, I.E., BEDDING AND LOCATION O CTED TO ACCOMDAIE HS20 LOADING FROM THE OUTSIDE AND INSIDE OF THE MiANHOLE. (SEE NOTE 14. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE B) TANK INFILTRATION, EXFILTRADON TEST STEP TANK SHALL BE CONSTRUCTED CONTRACTOR SHALL PROVIDE U CITY O ACCRIRA CALCULATIONS 1 -) CONTRACTOR DURING CONSTRUCTION TO PREVENT C) S.S. PRESSURE TEST INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE D) SERVICE LINE PRESSURE [EST PREPARED BY A LICENSED WASHINGTON STRUCTURAL ENGINEER 8. SIDE SEWER SERVICES SHALL BE PVC, ASIM D 3034 SUR 35 WITH FACILITIES AND ROADWAYS. F) FINAL INSPECTION FOR APPROVAL PRIOR TO CONSTRUCTION. CONFORM TO SECTION FLEXIBLE GASKETED OR SOLVENT WELD JCANTS. SIDE SEWER 7C OF YELM DEVELOPMENT GUIDELINES. CONNECTIONS SHALL BE MADE BY A TAP TO AN .EXISTING MAIN 15. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE 23. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP STORM CROSSING ACTUAL DEPTH UNKNOWN. MAINTAIN I FOOT OR A WYE BRANCH FROM A NEW MAIN CONNECTED ABOVE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS CONTROL PANEL OR POWER METER MUST BE PRESSURE MINIMUM CLEARANCE SPRINGLINE OF THE PIPE. REQUIRED. TREATED. I TENS PLAN IS PF•TTED om THERIMAL MYLAR. CATTE MUST BE TAKEN *MEN FEPRODUCII u,i t t ful 10,; t THE CITY OF YELM SEWER DEPARTMENT WILL- PERFORM THE FOLLOWING REQUIREDUIRED INSPECTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR RED) 2 LEA K T ES T TANK ( 2 HOURS NO LOSc 3 PRESSURE TEST SERVICE LINE 75 PSI WATER R FOR I MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING WIRE RED) 5) A FINAL INSPECTION fS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. AN "AS- BUILT" DRAWING IS REQUIRED d EFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 TRIPS 10 THE SITE IF POSSIBLE. 24 HOURS' NOTICE IS REEQUIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION, CALL 458 -8411. IF NO ANSWER, LEAVE A DETAILED MESSAGE. STA_59 +65.25 _ 1 I I ( PER S.C.A. SIATIONNG) I I 1 55' EXISTING 10" WATER MAIN (NEW) O MAKE CONNECTION TO EXISTING WATER VALVE. CONTRACTOR TO FIELD VERIFY EXISTING MAIN LOCATION, INVERT AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. I - COUPLING ADAPTER INSTALL 2" SINGLE WATER METER AND SERVICE LINE PER DETAIL #6 -3 SHE 5. INSTALL BACKFLOW PREVENTION ASSEMBLY. DEVICE SHALL BE W.S.D.O.H. APPROVED. ONSTALL 2" IRRIGATION SERVICE LINE W/I 112" METER PER DETAIL 16 -3 SHE. 5. INSTALL BACKFLOW PREVENTION A SSE M BL Y. DEVICE SHALL BE W.S.D.O.H. APPROVED. INSTALL FIRE HYDRANT ASSEMBLY W/6 "0 SERVICE LINE PER DETAIL #6 -8 SHE 5. 1 - 8 "x 6" TEE MJ x FL) 1 - HYDRANT ASSEMBLY 1 - 6" GATE VALVE (FL x MJ) AND VALVE BOX I- THRUST BLOCK O NOT USED. INSTALL: 1 - 8" TEE (ALL FJ) 2 - ADAPTERS (FL x MJ) 1 - 6" x 8" REDUCER (FL x FL) 1 - 6" GATE VALVE (FL x MJ) 1 - HYDRANT ASSEMBLY THRUST BLOCKING O] 3483 LF 8"0 WATER MAIN 1151 LF 8 "0 WATER MAIN O I - 8" 22 1/20 BEND (MJx MJ) 1 - THRUST BLOCK SEE SHE 4 FOR GENERAL WATER NOTES OCT 2 rt m wlN Q Z) a R c5 III x0 W 3 U Wa iK S ce M J i ti r t • 17 i r i r Lt i 9 n a C no v I I Nodm r m^ ocMNO Y rnv cxL Q 3O a cv £ a 0u In io 0 EET 1 OF .5 NO 2.5507 a FUTURE DEVELOPMENT 8 4$ 4g A t I PROPOSED BUILDING - 240' x 50' 3 w 170'3 SEWER EASEMENT I'' _ 9.83' Li\ 15 \ 4, 15.7't = -SS- -95- - -95- -+` - i - - - - -- -- -- - - -- - - - -- C 120' 130.32' a` ' e T C2i a APPROVED FOR CONSTRUCTION BYATE C•t• DIRECTOR 0 PUBLIC WORKS APPROVAL p EXPIRES: b.t2.7' j r I Il l al i, II _ _ _ ' _ _ STA_ 61 +28.49 _ PER S.C.A SIATI(NHG) i' REMOVE EXISTING SIDEWALK I BETWEEN EXPANSION JOINTS REPLACE XIST12' MATCH E THICKNESS. I I ,I ELEVATIONS AND GRADES I l II= ILA I; I; Y i I I oil it EXISTING II I. 6" MAIN (OLD) ni y348fLF8PVCWATERMAIN9 _I _. I K7.65 347.50 ® -- -- I LLTp A 12" IORMPR S C ASIA .) 9 741 14.59' LT EXSFC8i # I RIM = 4 _35 LE. = 344.44 12° (S) I- DESIGNT LE. = 344A4 8- (N) DESIGN 12" STORM(PER SCA DFI IGN) 48.50 V S8958'24'E 342.09 ' 3q9 V 1 I R D S 1 , WELL 1\01 I HOUSE I 1 9. ALL SEWER MAINS SHALL BE FIELD STAKED FOR GRADES AND 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 ALIGNMENT BY A LICENSED ENGINEERING OR SURVEYING FIRM HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION QUALIFIED TO PERFORM SUCH WORK. SITE AT ALL TIMES. SEWER CONSTRUC11 N NOTES GBEW WTEB (SQUARY SM kM WTALLATPO 10 ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH 17 ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND CONTINUOUS TRACE TAPE INSTALLED 12" TO 18" UNDER THE APPROVED BY THE PROJECT ENGINEER AND THE CITY OF YELM. Q 1 - PUMP CONTROL PANEL (PER DWG. 17 -5 SHT. 5). 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE ALL ELECTRICAL WIRING AND APPURTENANCES INCLUDING WITH CITY OF YELM STANDARDS AND THE MOST CURRENT PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING 18, ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN PUMP AND CONTROL PALL SHALL MEET CLASS I COPY OF THE STATE OF WASHINGTON STANDARD MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION DIVISION I INSTALLATION REQUIREMENTS. ALL PUMPS AND SPECIFICATIONS FOR ROAD, BRIDGE. AND WUNICIPAL METAL DETECTOR. IN ADDITION, STEP SYSTEMS, FORCE MAINS, FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL APPURTENANCES SHALL BE EXPLOSION PROOF. ELECTRICAL CONSTRUCTION (WSDOT /APWA). AND CURVILINEAR SEWERS SHALL BE INSTALLED WITH 14 STEP MAINS SHALL BE PIGGED IN THE PRESENCE OF THE CITY SPECIFICATIONS TO BE PROVIDED BY MANUFACTURER'S 2. ALL APPROVALS AND PERMITS REQUIREID BY THE CITY OF YELM GAUGE COATED COPPER WIRE WRAPPED AROUND ALL PLASTIC INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. ELECTRICAL ENGINEER. INCLUDE W /TIMER FOR MIN. OF SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START PIPE, BROUGHT UP AND TIED OF F AT VALVE BODY. ON A TWO DOSES PER DAY. ALL ELECTRICAL SPECS. AND OF CONSTRUCTION. CURVILINEAR SEWER, THE WIRE SHALL BE BROUGHT UP, BARED 19. PRIOR TO BACKFILL. ALL MAINS AND APPURTENANCES SHALL CONSTRUCTION MUST M EE T CITY OF YEL M REQUIREMENTS, 3. IF CONSTRUCTION IS TO TAKE PLACE INN THE COUNTY RIGHT -OF- AN D WRAPPED TIMES AROUND TH E MANHOLEE RIN G BE INSPECTED AN D AP PR OVED B Y TH E CITY OF YELM. APP R XIMATTE LOC ATI ON ) TAPE 8 E TERRA TAPE D OR APPROVED EQUAL. THE APPROV A L SH A LL NOT RELIEVE THE CONTRACTOR FOR WAY, THE IRA T R SHALL NOTIFY THE COUNY D WIRE SHALL BE FURNISHED B Y THE CONTRACTOR CORRECTION OF ANY DEFICIENCIES AND/ORR FAILURES AS STEP TANK. 3000 GAL . DOUBLE COMPARTMENT OBT AIN THE REQUIRED A PP RO V ALS AN D P I ERM Ii S. TAP E AND DETERMINED BY SUBSEQUENT TESTING ND INSPECTIONS IT WOLLAMOTH GRAY STORE), OR TWO 1500 GALLON TANKS 4. A PRECONSTRUCTION MEETING SHALL BIE HELD WITH THE CITY . NW CASCADE 15OW OR EQUAL). TANK TO BE EQUIPPED OF YELM PRIOR TO THE START OF CONSTFRUCTION. 11. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE WITH DUPLEX PUMPING SYSTEM WITH 2 x 20 DST 05 HHF WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. T F SHALL BE NOTIFIED HOURSIYYELMSLMINIMUMF4 - THE C 0 A MIN MU 0 85 MARKER HA PLASTIC NONEFFLUENTPUMP. TANK TO BE EQUIPPED W /RISER$ AND IN ADVANCE OF A TAP CONNECTION TO AIN EXISTING MAIN. A BURIED POWER. THE MA KE SHALL BE TRAFFIC BEARING LID PER DETAILS SHE. 5 OF 5. BIODEGRADABLE, METAL CORE BACKING MARKED "POWER." 20. THE PANES LOCATION SHALL BE DETERMINED BY THE CITY OR CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAPE SHALL DE FURNISHED BY CONTRACTOR. THE OWNER AS APPROVED BY THE CITY OF YELM. J/ SERVICE BOX - PER DWG_ 17 -2 SHE. 5. TAP Tom/ CONNECT TO EXISTING I" STEP STUB PER DWG. /7 -2 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE 12. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE 21, IN THE EVENT THAT THE DEPARTMENT OF LABOR AND SHT. 5. LOCATION AND PROTECTION OF ALL EXISTONG UTILITIES. THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON- CLEANOUT - PER WSDOT 570. PLAN 8-18b EXCEPT CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1), OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL SIZE PER PLAN. CONSTRUCTION BY CALLING THE UNDERGRIOUND LOCATE LINE PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING ALL GRAVITY BUILDING SEWER PIPES SHALL BE 4" PVC EXCAVA X424 - 5555 A MINIMUM OF 48 [HOURS PRIOR TO ANY 13. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 9 2.0% MIN. PER U.P.C. APPROVED BY THE CITY ENGINEER_ TEMPORARY STREET CONCRETE ENCASE SEWER PIPE THROUGH AND 2' EACH 7, PRECAST MANHOLES SHALL MEET THE 'REQUIREMENTS OF ASTM PATCHING SHALL BE PROVIDED BY PLACEMENT AND 22, INSPECTIONS FOR ON -SITE STEP INSTALLATIONS ARE REQUIRED. SIDE OF INFILTRATION TRENCHES. C 478. MANHOLES SHALL BE TYPE 1 -485" MANHOLE UNLESS COMPACTION OF 2 -INCH MINIMUM ASPHALT CONCRETE COLD A 24 -HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED QMAINTAIN 3' MIN. VERTICAL SEPARATION BETWEEN WATER OTHERWISE SPECIFIED ON THE PLANS. JOINTS SHALL BE MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE PRIOR 10 THE INSPECTION. AND SEWER, RUBBER GASKEIED CONFORMING TO ASIMI C 443 AND SHALL BE AS REQUIRED ITEMS NEEDING INSPECTION ARE: I" SCHEDULE 40 PVC. MAINTAIN 18" COVER. GROUTED FROM THE INSIDE. LIFE HOLES SHALL BE GROUTED A) TANK INSTALLATION, I.E., BEDDING AND LOCATION O CTED TO ACCOMDAIE HS20 LOADING FROM THE OUTSIDE AND INSIDE OF THE MiANHOLE. (SEE NOTE 14. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE B) TANK INFILTRATION, EXFILTRADON TEST STEP TANK SHALL BE CONSTRUCTED CONTRACTOR SHALL PROVIDE U CITY O ACCRIRA CALCULATIONS 1 -) CONTRACTOR DURING CONSTRUCTION TO PREVENT C) S.S. PRESSURE TEST INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE D) SERVICE LINE PRESSURE [EST PREPARED BY A LICENSED WASHINGTON STRUCTURAL ENGINEER 8. SIDE SEWER SERVICES SHALL BE PVC, ASIM D 3034 SUR 35 WITH FACILITIES AND ROADWAYS. F) FINAL INSPECTION FOR APPROVAL PRIOR TO CONSTRUCTION. CONFORM TO SECTION FLEXIBLE GASKETED OR SOLVENT WELD JCANTS. SIDE SEWER 7C OF YELM DEVELOPMENT GUIDELINES. CONNECTIONS SHALL BE MADE BY A TAP TO AN .EXISTING MAIN 15. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE 23. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP STORM CROSSING ACTUAL DEPTH UNKNOWN. MAINTAIN I FOOT OR A WYE BRANCH FROM A NEW MAIN CONNECTED ABOVE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS CONTROL PANEL OR POWER METER MUST BE PRESSURE MINIMUM CLEARANCE SPRINGLINE OF THE PIPE. REQUIRED. TREATED. I TENS PLAN IS PF•TTED om THERIMAL MYLAR. CATTE MUST BE TAKEN *MEN FEPRODUCII u,i t t ful 10,; t THE CITY OF YELM SEWER DEPARTMENT WILL- PERFORM THE FOLLOWING REQUIREDUIRED INSPECTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR RED) 2 LEA K T ES T TANK ( 2 HOURS NO LOSc 3 PRESSURE TEST SERVICE LINE 75 PSI WATERR FOR I MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING WIRE RED) 5) A FINAL INSPECTION fS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. AN "AS- BUILT" DRAWING IS REQUIRED d EFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 TRIPS 10 THE SITE IF POSSIBLE. 24 HOURS' NOTICE IS REEQUIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION, CALL 458 -8411. IF NO ANSWER, LEAVE A DETAILED MESSAGE. STA_59 +65.25 _ 1 I I ( PER S.C.A. SIATIONNG) I I 1 55' EXISTING 10" WATER MAIN (NEW) O MAKE CONNECTION TO EXISTING WATER VALVE. CONTRACTOR TO FIELD VERIFY EXISTING MAIN LOCATION, INVERT AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. I - COUPLING ADAPTER INSTALL 2" SINGLE WATER METER AND SERVICE LINE PER DETAIL #6 -3 SHE 5. INSTALL BACKFLOW PREVENTION ASSEMBLY. DEVICE SHALL BE W.S.D.O.H. APPROVED. ONSTALL 2" IRRIGATION SERVICE LINE W/I 112" METER PER DETAIL 16 -3 SHE. 5. INSTALL BACKFLOW PREVENTION A SSE M BL Y. DEVICE SHALL BE W.S.D.O.H. APPROVED. INSTALL FIRE HYDRANT ASSEMBLY W/6 "0 SERVICE LINE PER DETAIL #6 -8 SHE 5. 1 - 8 "x 6" TEE MJ x FL) 1 - HYDRANT ASSEMBLY 1 - 6" GATE VALVE (FL x MJ) AND VALVE BOX I- THRUST BLOCK O NOT USED. INSTALL: 1 - 8" TEE (ALL FJ) 2 - ADAPTERS (FL x MJ) 1 - 6" x 8" REDUCER (FL x FL) 1 - 6" GATE VALVE (FL x MJ) 1 - HYDRANT ASSEMBLY THRUST BLOCKING O] 3483 LF 8"0 WATER MAIN 1151 LF 8 "0 WATER MAIN O I - 8" 22 1/20 BEND (MJx MJ) 1 - THRUST BLOCK SEE SHE 4 FOR GENERAL WATER NOTES OCT 2 rt m wlN Q Z) a R c5 III x0 W 3 U Wa iK S ce M J i ti r t • 17 i r i r Lt i 9 n a C no v I I Nodm r m^ ocMNO Y rnv cxLQ 3O a cv £ a 0u In io 0 EET 1 OF .5 NO 2.5507 u,i t t ful 10,; t THE CITY OF YELM SEWER DEPARTMENT WILL- PERFORM THE FOLLOWING REQUIREDUIRED INSPECTIONS: 1) TANK PLACEMENT (SEE TECH. SPEC. FOR RED) 2 LEA K T ES T TANK ( 2 HOURS NO LOSc 3 PRESSURE TEST SERVICE LINE 75 PSI WATERR FOR I MINUTE) 4) ALL PIPE BEFORE BACKFILL. (SEE BEDDING AND TONING WIRE RED) 5) A FINAL INSPECTION fS REQUIRED AFTER ALL WORK (INCLUDING ELECTRICAL) HAS BEEN COMPLETED. AN "AS- BUILT" DRAWING IS REQUIRED d EFORE SYSTEM CAN BE EXCEPTED. WE TRY TO COMBINE THESE 5 INSPECTIONS INTO 3 TRIPS 10 THE SITE IF POSSIBLE. 24 HOURS' NOTICE IS REEQUIRED FOR INSPECTION. WE DO HOWEVER MAKE EVERY EFFORT TO BE OUT WITHIN 2 TO 3 HOURS. FOR INSPECTION, CALL 458 -8411. IF NO ANSWER, LEAVE A DETAILED MESSAGE. STA_59 +65.25 _ 1 I I ( PER S.C.A. SIATIONNG) I I 1 55' EXISTING 10" WATER MAIN (NEW) O MAKE CONNECTION TO EXISTING WATER VALVE. CONTRACTOR TO FIELD VERIFY EXISTING MAIN LOCATION, INVERT AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. I - COUPLING ADAPTER INSTALL 2" SINGLE WATER METER AND SERVICE LINE PER DETAIL #6 -3 SHE 5. INSTALL BACKFLOW PREVENTION ASSEMBLY. DEVICE SHALL BE W.S.D.O.H. APPROVED. ONSTALL 2" IRRIGATION SERVICE LINE W/I 112" METER PER DETAIL 16 -3 SHE. 5. INSTALL BACKFLOW PREVENTION A SSE M BL Y. DEVICE SHALL BE W.S.D.O.H. APPROVED. INSTALL FIRE HYDRANT ASSEMBLY W/6 "0 SERVICE LINE PER DETAIL #6 -8 SHE 5. 1 - 8 "x 6" TEE MJ x FL) 1 - HYDRANT ASSEMBLY 1 - 6" GATE VALVE (FL x MJ) AND VALVE BOX I- THRUST BLOCK O NOT USED. INSTALL: 1 - 8" TEE (ALL FJ) 2 - ADAPTERS (FL x MJ) 1 - 6" x 8" REDUCER (FL x FL) 1 - 6" GATE VALVE (FL x MJ) 1 - HYDRANT ASSEMBLY THRUST BLOCKING O] 3483 LF 8"0 WATER MAIN 1151 LF 8 "0 WATER MAIN O I - 8" 22 1/20 BEND (MJx MJ) 1 - THRUST BLOCK SEE SHE 4 FOR GENERAL WATER NOTES OCT 2 rt m wlN Q Z) a R c5 III x0 W 3 U Wa iK S ce M J i ti r t • 17 i r i r Lt i 9 n a C no v I I Nodm r m^ ocMNO Y rnv cxL Q 3O a cv £ a 0u In io 0 EET 1 OF .5 NO 2.5507 M J i ti r t • 17 i r i r Lt i 9 n a C no v I I Nodm r m^ ocMNO Y rnv cxLQ 3O a cv £ a 0u In io 0 EET 1 OF .5 NO 2.5507 1 4 C.Y. CDNTANFR CI ASINAt DIR CONCRETErAV1:MCHr 81-0. qU0 8" -0 REFUSE CONTAMER STORAGE AREAS DWG, NO. R -1 ALL SHRUB TREES TO BE THUJA OCCIDENTALIS PYRAMIDAL PYRAMIDAL EASTERN ARBORVITAE) OR EQUAL. TREES MUST BE A MINIMUM OF 3 TO 5 FEET IN HEIGHT AT TIME OF PLANTING AND SHOULD BE SPACED 2 TO 2.5 FEET APART FROM EACH OTHER. NOTES: 1, 6' UGH CHAIN LINK FENCE TO BE CONSTRUCTED OF GALVANIZEO 9 GAUGE CORE 'WIRE WITH 2^ TYPE I CB MESH OR WALLS MAY BE CONSTRUCTED OF NOTES. CONCRETE BLOCK OR BRICK. 1. FOR CATCH BASINS 2, PROVIDE CASTERS AND VERRCAL LOCKING WHERE SHOWN ON DEVICES AT FREE ENDS OF DOORS 2 SHALL E RESPONSIBLE 3, DOORS MUST SONG OPEN AT LEAST 90 DEGREES I CONTROL NOTES. FROM CLOSED POSITION. o_ , 4. DOORS MUST SWING FREELY AND BE ABLE TO BE o LOCKED KR OPQN POSITION. 1 5. PROVIDE A NNINUM U 50 FEET "STRAIGHT -IN' APPROACH TO FRONT OF ENCLOSURE. 6. AREA MUST BE .;FREE OF OVERHEAD OBSTACLES, SUCH AS POWER ONES. BVElM1G OVERHANGS, ETC. 7. CONTAINERS MIST BE PLACED ON A HARD LEVEL o SURFACE EITHER ASPHALT OR CONCRETE. 1 8. CONTAMERS MUST BE COVERED 9, FENCE POST TO BE SET IN CONCRETE TO A DEPTH OF 36' BELOW FINISHED GROUND LEVEL. 10. CONTACT PACIFIC DISPOSAL FOR APPROPRIATE SIZE OF THE CONTAINERS REFUSE CONTAMER STORAGE AREAS DWG, NO. R -1 ALL SHRUB TREES TO BE THUJA OCCIDENTALIS PYRAMIDAL PYRAMIDAL EASTERN ARBORVITAE) OR EQUAL. TREES MUST BE A MINIMUM OF 3 TO 5 FEET IN HEIGHT AT TIME OF PLANTING AND SHOULD BE SPACED 2 TO 2.5 FEET APART FROM EACH OTHER. Y -V WVnI \n I IF nua Im 1.N NOTE: ENTRANCE PAD TO BE MAINTAINED IN A CONDITION TO PREVENT TRACKING OF DIRT AND MUD ONTO CITY ROAD TO THE BEST EXTENT POSSIBLE. PERIODIC ADDITION AGGREGATE MAY BE NECESSARY. GRAVEL CONSTRUCTION ENTRANCE N.T.S. THIS PLAN IS PRINTED C1N THERMAL MYLAR. CARE MUST BE TAKEN O-EN REPRODUCM PRAIRIE PLAZA SHOPPING CENTER GRADING, DRAINAGE AND TES C.P.- DETAIL SHEET AND WATER NOTES A PORTION OF SEC. 30, TWP. 17 N„ RGE 2 E, W.M. CITY OF YELM, THURSTON COUNTY WASHMTON TYPE 13'1 s 13'1 IMNT -kAEQD. TYR TYPE III BOTTOM OF RAMP MAY HAVE MAX. 1/2" LIP AT 45•. 4 FLOW LINE 7 OF GUTTER 1/2 I ID FIICTAII NOTES 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AIDS Or THE DIAMOND PATTERN SHALL BE PERPENIXCIAAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/4" 'WIDE. 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM THE CURB AND GUTTER, ISOLATED BY EXPAN90N JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO HLETS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. 1 TYPE II TYPE IV NOTE: SEE SIDEWALK SPACING. EXPANSION JOINTS & SCORE MARK DETAIL FOR ADDITIONAL NOTES. 5' AS SEE MIN •, RAMP SECTION 10° 6" MIN. 2 1/2" 5.. 2 1/ " 2 -R- 1„ GRADEVARIABLE ' .. 8" MIN r #4 RE61.I. lr- EXTRUDED CURB DETAIL N.T.S. CAST IRON ACCESS COVER W /CLEANOUT FINISH SIDEWALK GRADEFLUSHW /SIDEWALK COMPACT THOROUGHLY TO AVOID SETTLING ROOF DRAIN MATERIAL AND SIZE PER PLAN. SLOPE = 1.0% MIN. I ill NOT: IN AREAS OUTSIDE CONCRETE SIDEWALK, 90' ELL OR WYE PROVIDE 12 "x12 "x6" THICK CONCRETE PAD AROUND AS NEEDED CAST IRON ACCESS COVER. ROOF DRAMI CLEANOUT DETAL N.T.S. APP 20VED FOR CONSTRUCTION By (, ATE: W •Zrt+•,,7 DIRECTOR PUBLIC WORKS APPROVAL EXPIRES: O •ZZ.71a WATER NOTES (DESIGN STANDARDS) 1, ANY EXTENSION OF THE YELM WATER SYSTEM MUST BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS AND, ALL EXTENSIONS MUST CONFORM TO DOH AND THE COORDINATED WATER SYSTEM PLAN CITY OF YELM WATER SYSTEM PLAN ANO YELM FIRE DISTRICT NO. 2 REQUIREMNETS 2. IN DESIGMIING AND PLANNING FOR ANY DEVELOPMENT, IT IS THE DEVELOPERS RESPORSIIBILITY TO SEE THAT ADEQUATE WATER FOR BOTH DOMESTIC USE AND FIRE PROTECTION IS ATTAINABLE. THE DEVELOPER MUST SHOW, IN THE PROPOSED PLANS, HIOW WATER WILL BE SUPPLIED AND WHETHER ADEQUATE WATER PRESSURE MALL BE ATTAINED IN CASE OF FIRE. AN ANALYSIS OF THE SYSTEM MAY BE REQUIRED IF IT APPEARS THAT THE SYSTEM MIGHT BE INADEQUATE. 3. ANYONE WHO WISHES TO EXTEND OR CONNECT TO THE CITY'S WATER SYSTEM SHOULD CONTACT THE DEPARTMENT OF PUBLIC WORKS FOR A WATER EXTENSION /CONNECTION FEE ESTIMATE. THIS FEE ESTIMATE IS AN ESTIMATE OF THE COSTFS DUE THE CITY FOR A WATERLINE EXTENSION OR CONNECTION (YMC 13.04.150. 160 ) A COP Y OF ESTIMATE FORM MAY BE FOUND IN THE APPENDIX OF THE CITY OF YELM DEVELOPMENT GUIDELINES. 4. PRIOR TO THE RELEASE OF ANY WATER METERS, ALL PUBLIC WORKS IMPROVEMENTS MUST BE COMPLETED AND APPROVED INCLUDING GRANTING OF RIGHT -OF' -WAY OR EASEMENTS, AND ALL APPLICABLE FEES MUST BE PAID. 5. ISSUANCE OF BUILDING PERMITS FOR NEW CONSTRUCTION OF SINGLE FAMILY SUBDIVISIONS SHALL NOT OCCUR UNTIL FINAL PUBLIC WORKS APPROVAL IS GIVEN. FOR COMMERCIAL PROJECTS, BUILDING PERMITS MAY BE ISSUED UPON COMPLETION AND ACCEPTANCE OF THE REQUIRED FIRE PROTECTION FACILITIES. A CONSTRUCTION BOND, IN ACCORDANCE WITH SECTION 3.090A OF THESE STANDARDS. WILL BE REQUIRED FOR THE REMAINING PUBLIC WORKS IMPROVEMENTS. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FINAL PUBLIC WORKS APPROVAL IS GIVEN FOR ALL IMPROVEMENTS. 6. THE DESIGN OF ANY WATER EXTENSION /CONNECTION SHALL CONFORM TO CITY STANDARDS AND ANY APPLICABLE STANDARDS AS SET FORTH HEREIN AND IN SECTIONS 3.010 AND 1040. 7. THE LAYOUT OF EXTENSIONS SHALL PROVIDE FOR THE FUTURE CONTINUATION AND /OR ' "LOOPING" OF THE EXISTING SYSTEM AS DETERMINED BY THE CITY. IN ADDITION, MAIN EXTENSIONS SHALL BE EXTENDED AS REQUIRED IN SECTION 3.130 GENERA&. WATER NOTE$ (WATER MAIN INSTALLATION) 1. ALL WORKIMANSIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2 A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTTION. 3. WATER MAUNS SHALL BE PVC CLASS 200, ASTM D 2241 SOR21 MATH RUBBER GASKETS ASTM D 18169, OR AWWA C900 CLASS 200, C905 CLASS 235, OR DUCTILE IRON CEMENT MORTAR LINED THICKNESS CLASS 50. 4, GATE VALVES SHALL BE RESILIENT WEDGE. NRS (NON- RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDIS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500, EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY 5. HYDRANTS; SHALL BE DRESSER M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MODEL F -2500. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6, ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TEPE "D" OR APPROVED EQUAL. IN ADDITION 10 TRACER TAPE. INSTALL 14 WAGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE. BROUGHT UP AND TIED OFF AT VALVE BODY. 8. PROVIDE TRAFFIC CONTROL PLAN(S) 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 WMBOSSED "'M' 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY OF YELM WALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWN 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 VALLVE. r f W WIN Q Q R Iloilo F ILTEREDWATER TYPE I CB FILTER FABRIC PLACED NOTES. UNDER GRATE 1. FOR CATCH BASINS AND YARD DRAINS, WHERE SHOWN ON THE PLANS. 2 SHALL E RESPONSIBLEFORMAAIINENANCEEEEROSION CONTROL NOTES. TYPICAL CB SEDIMENT BARRIER DETAIL WT S. Y -V WVnI \n I IF nua Im 1.N NOTE: ENTRANCE PAD TO BE MAINTAINED IN A CONDITION TO PREVENT TRACKING OF DIRT AND MUD ONTO CITY ROAD TO THE BEST EXTENT POSSIBLE. PERIODIC ADDITION AGGREGATE MAY BE NECESSARY. GRAVEL CONSTRUCTION ENTRANCE N.T.S. THIS PLAN IS PRINTED C1N THERMAL MYLAR. CARE MUST BE TAKEN O-EN REPRODUCM PRAIRIE PLAZA SHOPPING CENTER GRADING, DRAINAGE AND TES C.P.- DETAIL SHEET AND WATER NOTES A PORTION OF SEC. 30, TWP. 17 N„ RGE 2 E, W.M. CITY OF YELM, THURSTON COUNTY WASHMTON TYPE 13'1 s 13'1 IMNT -kAEQD. TYR TYPE III BOTTOM OF RAMP MAY HAVE MAX. 1/2" LIP AT 45•. 4 FLOW LINE 7 OF GUTTER 1/2 I ID FIICTAII NOTES 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AIDS Or THE DIAMOND PATTERN SHALL BE PERPENIXCIAAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/4" 'WIDE. 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM THE CURB AND GUTTER, ISOLATED BY EXPAN90N JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO HLETS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. 1 TYPE II TYPE IV NOTE: SEE SIDEWALK SPACING. EXPANSION JOINTS & SCORE MARK DETAIL FOR ADDITIONAL NOTES. 5' AS SEE MIN •, RAMP SECTION 10° 6" MIN. 2 1/2" 5.. 2 1/ " 2 -R- 1„ GRADEVARIABLE ' .. 8" MIN r #4 RE61.I. lr- EXTRUDED CURB DETAIL N.T.S. CAST IRON ACCESS COVER W /CLEANOUT FINISH SIDEWALK GRADEFLUSHW /SIDEWALK COMPACT THOROUGHLY TO AVOID SETTLING ROOF DRAIN MATERIAL AND SIZE PER PLAN. SLOPE = 1.0% MIN. I ill NOT: IN AREAS OUTSIDE CONCRETE SIDEWALK, 90' ELL OR WYE PROVIDE 12 "x12 "x6" THICK CONCRETE PAD AROUND AS NEEDED CAST IRON ACCESS COVER. ROOF DRAMI CLEANOUT DETAL N.T.S. APP 20VED FOR CONSTRUCTION By (, ATE: W •Zrt+•,,7 DIRECTOR PUBLIC WORKS APPROVAL EXPIRES: O •ZZ.71a WATER NOTES (DESIGN STANDARDS) 1, ANY EXTENSION OF THE YELM WATER SYSTEM MUST BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS AND, ALL EXTENSIONS MUST CONFORM TO DOH AND THE COORDINATED WATER SYSTEM PLAN CITY OF YELM WATER SYSTEM PLAN ANO YELM FIRE DISTRICT NO. 2 REQUIREMNETS 2. IN DESIGMIING AND PLANNING FOR ANY DEVELOPMENT, IT IS THE DEVELOPERS RESPORSIIBILITY TO SEE THAT ADEQUATE WATER FOR BOTH DOMESTIC USE AND FIRE PROTECTION IS ATTAINABLE. THE DEVELOPER MUST SHOW, IN THE PROPOSED PLANS, HIOW WATER WILL BE SUPPLIED AND WHETHER ADEQUATE WATER PRESSURE MALL BE ATTAINED IN CASE OF FIRE. AN ANALYSIS OF THE SYSTEM MAY BE REQUIRED IF IT APPEARS THAT THE SYSTEM MIGHT BE INADEQUATE. 3. ANYONE WHO WISHES TO EXTEND OR CONNECT TO THE CITY'S WATER SYSTEM SHOULD CONTACT THE DEPARTMENT OF PUBLIC WORKS FOR A WATER EXTENSION /CONNECTION FEE ESTIMATE. THIS FEE ESTIMATE IS AN ESTIMATE OF THE COSTFS DUE THE CITY FOR A WATERLINE EXTENSION OR CONNECTION (YMC 13.04.150. 160 ) A COP Y OF ESTIMATE FORM MAY BE FOUND IN THE APPENDIX OF THE CITY OF YELM DEVELOPMENT GUIDELINES. 4. PRIOR TO THE RELEASE OF ANY WATER METERS, ALL PUBLIC WORKS IMPROVEMENTS MUST BE COMPLETED AND APPROVED INCLUDING GRANTING OF RIGHT -OF' -WAY OR EASEMENTS, AND ALL APPLICABLE FEES MUST BE PAID. 5. ISSUANCE OF BUILDING PERMITS FOR NEW CONSTRUCTION OF SINGLE FAMILY SUBDIVISIONS SHALL NOT OCCUR UNTIL FINAL PUBLIC WORKS APPROVAL IS GIVEN. FOR COMMERCIAL PROJECTS, BUILDING PERMITS MAY BE ISSUED UPON COMPLETION AND ACCEPTANCE OF THE REQUIRED FIRE PROTECTION FACILITIES. A CONSTRUCTION BOND, IN ACCORDANCE WITH SECTION 3.090A OF THESE STANDARDS. WILL BE REQUIRED FOR THE REMAINING PUBLIC WORKS IMPROVEMENTS. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FINAL PUBLIC WORKS APPROVAL IS GIVEN FOR ALL IMPROVEMENTS. 6. THE DESIGN OF ANY WATER EXTENSION /CONNECTION SHALL CONFORM TO CITY STANDARDS AND ANY APPLICABLE STANDARDS AS SET FORTH HEREIN AND IN SECTIONS 3.010 AND 1040. 7. THE LAYOUT OF EXTENSIONS SHALL PROVIDE FOR THE FUTURE CONTINUATION AND /OR ' "LOOPING" OF THE EXISTING SYSTEM AS DETERMINED BY THE CITY. IN ADDITION, MAIN EXTENSIONS SHALL BE EXTENDED AS REQUIRED IN SECTION 3.130 GENERA&. WATER NOTE$ (WATER MAIN INSTALLATION) 1. ALL WORKIMANSIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2 A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTTION. 3. WATER MAUNS SHALL BE PVC CLASS 200, ASTM D 2241 SOR21 MATH RUBBER GASKETS ASTM D 18169, OR AWWA C900 CLASS 200, C905 CLASS 235, OR DUCTILE IRON CEMENT MORTAR LINED THICKNESS CLASS 50. 4, GATE VALVES SHALL BE RESILIENT WEDGE. NRS (NON- RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDIS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500, EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY 5. HYDRANTS; SHALL BE DRESSER M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MODEL F -2500. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6, ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TEPE "D" OR APPROVED EQUAL. IN ADDITION 10 TRACER TAPE. INSTALL 14 WAGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE. BROUGHT UP AND TIED OFF AT VALVE BODY. 8. PROVIDE TRAFFIC CONTROL PLAN(S) 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 WMBOSSED "'M' 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY OF YELM WALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWN 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 VALLVE. r f W WIN Q Q R Iloilo 11 IIII DATE SEALED U Ed W Q it- 1T u s IT i OIiM o m m 0nm UN au1no R^ °aamo 0NOO N1 M ON 0 rn XSQO00o 03aom E o IUM a T 2 2 1997 APEX SHEET I OF! FLE NO a I 00 0 8 a oz g n 0 M zz R 0 i 3 0 12R z 0 s z 5 s g z o 0 I 4 . n r 6" MIN BEDDING FIBERGLASS LID FINISHED GRADE rWATER TIGHT LID 2A "e MIN PVC RISER D -i 4 PUMP VAULT RISER WITH WATER TIGHT F8 AWG COPPER 4 LID 25' AIN 14 GAUGE TONING 14 GAUGE TONING 50 WIRE TO SERVICE WIRE TO SS CO--\ 2' _ _ _ _ _ BOX 8 600 GAL u V -2 1 1100 GAL 10 TO SILENCE AURN TOP SON. COMPACT TO 11i LETTERING NATIVE BACKFILL PUSH LKiKT 17 V -1 2 PART EPDXY IN FOIL SERVICE CALL CSBC " CRUSHED SURFACE BASE COURSE: 30,800 1/2" GROOVE FORMED 1 30.800 pIp TF NCH1 1 7,900 DI CX0 IN THE TOP OF THE E F EF• Fl 1 DRAM 1 MAIL Dresser M & H Reliant style 929, DWG. NO. 6 -8 TANK n 3. Gate valves shall be resiiNnl wedge 20 be Mechanical Joint by ANSI flanges. o3a Valves shall conform to AWWA 509 -80. Valves shah be Mueller M &H, Kennedy, z Clow R/W or Walerous SMes 500. N p N E °v ORE ICE PUMP ASSEMBLY, SEE OVER VALVE STEM. 0 D_ SPECIFICATIONSr c V D- bz J5 s D 2 FLE T O TE I) 1 r N I L 6" MIN BEDDING 21411811X•"1 1. 3 - 4" DIA, HOLES UNIFORMLY SPACED ACROSS WIDTH OF TANK INPERYELMDEVGUIDELINES). GU DFL E 2, INSTALL POWER TRANSFER SWITCH. ) 3. ENGINEER WILL RENEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 4. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 150, 3000, 4500 GALLON STEP TANK /PUWP TAW DWG. NO 7 -11 TABLE FOR FEEDER_ WIRE RUN_ 1500 GAL 3000 GAL 4500 GAL72" D -i 4 60" 1 72 F8 AWG COPPER 4 4 5" A.C. PAVEMENT 3- NN. GRADE BI AX, PAVING OVER 4' CFRUSHEO SELECT BACKFILL D -3 4 50 62 62" V -/ I. GAL 600 GAL u V -2 1 1100 GAL 1 2400 GAL LAmAANOSCAPE OVER 4• MIN, Tv E A NATIVE BACKFILL 21411811X•"1 1. 3 - 4" DIA, HOLES UNIFORMLY SPACED ACROSS WIDTH OF TANK INPERYELMDEVGUIDELINES). GU DFL E 2, INSTALL POWER TRANSFER SWITCH. ) 3. ENGINEER WILL RENEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 4. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 150, 3000, 4500 GALLON STEP TANK /PUWP TAW DWG. NO 7 -11 TABLE FOR FEEDER_ WIRE RUN_ WIRE SIZE MAXIMUM DISTANCE y12 AWG COPPER 150 FEET 10 AWG COPPER 250 FEET F8 AWG COPPER 350 FEET SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS DECAL - SEE 3K SURFACE TOP COURSE', COMPACT TO 95% n SPECIFICATIONS V A.C. PAVEMENT 3- NN. GRADE BI AX, PAVING OVER 4' CFRUSHEO SELECT BACKFILL i OVER GRAVEL BASE SURFACE TOP COARSE COMPACT TO 95% GRADES AND CURBS o SLOPES SHALL MATCH 5 3 u 5a iBPT. BE z¢ LAmAANOSCAPE OVER 4• MIN, Tv E A NATIVE BACKFILL TO SILENCE AURN TOP SON. COMPACT TO 11i LETTERING NATIVE BACKFILL PUSH LKiKT UNIMPROVED $UFACE N/A 2' ABOVE EXISTINGCOMPACTTOBSS FOIL SERVICE CALL CSBC " CRUSHED SURFACE BASE COURSE: 30,800 5" `- PADLOCK NTN DOMAIN KEY CENTERED ON FURNISHED BY THE CITY PANEL OF YELM. ALARM LIGHT AND SILENCE BUTTON I -C, 8 -IT12 FROM POWER TO STEP TANK - SIMPLEX SOURCE NbTE. 1'2 "C. 13 -1 PANEL SIZE MAY VARY TO STEP TANK - DUPLEX DEPENDING ON MANUFACURER 1'2 "C 17 -p2 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTBOL PANEL DWG- 67 -6 NOTE: CONTROL PANEL SHALL BE MOUNTED ON SIDE OF BUILDING CONTRACTOR TO EPDXY TWO 1' MANHOLE RING AND COVER PVC PIPE PIECES 1" LONG TO MANHOLE / FIBERGLASS LID FOR UFTING CONCRETE COLLAR-, 1' 2^ 6^ 14 GA. COPPER TONING OMPACTED BACKFILL WARE 2' -0" TAIL ABOVE GROUND RISER WITH FIBERGLASS LID ORENCO SYSTEMS, 21" PVC RISER REWIRES 24' RING & COVER INC. OR EQUAL. 24" PVC RISER REQUIRES 30 RING & COVER 30" PVC RISER REQUIRES 36" RING & COVER TRAFFIC BEARMVQ LD DNG, NO 7 -19 NTH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 1'21/4" ALL LIDS MIN (TYP.) Y MIN FINISH GRADE Y SLOPE TO NA 71V i H NATIVE- 2 14 GAUGE COr•PER I H PVC RISER, GRADE TONING IRE, 2' -0- ORENCO SYSTEMS, TAIL ABOVE GROUND INC., OR EQUAL ry FINISHED GRADE J = PRAIRIE PLAZA SHOPPING CENTER 30'0 RISER SEWER AND WATER - DETAIL SHEET A PORTION OF SEC. 30, TWP. 17 N„ RGE 2 E, W.M. CITY OF YELM, THURSTON COUNTY, WA"4GTON I ALARM HIGH LEVEL ON 2 4" ON 1 3 6" ' fop view operating nut OFF FLOAT .9ETTINCi VAULT I~ Limile of payment tLLOWLEVELALARM4 * spy 1p Paint H Brant2" ru D E SIO WS FOR ll Wsalher shield REDUNDANT OFF O O Sun Yellow High Bonnet DUPLEX PUWP VAULT Glad. 1331E2amel - 2 /T "Hose eonneelIon 3' x 3' x 4' DWG. NO. 7 -14 I HYDRANT OFFSET v` with threads CLASS 3000 1/¢Q Steamer connection CONCRETE PAD wlfh^ NST threads See vane boX and 5' Sbrz adaDler valve stem delall- IS" zoo Style S-37 w /SC sap 6 -12 4 • 8 " -24" Ground 6" MIN. BEDDING SERVICE BOX - CARSON INDUSTRIES MODEL NO 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" SPLICE TO EXISTING ( USE IN NON - TRAFFIC AREAS) 14 GAUGE TONING WIRE PATH BUTT 14 GA. INSULATED COPPER TONING NRE CONNECTORS AND HEAT SHRINK TAPE FINISH SPLICE TONING WIRE FOR SERVICE TO GRADE MAINLINE TONING "RE AND WRAP SPLICE NTH HEAT SHRINK TAPE EXISTING 1 PVC 7YP,) FUR USE NTH NON- TRAFFIC BEARING TANKS) TpYP IiC AL NOT DWGp'G -tB RISER AND LID SHALL BE 24- ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLE% PVMP VAULT INSTALLATIONS. CONNECT TO / MIN. EXISTING PVC JSERVICELINE 1" SCHEDULE 40 PVC SNP 2" x 1" REDU CER PVC SWING CHECK AS REWIRED VALVE SL x SL / 1" BALL VALVE, SL x SL J 1" BALL VALVE, SL x SL A" PVC NIPPLE, SL x SL - I DIA. PVC TYPICAL REDUCING TEE SERVICE ICAEC M OR PIPE SADDLE — DWG. NO 7 -2 RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE— FINISH GRADE L BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS SEEP AS POSSIBLE SEWER LINE PIPE BEDDING FOR FLEXIBLE PIPE PIPE O.D. VI-12" PRESSURE 24 GRAVITY RESTORATION TABLE 1 z ccANANTS/ TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS CRUSHED C CRUSHED SURIfACE SELECT BACKFILL 3K SURFACE TOP COURSE', COMPACT TO 95% n Varies V A.C. PAVEMENT 3- NN. GRADE BI AX, PAVING OVER 4' CFRUSHEO SELECT BACKFILL i OVER GRAVEL BASE SURFACE TOP COARSE COMPACT TO 95% GRADES AND CURBS o SLOPES SHALL MATCH 5 3 u 5a KYDROSEED/ PLANIRNGS z¢ LAmAANOSCAPE OVER 4• MIN, Tv E A NATIVE BACKFILL L BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS SEEP AS POSSIBLE SEWER LINE PIPE BEDDING FOR FLEXIBLE PIPE PIPE O.D. VI-12" PRESSURE 24 GRAVITY RESTORATION TABLE 1 SURFACE THICKNESS BACKFILL/ ccANANTS/ TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS CRUSHED C CRUSHED SURIfACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE', COMPACT TO 95% SMOOTH At CONSSTANT Varies WIN EXISTING A.C. PAVEMENT 3- NN. GRADE BI AX, PAVING OVER 4' CFRUSHEO SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL EXISTIN OVER GRAVEL BASE SURFACE TOP COARSE COMPACT TO 95% GRADES AND CURBS Boekllll to top of drain ring housing SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING, SELECT BACKFILL MATCH EXISTING FINISH DRIVEWAY /SIDEWALK) CONCRETE MICKHE :SS COMPACT TO 95% TEXTURE. AND GRADE. KYDROSEED/ PLANIRNGS FINISH GRADE SHALL BE LAmAANOSCAPE OVER 4• MIN, Tv E A NATIVE BACKFILL SMOOTH & CONSISTANT TOP SON. COMPACT TO 11i WITH EXISTING GRADE NATIVE BACKFILL MOUND BACKFKI UNIMPROVED $UFACE N/A 2' ABOVE EXISTINGCOMPACTTOBSS GRADE A SMOOTH CSBC " CRUSHED SURFACE BASE COURSE: 30,800 CSTC " CRUSHED SURFACE TOP COURSE TYPIC ALI NNU 1 30.800 pIp TF NCH1 1 7,900 DI CX0 NATIVE OR SELECT BACKFILL AS DIRECTED BY ENGINEER. 6" 5 9 NOTE:_ INSTALL TANKS AS PER DETAIL OR BEDDING MATERIAL FORMANUFACTURER'S RECOMIMENDATION RIGID PIPEWHICHEVERISMORESTRIINCENT, ( SECTION 9 -03.15 WSDOT 1994 STANDARD SPECIFICATIONS) CITE TAW BEDDM DWI. NO. 7 -17 Standpipe C Y 6' Flanged fire S' Minimum h drool fee 8" 6" loss 50 ductile IronX. cut to length 6" gate valve, I X MJ See note below 15" Varies CURB STOP) MIN. 4 "X8 "X16" concrele block J Hydrant shoe VALVE BOX OR - Boekllll to top of drain ring housing DIA. PVC RISER bolls with 2" washed rack as shown Plastic barrier between SERVICE SADDLE thrust block and too 6' x 6' sheet of 11 roll. plastic or con- 6' struction fabric, covering 2" washed rock 15,800 32.000 Conttale thrust block - Notes cos+ -in -place against 22,700 filling only 1. Hydrants shall be located In 12.100 accordance with Section 6.060. 30,800 In addition, a minimum three fool 1 30.800 radius unobstructed working area shall 1 7,900 be provided around all hydrants. CX0 l 2. Hydrant shot be Watereus Pacer, RIG E F EF• Fl 1 DRAM 1 MAIL Dresser M & H Reliant style 929, DWG. NO. 6 -8 Mueller Centurion, or Clow F -2500. n 3. Gate valves shall be resiiNnl wedge NRS with 0 -ring awls. Valve ends shall be Mechanical Joint by ANSI flanges. o3a Valves shall conform to AWWA 509 -80. Valves shah be Mueller M &H, Kennedy, z Clow R/W or Walerous SMes 500. N Z W I 3 SIZE A COVER 1 1/2" 13 1/4" 15" 2" 17 1/4" 15" 3" CURB STOP) WATER" CAST IN LID OUTSIDE PAYED AREA TRACER WIRE SEAL NM AR4000W ACP - 0' CSTC RECESSED HANDLE TYPE BALLAST ITS CONCRETE CL 3000 l INSIDE PAVED ROADWAY NOTE: ALL VALVES MUST HAVE 14 QUAGE INSULATED COPPER TRACER *RE TED OFF AT VALVE BODY, - EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND D VALVE OPERATING NUT OR 1 7/8" X 17/8' X 2- NIGH GRADE STEEL WELDED TO RISER SHAFT_ m 3/16' Thk X 5 1/5' OA STEEL GUIDE PLATE WELDED TO RISER SHAFT. m 2'X2 "X 3/16^ SQUARE STRUCTURAL STEEL'TUBIRG TO FIT OPERATING NUT. LENGTH AS REWIRED. NOTES: I. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JONES. 2, ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. CITY STANDARD FOR COPPER SETTERS ARE I I /2' - FORD VFH 66 -15x13 OR EQUAL 2" - FOND VEH 77 -15x17 OR EQUAL 3' - HARD PLUMBED METER BOX - COVER 3" MALE INLAND FOUNDRY 1248 ADAPTER 3 4' VALVE BOX NTH YELM lo' 1 8 3/4 CURB STOP) WATER" CAST IN LID J SECTION VALVE BOX OR - STOP DIA. PVC RISER FINISHED GRADE SEE DETAIL 6 -12 SERVICE SADDLE 22.300 ROMAC 2025 OR 6' ROCKWELL 313 15,800 32.000 2% SLOPE TO BOX 81900 4,500 22,700 43,600 23,600 12.100 6.100 30,800 87,000 1 30.800 1 15,700 1 7,900 r6" SDR 35 PVC SEWER CX0 i Grn S Qa PIPE CONFORMING TO ASTM n ro 3034. RISER PIPE TO BE o3a z PLUMB AND CENTERED N p N E °v a OVER VALVE STEM. BALLAST ITS CONCRETE CL 3000 l INSIDE PAVED ROADWAY NOTE: ALL VALVES MUST HAVE 14 QUAGE INSULATED COPPER TRACER *RE TED OFF AT VALVE BODY, - EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND D VALVE OPERATING NUT OR 1 7/8" X 17/8' X 2- NIGH GRADE STEEL WELDED TO RISER SHAFT_ m 3/16' Thk X 5 1/5' OA STEEL GUIDE PLATE WELDED TO RISER SHAFT. m 2'X2 "X 3/16^ SQUARE STRUCTURAL STEEL'TUBIRG TO FIT OPERATING NUT. LENGTH AS REWIRED. NOTES: I. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JONES. 2, ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. CITY STANDARD FOR COPPER SETTERS ARE I I /2' - FORD VFH 66 -15x13 OR EQUAL 2" - FOND VEH 77 -15x17 OR EQUAL 3' - HARD PLUMBED METER BOX - 1 1/2 " -3" POLYETHYLENE LINE 1/2 " 3" MALE 3,600 ADAPTER 1,000 BALL VALVE FORD CURB STOP) PACK JOINT 2,300 CORPORATION VALVE BOX OR - STOP DIA. PVC RISER 4,000 SEE DETAIL 6 -12 SERVICE SADDLE 22.300 ROMAC 2025 OR 6,200 ROCKWELL 313 15,800 32.000 2% SLOPE TO BOX a CURB D a D 4 < O A 0 A D v 6 -12 CHECK 4- 21" WITH CAP FOR OTHER INSTALLATIONS. 12" r FORD PACK JOINT CORPORATION STOP TYPE F 1101 PLASTIC LINE (USE 200 BY -PASS VALVE I P51 PHILLIPS DRISCO PIPE W/LOCKABLE CAP22 /= 5100 POLYETHYLENE PIPE) 7 BELL REDUCER FORD BALL VALVE WITH PACK JOINT & FEMALE 1 1/2 " -3" MALE I.P. THREADS ADAPTER SERVICE SADDLE STANDARD COPPER SETTER WITH BYPA95 DWG. NO. 6 -3 VALVE STEM RISER LENGTH VARIES) TRENCH BOTTOM GATE VALVE SHONN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES STANDARD 'VAL X DWG. N0. 6 -12 NOTE: ALL WELDS 70 SHAFT SHALL BE 1/4' FILLET WELD ALL AROUND. APPjROVE``D FOR CONSTRUCTION BY: '"DATE: I0••1% DIRECTOR PUBLIC WORKS LIVE TAP 2' TYP. APPROVAL EXPIRES: love ZZ'71 2' TTP. W sR FLPPINJ VALVE S5GIMESS µ,yE ANp SITE L( TAPPING S L IEDU A7 HAIL EDEAS 3 OF viii NOTES: I. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. CONTROLLED DENSITY BACKFILL IS A PLANT MX CONSISTING OF : 31001 SAND, 450j WATER, AND ONE SACK 94j) OF CEMENT. 3, NJ CUT N TEES SHALL NOT BE PERMITTED. 4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY TWO" INSTALLATION. y: = O eji W qu•vI I • wi / 1 , M , C \ nm ' ' moo % v\' ? Ch< • \ 1 1 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSUREPIPE DIAMETER 4" S. 8" 10" 12' 14" 16" 90' BEND 45• BEND 2 -1/2' BEND 11 -114• BEND DEAD END OR TEE 3,600 21000 1,000 500 2, 600 8,000 4,400 2,300 1,200 5, 700 14,300 7.700 4,000 2,000 10, 100 22.300 12.100 6,200 3,100 15, 800 32.000 17,400 81900 4,500 22, 700 43,600 23,600 12.100 6.100 30, 800 87,000 1 30.800 1 15,700 1 7,900 40. 300 couPllttlNGH END) CUT -IN - TEE BOTH ENDS) TEE FL x PLATE MJLLVE TEE SOU; SMD+ SUPPOR CONCRETE THRUST BI CONNECTION TO EX$STING MAIN DWG. N0. 6 - 11 NOTES: SAFE SOIL BEARING LOADS I. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE Fall tlGlcaNnA TIMOWeNMQ M AGAINST UNDISTURBED (EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE Hs soot oVpllTl Eel lDrcl®esr T THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. POUNDS PER 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE SOIL SQUARE FOOT FEET (S.F.): MUCK, PEAT 0 EXAMPLE : 12" - 90- BEND IN SAND AND GRAVEL SOFT CLAY1100032,000 LBS - 3000 LB' /S.F. ® 10.7 S.F. OF AREA A 19 0. AREAS MUST BE ADJLMM FOR 071@1 PPE 8QE. PFMBWM AND SAND 2, 000 BOLL OONDINO1B. SAND & GRAVEL 3, 000 4 BLOCgp 4Wl1l ADEQUATE TO WnWAND FULL TEST PI BItE SAND & GRAVEL 1, 000 NEED WITH AS WELL AS TO COMIMI06•LY BWTIiTAND CFMTNO PI BIWE UNDER CLAY ALL OOFCR101! OFTHRUSTRUS 1 LOADS HARD SHALE 10, 000 DWG. NO 6 - 15 bx0vA n f11p'}B}.{L1F I 6 a it 11jEp y ^ z W I 1I" LPlJ1a I3. W N d Ul Y C o Q A 19 ILA P omr m 0 A 0o 41 oCX 0 i Grn SQ a n ro o3a z p N E ° v a 0 c V ab z J5 s 5 T O r NI t IN m 22 1997 a T ill A IPEX al I I3. x4/ia / 4S 1 I7 7E • 1 I IiY • T • • r F 1 1 1 , 1 im mO01 W N dUl C o A 19 ILA P omr m n A 0o 41 oCX 0 i Grn SQ a n ro o3a z N E ° v a 0 c abz s 5 x4/ia / 4S 1 I7 7E • 1 I IiY • T • • r F 1 1 1 , 1 im mO01 N dUl C A 19 Noomr m i A 0o 41 A o vCX 0 Grn SQaro o3a co o rn N E °v 0 rUnr abz sOO NI t IN m 22 1997 T IPEX al SHEET S OF 5 FLE NO II 2=