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Construction Plans #3 061709ABBREVIATIONS ACP = ASPHALT CONCRETE PAVEMENT ADJ = ADJUST A.P. = ANGLE POINT A55M = ASSEMBLY BO = BLOW OFF BVC = BEGIN VERTICAL CURVE CB = CATCH BA51N CDP = CONTROL DENSITY FILL C.I.P. = CAST IN PLACE CL, = CENTERUNE, CLA55 CONC = CONCRETE CONST = CONSTRUCTION C.P. = CONCRETE PIPE C5P = CORRUGATED STEEL PIPE C5TC = CRUSHED SURFACING TOP COURSE A = DELTA DI, DIP = DUCTILE IRON PIPE DIA, 0 = DIAMETER E = EAST EIEC = ELECTRICAL EL, ELEV = ELEVATION EOP = EDGE OF PAVEMENT ESMT = EASEMENT EVC = END VERTICAL CURVE EX5T, EX = EXISTING FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW LINE FM = FORCE MAIN G5P = GA5KETED SEWER PIPE HDPE = HIGH-DENSITY POLYETHYLENE PIPE HP = HIGH POINT ID = INSIDE DIAMETER IE = INVERT ELEVATION IR, IRR = IRRIGATION L = LENGTH LCPE = LINED CORRUGATED POLYETHYLENE PIPE LT = LEFT LP = LINEAL FEET LP = LOW POINT MAX = MAXIMUM MH = MANHOLE MIN = MINIMUM MSE = MECHANICALLY STABILIZED EARTH N = NORTH N.I.C. = NOT IN CONTRACT N.T.S. = NOT TO SCALE O.C. = ON CENTER O.D. = OUTSIDE DIAMETER PAVT, PAVT = PAVEMENT PC = POINT OF CURVATURE FCC = POINT OF COMPOUND CURVE PI = POINT OF INTERSECTION PP = POWER POLE PRC = POINT OF REVER5E CURVE PROP = PR0P05fD PT = POINT OF TANGENT PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTERSECTON R, RAD = RADIUS R/W, ROW = RIGHT-OF-WAY RT = RIGHT 5 = SOUTH 5CH = SCHEDULE 5D = 5TORM DRAIN 5HLDR = SHOULDER 55 = SANITARY 5EWER 55MH = SANITARY SEWER MANHOLE STA = STATION 5TD = 5TANDARD 5WP = SOLVENT WELD PIPE T = TANGENT TICE = TEMPORARY CON5TRUCTION EASEMENT TEMP = TEMPORARY TYP = TYPICAL UGT = UNDERGROUND TELEPHONE VC = VERTICAL CURVE W = WE5T W/ = WITH W.Q. = WATER QUALITY 11 YELM LDS CHURCH IMPROVEMENTS PROJECT GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THUR5TON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE M05T CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THE5E DRAWINGS AND TO OBTAIN ACCEPTANCE BY THUR5TON COUNTY, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVAL5 AND PERMITS. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCESSIBLE AT ALL TIMES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVDD PLAN5, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. G. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE THUR5TON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE 5TART OF CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE -CONSTRUCTION" STATE OR BETTER. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 9. THE INTENT OF THE5E DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWING5 OF DETAIL OF WORK WHICH ARE NECE55APY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RtUEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. 10. ANY PPOP05ED ALTERATIONS BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THE5E DRAWING5 SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND INSPECTOR. 1 1 . KPFF CONSULTING ENGINEERS IS REQUIRED BYTHUR5TON COUNTY AND THE CITY OF YELM TO PROVIDE A5-5UILT CERTIFICATION PRIOR TO FINALJURI5DICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY A5-BUILT5 UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND 5TORM MAINS PRIOR TO BACKFILLING, 12, CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLA55 3000 CONFORMING TO THE REQUIREMENT OF SECTION G-02 OF THE 2008 W5DOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRED AT THE DEVELOPERS OR CONTRACTORS EXPENSE. THE TESTING SHALL BE ORDERED BY THE DEVELOPER OR CONTRACTOR AND CHOSEN TESTING LAB SHALL BE APPROVED BY THE COUNTY. TESTING SHALL BE DONE ON ALL MATERIALS AND CON5TRUCTION A5 SPECIFIED IN THE WSDOT / APWA STANDARD SPECIFICATIONS. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL STORM DRAIN NOTES I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE THUR5TON COUNTY PUBLIC WORKS STANDARDS AND THE M05T RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2. TEMPORARY ER05ION/ WATEP POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN AND SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THUR5TON COUNTY AND/OR OTHER GOVERNING AUTHORITIES OR AGENCIES. 4. A PRE -CONSTRUCTION MEETING WILL BE HELD PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAINS AND RETENTIOWDETENTION AREA5 WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 7. SPECIAL STRUCTURES, OIUWATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLAN5 AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLAN(5) A5 REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOUR5 PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER 5Y5TEM5 SHALL BE A5 FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA51N5/MANHOIE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTION/DETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL 5TORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BA51N/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND TH05E PIPE5 THAT DAYLIGHT. 1 1 . PIPE MATERIAI5 USED FOR 5TORMWATER. CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE A5 SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PIANS ON FILE WITH THE JURISDICTION. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION. 13, A COPY OF APPROVED STORM WATER PLAN5 MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 51MILAKLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR 51TE5 WHERE GRA55 HA5 BEEN PLANTED THROUGH HYDRO5EEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GPA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED 5YJUR15DICTION. ENGINEER'S CERTIFICATION: THE DESIGN IMPROVEMENTS SHOWN IN THI5 5ET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THUR5TON COUNTY ROAD STANDARDS AND THE DRAINAGE DESIGN AND ER0510N CONTROL MANUAL FOR THUR5TON COUNTY. ALL DESIGN VARIANCES HAVE BEEN APPROVED BY THUR5TON COUNTY. I APPROVE THE5E PLAN5 FOR CONSTRUCTION. 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION, I G. ALL EROSION AND 5TORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 17. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET U5E AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT-OF-WAY. IT AL50 SHALL BE RE5PON5115IUTY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE IRE5PON51BLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEA5T ONE fl -AGGER, FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W.5.D.O.T. STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND 5lRUCTURE5, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, 5AW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS A5 NECESSARY TO CAU5E THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO U5E. 21. COMPACTION OF ALL FILL AREA5 SHALL BE PER CURRENT APWA 5PECIFICATION5. FILL SHALL BE PROVIDED IN G" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIOR TO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTIILITIE5 SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF A55UME5 NO RESPONSIBILITY FOR U15TING UTI ITL NOT SHOWN HEREON. E L ES SHOWN OR RE N TH CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTIUTY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. 510 � N SITE sm L� F` 105TH VESE O � 109THA VESE T VICINITY MAP NOT TO SCALE PROJECT DATA: PARCEL# 22730210900 51TE ADDRESS: 10423 CLARK RD 5E YELM, WA 98597 SECTION: 530 T 1 7N K2E LEGAL DESCRIPTION: 30-17-2E PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY TOTAL 51TE AREA: 3.45 Ac CUT: 339 CU. YD5. FILL: 297 CU. YD5. NET: 22 CU. YD5. <CUT> ARCHITECT HOCH5TRA55ERA550CIATE5, ARCHITECTS 5801 80TH AVE COURT WEST UNIVERSITY PLACE, WA 98467 PH. (253) 224-4101 FAX (253) 5G5-6826 CONTACT: GARY HOCH5TRA55ER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS P.O. BOX 2328 155AQUAH, WA 98027-0105 PH. (425) 392-12GO FAX (425) 392-3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3GO) 292-7230 FAX (3GO) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY. PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3GO) 292-7230 FAX (3GO) 292 7231 CONTACT: THOMAS SWIFT, PLS CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOX CONSTRUCTION BY. DATE: DEVELOPMENT REVIEW ENGINEER ArFROVAL exPlREs. MERIDIAN: WA5HINGTON STATE PLANE C OORDINATE 0 SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SHEET LIST TABLE DRAWING TITLE COVER SHEET EXISTING CONDITIONS AND DEMOLITION PLAN TESC PLAN TESC DETAILS AND NOTES GRADING PLAN GRADING DETAILS SHEET DRAWING I C 1.0 2 C 1 . 1 3 C2.0 4 C2.1 5 C3.0 G C3. I 7 C3.2 GRADING DETAILS ONSITE COMPOSITE UTILITY PLAN ROADWAY 4 SEWER PLAN 4 PROFILE 8 C4.0 9 C4. I 10 C4.2 ROADWAY 4 SEWER PLAN 4 PROFILE UTILITY DETAfL5 UTILITY DIETAILS UTILITY DIETAI1-5 SIGNING AND STRIPING PLAN 4 DETAILS 11 C4.3 12 C4.4 13 C4.5 14 C5.0 GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THUR5TON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE M05T CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THE5E DRAWINGS AND TO OBTAIN ACCEPTANCE BY THUR5TON COUNTY, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVAL5 AND PERMITS. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCESSIBLE AT ALL TIMES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVDD PLAN5, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. G. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE THUR5TON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE 5TART OF CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE -CONSTRUCTION" STATE OR BETTER. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 9. THE INTENT OF THE5E DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWING5 OF DETAIL OF WORK WHICH ARE NECE55APY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RtUEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. 10. ANY PPOP05ED ALTERATIONS BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THE5E DRAWING5 SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND INSPECTOR. 1 1 . KPFF CONSULTING ENGINEERS IS REQUIRED BYTHUR5TON COUNTY AND THE CITY OF YELM TO PROVIDE A5-5UILT CERTIFICATION PRIOR TO FINALJURI5DICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY A5-BUILT5 UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND 5TORM MAINS PRIOR TO BACKFILLING, 12, CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLA55 3000 CONFORMING TO THE REQUIREMENT OF SECTION G-02 OF THE 2008 W5DOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRED AT THE DEVELOPERS OR CONTRACTORS EXPENSE. THE TESTING SHALL BE ORDERED BY THE DEVELOPER OR CONTRACTOR AND CHOSEN TESTING LAB SHALL BE APPROVED BY THE COUNTY. TESTING SHALL BE DONE ON ALL MATERIALS AND CON5TRUCTION A5 SPECIFIED IN THE WSDOT / APWA STANDARD SPECIFICATIONS. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL STORM DRAIN NOTES I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE THUR5TON COUNTY PUBLIC WORKS STANDARDS AND THE M05T RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2. TEMPORARY ER05ION/ WATEP POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN AND SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THUR5TON COUNTY AND/OR OTHER GOVERNING AUTHORITIES OR AGENCIES. 4. A PRE -CONSTRUCTION MEETING WILL BE HELD PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAINS AND RETENTIOWDETENTION AREA5 WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 7. SPECIAL STRUCTURES, OIUWATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLAN5 AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLAN(5) A5 REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOUR5 PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER 5Y5TEM5 SHALL BE A5 FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA51N5/MANHOIE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTION/DETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL 5TORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BA51N/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND TH05E PIPE5 THAT DAYLIGHT. 1 1 . PIPE MATERIAI5 USED FOR 5TORMWATER. CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE A5 SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PIANS ON FILE WITH THE JURISDICTION. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION. 13, A COPY OF APPROVED STORM WATER PLAN5 MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 51MILAKLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR 51TE5 WHERE GRA55 HA5 BEEN PLANTED THROUGH HYDRO5EEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GPA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED 5YJUR15DICTION. ENGINEER'S CERTIFICATION: THE DESIGN IMPROVEMENTS SHOWN IN THI5 5ET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THUR5TON COUNTY ROAD STANDARDS AND THE DRAINAGE DESIGN AND ER0510N CONTROL MANUAL FOR THUR5TON COUNTY. ALL DESIGN VARIANCES HAVE BEEN APPROVED BY THUR5TON COUNTY. I APPROVE THE5E PLAN5 FOR CONSTRUCTION. 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION, I G. ALL EROSION AND 5TORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 17. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET U5E AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT-OF-WAY. IT AL50 SHALL BE RE5PON5115IUTY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE IRE5PON51BLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEA5T ONE fl -AGGER, FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W.5.D.O.T. STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND 5lRUCTURE5, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, 5AW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS A5 NECESSARY TO CAU5E THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO U5E. 21. COMPACTION OF ALL FILL AREA5 SHALL BE PER CURRENT APWA 5PECIFICATION5. FILL SHALL BE PROVIDED IN G" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIOR TO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTIILITIE5 SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF A55UME5 NO RESPONSIBILITY FOR U15TING UTI ITL NOT SHOWN HEREON. E L ES SHOWN OR RE N TH CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTIUTY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. 510 � N SITE sm L� F` 105TH VESE O � 109THA VESE T VICINITY MAP NOT TO SCALE PROJECT DATA: PARCEL# 22730210900 51TE ADDRESS: 10423 CLARK RD 5E YELM, WA 98597 SECTION: 530 T 1 7N K2E LEGAL DESCRIPTION: 30-17-2E PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY TOTAL 51TE AREA: 3.45 Ac CUT: 339 CU. YD5. FILL: 297 CU. YD5. NET: 22 CU. YD5. <CUT> ARCHITECT HOCH5TRA55ERA550CIATE5, ARCHITECTS 5801 80TH AVE COURT WEST UNIVERSITY PLACE, WA 98467 PH. (253) 224-4101 FAX (253) 5G5-6826 CONTACT: GARY HOCH5TRA55ER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS P.O. BOX 2328 155AQUAH, WA 98027-0105 PH. (425) 392-12GO FAX (425) 392-3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3GO) 292-7230 FAX (3GO) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY. PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3GO) 292-7230 FAX (3GO) 292 7231 CONTACT: THOMAS SWIFT, PLS CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOX CONSTRUCTION BY. DATE: DEVELOPMENT REVIEW ENGINEER ArFROVAL exPlREs. MERIDIAN: WA5HINGTON STATE PLANE C OORDINATE 0 SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON Iti ISI SEPTIC SYSTEM ABANDONMENT NOTE: EX15TING SANITARY DRAIN FIELD5 TO BE ABANDONED PER THUR5TON COUNTY HEALTH DEPARTMENT, CONTRACTOR TO OBTAIN PERMIT FROM THURSTONIf COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL RECOMMENDATION5 OF SOILS REPORT DATED JUNE 2007. DRAINMELD LOCATION5 5HOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPFF. 1 ll 11 /�g SAW CUT DOTING A51PHALT t 21M= J41 52 rr DOTING TDPPNONE PED15TALTO BE RHDCATtD. CONTRACTOR r 14" < UN S 338 02 MV -X41.31 TO COORDINATE WTRI PAIRPOINT COMMUNICATION5 24" (ONS T X38 02 h i4 COP S "; 62 r , M A TPI '4" r 24 CON( N 332 Jti Y II{I 1 c ONC 4 - 338 (7 DOTING UTILITY POIi TO BE RELOCATED. � �, •• �, _, �r�.•• ., ' ii"'��_� ._. %' 8b^300 C 688.76 .� THE NW CONTRACTOR TO COORDINATE WRH PSE r + J " F11 !'9PEH p 4lrtF�if+*F.3f�q�IF _ k -_- - - t f ii' it Dfl$IING CURB TO BE RBAOV® �" CONTx*cmmRgTORt s \ - ARE4 'Jt DIN f l k R S ANY CIN® DAAAJ� OIIIUNG ' M = 34 " 61 I —f 4 ARRRf HOM b 7010"R i., OWNG/COMONSTO i4' ( F\3.sb'_; e'1. ,I SAW CUT F705TING ASPHALT -P, -_ / p & {40_Sc- .'38.44 \ \ i ' RIM 4 IE zc t Olvr, w I Gr k I I � � TO NG ,<' I k -- P10STIN¢UWD9CME V / % /'; M �' EiUWDTO BE ROAOVID F G6 _ v _ } i i / / r % ' ,v NG SIDEWALK 70 REPLACED .. 1 T " ' - - BUILD;NG ' /, j� _t: ,v. ATTER DRAINPIDD aM- 34S 9 --\ _ 24 � A$SI1MH1 WATBC LOCAr J4 t (�C'nT E �'.- 34 FO �i L/l�l i TION I A I{ � /_ o / � ✓ .,�. . 1 � 1 I �, � u JIM1% a 009TINGAWr \ To BE D]Wky, l.. li� CIM TO M06TCH MG. CI, IS1NG 5�TIC TANK 51PAYALK Nm _.-.. IIB" ✓,^iJ-.3.s<1./p III r roeeReaoveD a' _ _ I>✓c ssB.Gs —�0( = MMNG 5� OECfRICAI__ To FOR IXISTIN TO BE RPMOVED ,"1 1 �l I u � � i \ IO aI\\ f6 V�� \. - j/ ✓!l 1,t +� cr \[\�\ •air.. 1Fe\,I /� IE BAPPROXIMATE51,4 4LOCATION OF EXISTING /j/ anT ,N.�{¢ �'p �r� BE RBd0VED -. __.. C1 307':,,,,;0 'I /1 �� N :OU` '"rr % ✓ SEPTIC DRAIN FIELD TO BE REMOVED 0099NG AOA R/MP TO BE RlAgVID i FX TM 11 )H('m Hbii D!Nr; / OONC"5uBTOBEREMOVED sDewnixroee' FOR -- as8 07 e 1 j%�j _ To RD�D�cAT 505TING UGHT PM TO EE ++ J COU RK( ION CIIIH PLR T1llr TOJ -- % - H ~r ----- - p COUNTY FIA F.L J I NO h AUDITCJI '.' �\. \ � rrsa / RIM- 3c3.6t TOBERBAOV® I �� REMOVED (T1PJ 8i RL N MUFK 36 i ,f 4NlJ -Ht PIA! A A IF [4' CONC N- ` Or EI M TERRA NIH) UNDER AJ ITOR 5 /� 4i; r LA CH APPEARS EARS ,1;, He 7.585, AHANDONr P)FIMM `ATON. � ' 5 �>ve � /�'/'' I e I I err N/MHEk ihBWBL GADAWNS ML HOUSE. fXmNG ARDB. " rb //-ro�SC4 ;s:: F '. ✓, t I` ✓ cY,f - -'I { I� KWOM 035TM IN109(.hPE ,� I I OIAND TO BE RM40M PROPERTY UNE (fYP.) OOSTING CURD TO BE RI ''D D i`4"e-- �[ X11 GRADING UMII9 UNE (IYP.) Ci o e'rlT _si. BE RBdW®r � �" F r 'S I '.I So1 !II Lvo c hr I r r w*• Not FOUND I IE:-oIE71\1n FIRE HYDRANT WATER 3 04/1 4 04/. 5 06/1 NO D SEPTIC TANK LID So1 !II Lvo c hr I r r w*• Not FOUND I IE:-oIE71\1n FIRE HYDRANT POLE ANCHOR GUY POLE C POWER TRANSFORMER GAS METER GAS VALVE TELEPHONE MANHOLE TELEPHONE PEDESTAL SIGN TRAFFIC SIGNAL POLE ' LUMINARE 1 11 1 LIGHT J—BOX UTILITY POLE FENCE 11 WATER METER WATER VALVE IRRIGATION VALVE OS SEPTIC TANK LID CATCH BASIN OD STORM DRAIN MANHOLE POLE ANCHOR GUY POLE C POWER TRANSFORMER GAS METER GAS VALVE TELEPHONE MANHOLE TELEPHONE PEDESTAL SIGN TRAFFIC SIGNAL POLE ' LUMINARE 1 11 1 LIGHT J—BOX UTILITY POLE FENCE 11 MAILBOX 41, 1 CONIFER TREE AS NOTED DECIDUOUS TREE HANDICAP PARKING STALL `l TURN LANE EDGE OF PAVEMENT GUTTER LINE POWER LOCATES PHONE LOCATES GAS LOCATES WATER UNE SEWER FORCE MAIN — — — — SAW CUT LINE N — — GRADING LIMITS/WORK LIMITS LINE XXX XXX.XX SPOT ELEVATION (PROPOSED GRADE) XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. 5OUTH NGVD 20 ZONE 4602 TC RTC POINT 838 " ROCK MAIMING WNL -5G 5TA DMD DETAIL ON THIS SHEET ♦ NEW STORAGE BUILDING, GIZNB'HAL NOTES: I. II—JI ies highr eNen ii shall be constructed I rocks nr geadueted s rrom 1—j, '0 2—man from M11— to tnp Rwkeries n(sas .9 or I- shell he c intruded of 3- men la u rrom hattom to top. Rock sim cetego.I- shall q_ men rinks (300 to 600 pounds), 13 lnahas in IeesA m Thrca�m deka (300 fo 1200 peundaJ. I6 inchve In levt dim n, Four�mm, rxks (I6W to '2200 pounds). IB hmhns 1n Least dimevsm¢ ,I—iman inch (EQIO I. 9<OO pounds), 20 -L-in laws1 aim n E. rhe kng di an.. he mstauad ., tb a comm rnm. a 'Cha mag almanalnn nr the roo67 abmisce or,enled tnwerdv ma henk 1. provldaum 1.tY- Al. 'Che r x11111.11 . by piecedif so es to bck into two rvcks 1n the loner flat. I Ceu for na,=Lian prior m Oafs anrse being p'ancea (tor eri(mGan r rockery li Lt louMehon fu I d cock 6 necignarpne 1-1. masse-dlmlaa abed carry me seal or mNl ®aa expana o d ml sena aa. Ai NEW PARKING SPALLS l \ 7 PRAPHOY LINE (ITP.) ♦ ? \ , 3 1 FABRIC FABRIC AS REQUIRED DUE' TO SOIL CONDITIONS. AS REVIEWED AND APPROVED By TIRE COUNTY ENGINEER d' MIN DF 1 WASHED ROCK ROCK yy LBASE' COERSE DIAMETER OR IE". WHICHEVER IS GREATER. —AS DIRECTED BY COUNTY ENGINEER PERF. DRAIN WITH 4" MIN OF HOCX UNDER PIPE I BEVRIDNS-DATE - THURSTON COUNTY THIRSTON COUNTY ROADS AND TRANSPORTATION �L'S�EyR/VI�CESp� DEVELLV�f�M31 I REVEW ROADWAY STANDARDS ROCK RETAINING WALL APPENOIX9 A SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXIST. PARKING EXIST. CL. RM. BLDG. EXISTING CHURCH BUILDING 15,397 S.F. 09 ROCK MAIMING WALL -5EE STANDARD DETAIL ON THI5 SHEET 1 6I BAITER T $ EXISTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. X SEDIMENT OFF CLARK ROAD. ORIGINAL _-- GROUND BA51N LOCATIONS PER DETAIL ON DRAWING C2.1 O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 UNDISTURBED PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE EARTH 1. CONSTRUCT RETAINING WALLS AND GRADE PERVIOUS PARKING AREAS TO GIZNB'HAL NOTES: I. II—JI ies highr eNen ii shall be constructed I rocks nr geadueted s rrom 1—j, '0 2—man from M11— to tnp Rwkeries n(sas .9 or I- shell he c intruded of 3- men la u rrom hattom to top. Rock sim cetego.I- shall q_ men rinks (300 to 600 pounds), 13 lnahas in IeesA m Thrca�m deka (300 fo 1200 peundaJ. I6 inchve In levt dim n, Four�mm, rxks (I6W to '2200 pounds). IB hmhns 1n Least dimevsm¢ ,I—iman inch (EQIO I. 9<OO pounds), 20 -L-in laws1 aim n E. rhe kng di an.. he mstauad ., tb a comm rnm. a 'Cha mag almanalnn nr the roo67 abmisce or,enled tnwerdv ma henk 1. provldaum 1.tY- Al. 'Che r x11111.11 . by piecedif so es to bck into two rvcks 1n the loner flat. I Ceu for na,=Lian prior m Oafs anrse being p'ancea (tor eri(mGan r rockery li Lt louMehon fu I d cock 6 necignarpne 1-1. masse-dlmlaa abed carry me seal or mNl ®aa expana o d ml sena aa. Ai NEW PARKING SPALLS l \ 7 PRAPHOY LINE (ITP.) ♦ ? \ , 3 1 FABRIC FABRIC AS REQUIRED DUE' TO SOIL CONDITIONS. AS REVIEWED AND APPROVED By TIRE COUNTY ENGINEER d' MIN DF 1 WASHED ROCK ROCK yy LBASE' COERSE DIAMETER OR IE". WHICHEVER IS GREATER. —AS DIRECTED BY COUNTY ENGINEER PERF. DRAIN WITH 4" MIN OF HOCX UNDER PIPE I BEVRIDNS-DATE - THURSTON COUNTY THIRSTON COUNTY ROADS AND TRANSPORTATION �L'S�EyR/VI�CESp� DEVELLV�f�M31 I REVEW ROADWAY STANDARDS ROCK RETAINING WALL APPENOIX9 A SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXIST. PARKING EXIST. CL. RM. BLDG. EXISTING CHURCH BUILDING 15,397 S.F. 09 ROCK MAIMING WALL -5EE STANDARD DETAIL ON THI5 SHEET MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 53/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 EROSION CONTROL CONSTRUCTION NOTES: $ EXISTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. O CONTRACTOR TO USE APPROPRIATE TMC METHODS TO KEEP SEDIMENT OFF CLARK ROAD. OINSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OIN5TALL'5TREAMGUARD' INLET FILTER PROTECTION AT CATCH BA51N LOCATIONS PER DETAIL ON DRAWING C2.1 O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RETAINING WALLS AND GRADE PERVIOUS PARKING AREAS TO FINISH ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EX15TING BUILDING WHERE IY15TING PARKING 15 TO REMAIN, 5AW-CUT EXISTING ACP. 1 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT I COMPACT THE NATIVE SOIL BELOW THE SUBBASE. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH CONSTRUCTION PIANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROVISIONS OF CONSTRUCTION SPECIFICATIONS. f - I 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND I MAINTAIN UNTIL LANDSCAPING 15 COMPLETE. G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION DEBRIS. PLACE 1' ADDITIONAL A5TM NO.B JOINVOPENING FILLER AS NECESSARY TO FILL COMPLETELY. 1 1 CONSTRUCTION PHASING 1 _ THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE STEPS I 8 IN THI5 ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED �1 I OUT OF SEQUENCE, AS CONDITIONS REQUIRE. I II THE CONSTRUCTION SEQUENCE IS AS FOLLOWS: 1 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN THOSE LOCATIONS SHOWN ON THE PLANS. I Q 2. CLEAR AND GRUB THE PROJECT SITE. _ 0 1 3. BETWEEN NOVENBER 15t AND MARCH 315t, ALL DISTURBED AREAS T (1i GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE 1 �l THAN TWELVE HOURS SHALL BE STABILIZED BY ONE OF THE POLLOWING: MULCH, SODDING, OR PLASTIC COVERING. 1 Y 4. GRADE 5ITE AND INSTALL ALL PERMANENT 5TORMWATER FACILITIES. 1 5. INSTALL UNDERGROUND UTIUTIE5 (CABLE, TELEPHONE, POWER, SEWER, 1 WATER, ECT.) 1 * J G. PROVIDE CATCH BASIN PROTECTION BY INSTALLING SILT SOCKS AND ALL. 2S 1 INLETS TO DRAINAGE SYSTEM AS SHOWN ON PLAN. 7. AFTER PAVING 15 COMPLETE, INSTALL LANDSCAPE 50D AND/OR SEED, AND 1 MULCH ALL DISTURBED AREAS. 1 8. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE SITE IS 5TA15IUZED AND SILT RUNOFF CEASES. ' 1 9. DE5IGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE I _ TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM ' I 1 DRAINAGE SYSTEMS. I 1 LEGEND: t I L y% INLET FILTER PROTECTION FILTER FABRIC FENCE NEW AC PAVEMENT 0 NEW CONC SIDEWALK ® NEW PERVIOUS PAVEMENT .� DIST CONIC SIDEWALK EXIST. CONTOURS N 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 53/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 s� SEC. 30, T17N, R2E, W.M. i RETRIEVAL STRAP F av / 36" SEDIMENT ACCUMULATION INSTALLATION: • REMOVE CATCH BASIN GRATE • CLEAN DIRT AND DEBRIS FROM GRATE LEIDGE • PLACE STREAMGUARD INSERT OVER CATCH BASIN OPENING WITH BAG INSIDE BASIN • REPLACE GRATE, AT THE SAME TIME PINCH INSERT FABRIC BETWEEN GRATE AND FRAME •CUT EXCESS FABRIC OFF AND LEAVE THREE TO FIVE INCHES OF FABRIC AROUND OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE MAINTENANCE: • DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE SEDIMENT LEVEL •RECOMMENDED: EMPTY AND REINSTALL WHEN UNIT IS APPROXIMATELY HALF FULL (UP TO 12 INCHES SEDIMENT) • RECOMMENDED: REGULARLY INSPECT INSERTS AND LOG OBSERVATIONS AS A BEST MANAGEMENT PRACTICE. SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N. T, S. THURSTON COUNTY, WASHINGTON DRAWN BY: 1 06129/07 NLA NMW REVI510N5 PER THURSTON COUNTY COMMENTS .F CHECKED BY APPROVED BY MRS 4200 6th Avenue SE, Suite 309 DATE G- 2 03/14/08 292-7231 JOB NO: REVISIONS PER THURSTON COUNTY COMMENTS 3 04/08/09 REVISIONS PER THUR5TON COUNTY COMMENTS 4 04/22/09 REVISIONS PER CITY Of YELM COMMENTS 5 OG/03/09 FEV1510N5 PER CITY OF YELM COMMENTS NO DATE BY CKD APPR REVISION THURSTON COUNTY, WASHINGTON DRAWN BY: DESIGNED BY NLA NMW Consulting Engineers CHECKED BY APPROVED BY MRS 4200 6th Avenue SE, Suite 309 DATE G- 16-09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 406041 .20 STORM DRAINAGE DESIGN MANUAL IFIG 32 T 2'D' 2'6" FILTER FABRIC MATERIAL BO" HIDE ROLLS USE STAPLES OR HIRE RINGS TO ATTACH FABRIC TO NIRS 2" x 2" x 14 G HIRE FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 8" x 12" TRENCH 6' MAI( 2' x 4' WOOD POSTS, STANDARD OR BETIER OR EQUAL ALTERNATESTEEL FENCE POSTS 2'x 2'x 14 Ga WRE n FABRIC OR EQUIV. Io FILLER FAB IIYYI N PRONOE 3/4" TO 1 1/2" WASHED CRAWL BACKFILL ON BON SIDES OF FILTER FABRIC FENCE 2" x 4" W OD POST ALT. STEEL FENCE POSTS NI 5'B• REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: -1991 FILTER FABRIC FENCE DETAIL 02 ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: u `1 DATE: expires 2 years from acceptance date IPROJECT STANDARD EROSION CONTROL NOTES SILT FENCES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE 5PUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE UNE OF POSTS AND UP51LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT PENCE SHALL BE FASTENED SECURELY TO THE UP51LOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 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 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. G. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER P05T SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC 15 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 UP5LOPE AREA HA5 BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TREE PROTECTION FENCE NOTE: TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES TO BE PRESERVED. THE FENCING 15 TO BE INSTALLED AND INSPECTED BY THE THURSTON COUNTY INSPECTOR PRIOR TO ANY GRADING ACTIVITY, NO CONSTRUCTION ACTIVITY IS ALLOWED INSIDE THE TREE PROTECTION AREAS. HYDROSEEDING 1. SEED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER. 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G.,GECTEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING). 3. 5EED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NFCE55ARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, 5WALE5, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE, G. FERTIUZERS ARE TO BE USED ACCORDING TO 5UPPUER5 RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENEVER EXCAVATION OF THE SITE EXPOSES PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER AND BACKFILLED WITH SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO A WASTE SITE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE M05T CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND UBC REQUIREMENTS. MEASUREMENT AND PAYMENT SHALL BE MADE BY PER TON OF MATERIAL EXCAVATED. DEWATERING FOUNDATIONS, UTILTTY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF STANDING WATER AND MUDDY CONDITIONS AS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF SOIL FINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES ARE NOT UMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR 15 RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTOR'S ACTIVITIES SHALL BE HYDROSEEDED. 2. 5TA13IUZATION OF ALL EXPOSED AREAS WILL BE REQUIRED WITHIN 48 HOURS AFTER REACHING FINISHED GRADE. 3. AREAS OVER 5000 SQUARE FEET TO BE PAVED MUST BE PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS AFTER REACHING GRADE. 4. HYDROSEED OR PROVIDE PLASTIC COVERING OVER ALL PROPOSED EXPOSED LANDSCAPED AREAS IMMEDIATELY AFTER CONSTRUCTION. 5. A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL WHO WILL BE ON-5FTE OR ON CALL AT ALL TIMES. WILL BE IDENTIFIED BY THE CONTRACTOR. TOPSOIL STOCKPILES 1. STOCKPILES SHALL BE 5TA13IUZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31 . 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE POSITIVELY PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGKADE 15 EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHEFW15E BE DETRIMENTAL TO PROPER GRADING OR FKOP05ED SODDING OR SEEDING. 4. PREVIOUSLY E5TA5U5HED GRADES ON THE AREAS TO BE TOP501LED SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING ThUR5TON COUNTY, WA, EROSION CONTROL NOTES AND DETAILS C2.1 2007104764 1 C.NPPT d „G SEC30 T17N R2E W.M. SITE PLAN NOTE: . STRUCTURAL FILL NOTE: WET VAULT NOTE: EXISTING PARKING NOTE: > > > SITE PLAN FOR THIS PROJECT IS PROVIDED BY HOCHSTRASSER ASSOCIATES, ARCHITECTS C0145TRUCTION OF ANY STRUCTURAL FILL SECTION SHOULD THE WET VAULT MATERIAL TO BE CORRUGATED HIGH UPON COMPLETION OF THE PROJECT, CONTRACTOR TH U RSTO N COUNTY WASHINGTON FOLLOW ALL RECOMMENDATIONS OF SOILS REPORT BY DENSffY POLYETHYLENE PIPE (CPEP)-SWSTATIONING NOTE:MOOTH SHALL APPLY A S RRY SEAL IN ACCORDANCE WffH THE � I I CONTRACTOR TO USE BRADLEY -NOBLE GEOTECHNICAL 5ERVICE5 DATED JUNE 12, 2007; INTERIOR. WET VAULT MATERIAL MUST ACCOMMODATE CONSTRUCTION 5PECIFICATION5 TO THAT PORTION OF INTERSECTION CIL OF CLARK ROAD AND YELM AVE E = 5TA 0+00 EXTREME CARE WHEN JULY 25, 2007 AND MARCH 10, 2008 HS -20 LOADS. WET VAULT SHALL 8E PLACED ON THE PARKING AREA THAT WA5 NOT RECONSTRUCTED. EXCAVATING TO NATIVE MATERIAL WITH SUITABLE BEDDING. CONTRACTOR 5HALL RE5TRIPE PARKING AREA PER INSTALL CATCH BA5IN. DETAILS ON ARCHITECTURAL PLANS. STRIPING NOTE:I I WATER UNF5 IN CL05E ++ .: • �_ SEE ARCHITECTURAL PLANS FOR PARKING LOT LAYOUT AND STRIPING DETAILS PROXIMITY. 345.20BOW 345.13 - 344.58 1-- -- - > - , _ _ 8 13 1 ' + 344.6,,T/"344.08 8 - _, _ 1 " ', 342.57 341.90 342.07 341.40 o :, v 1 r , >.i 344.93 - - 62F 12'00.00.5 344.43 ' 344.50 � 2 -� r . , i 1 �� ...r - . 343.06 344.00 EXIST. PARKING 14 342.49 ,' `. 342.56 `. r I z Itz J r 341.99 342.07 341.80 343.24 342.50 341.57 341.30 343.06 6 t 1 19 < 4 1 I 342.74 342.00 �� 14 1 342.56 f.'I I _, I e 342.19 341.37 341,5 1, - 341.53 343.06 6 ti I , ,5 .." ;. 13 _ - _ - 341.69; _y340.87 40.55 341.03 - 342.56'. 14 -y 342.2 341.05 342.46 •� 6 i I r 2. 0 340.55 341.96 3 2. 4 1 i7i i W yv n�,>r 34383 tl ZOLF72"®O.J`%atT 342.28 co c34137 341.53a2.o343.336 340.878.8 ,"343.83341.03352.14 W 343.33% S30LF1"00.5% a8.1460' EXIST, CL.I 348.38 TOC = i 3 IE=333.40` s A RM. BLDG. \ 347.88 FL j r + IE12"=338.05 I o 8.08 347.94BOW } o a � tyygv v-; / _I � SEE DRAWING G4.2 349.00TOW • •.,' `:', FOR FRONTAGE " IMPROVEMENTS 7'D: 342 3634350.QOTDW 2.29 I I LEGEND: 348.0060W( =3 20 341.86 34 b j � 351.00TOW � � t � 6 §10 351.00TOW } -s- STORM DRAIN UNE .00BOW ', ^ r. /i 'a \ 16 348.00BOW 342.36 �+ ROOF DRAIN UNE .00TOW : 42 29 ♦ �:' 341.86 341.79 /? I 0348.QOBOW NEW AC PAVEMENT 351.00TOW rk• -i.. "' 8 6 ® NEW'ECOLOC' OR ' .� 348.00BvOW 5.0 r a 4 � �� t4u� v f �1 51MILAR PERVIOU5+ x. '4x ' v O ��a � T z � IE 60"=338:05 PAVERS ♦ EXISTING CHURCH BUILDING D NEW CONC SIDEWALK ,. NEW CATCH BA51N 15,397 S.F. 1212 :5 . 79LF ,0 e :u ..r.. :. EX15T CONC 51DEWALK \ S' (FF=344.93) r s'; -'i' IE 12"- >o >A h 10 Y . I T 7 335.55 IE 12"=335.65 18 SURFACE FLOW DIRECTION . ^i 16 LF 8.0 PVC xz FL 343.80 5=0.00 FT/Fr IE12"=338.05 1 ! I J FINISH SPOT ELEVATION x r 11 343.76 343.45 343.1 342.70 OMxx IXIST. SPOT ELEVATION ; , i 9 34 4 .20 �, �y, I 1 CONTRACTOR TO USE EXTREME •� „', +..ti 12.45' 34 342. 5 TO IXIST. CONTOURS .v ' .. „, rrq.• _ .. FL 343.87 6 342.77 CARE WHEN EXCAVATING AT • _ v �� v' sl� �- INSTALL CATCH BASIN. WATER 0 5TORM DRAIN CLEANOUT • • - LINES IN CLOSE PROXIMITY. IXISTIG CATCH BAsw .93 73LF 6"01.0% FF=34 NEW nstis'.cv,ro11 '."`� �I 342.27 CO IE 342.65 kw 8.a 343.90 34259 .-- STORM DRAIN CATCH BASINS CEMENT 'DI5TANCE5 SHOWN ARE TO THE CENTER OF THE GRATE UNLESS OTHERWI5E NOTED O CONCRETE 3. C& OFD IV 'DETAILS ON DRAWING C3.1 10 51DEWALK 1EW� �P PER DETAIL INSTALL TYPE II BARRICADE5 PER DETAIL (1 2) ON DRAWING C3.2 15 �ONo TRUCT ROCK WALL PER THUR5TON COUNTY DETAIL ON DRAWING 1g CON5 SUCT 5 DRAWING 5HOWN O1CON5TRUCT I.E. CB # TWE STATION OPFSET RIM I.E. IN R Sr ACCEPTED AS NOTED THURSTON DRAWING 3ENT O OUT �I TYPE 1 9+09.88 16.a RT - F.O.C. 342.27 - 338.57 (12') 5W O TYPE I W/338.46 9+20.45 34.18 RT 343.00 (12') NE 338.46 (12') 5 NLA 5OUD UD ON DRAWING C3.2 Q¢uvWAk4 o O 5TAI I CONCRETE APPROACH CIL Of PER, DETAIL (4-9 U- DRAWING ENT I 3 TYPE I W/ SOLID UD 9+82.29 33.1 W IRT 342.78 338.15 (129 N,S 338.15 (121) W 4F-1 TYPE 1 9+82.44 53.05' RT 341.81 338.05 (129 E,W 338.05 (1215 F-51 TYPE 1 9+82.51 83.08' RT 340.70 338.20 (89 S,NW 338.20 (8') E © TYPE I 9+63.83 120.GT RT 340.33 - (38.4 F7 TYPE 1 10+64.23 83.23' RT 341.70 - (8) N 8 TYPE 2 W/ I O+88.03 75.a RT 341.85 338.05 (12)N 336.05 (12')W GRADING AND STORM DRAINAGE PLAN 5OUD LID I G 5 06/03/09 335.05 REVISIONS PER CITY OF YELM COMMENTS (360) 292-7230 Fox (360) (69 N sTE�� s 9 TYPE I W/339.46 10+87.47 31.4# RT 342.85 (12)E 339.46 (12')N ,PPR 5OUD LID JOB NO: 40GO41 .20 °NAL U, I O TYPE 1 10+87.13 16.Oa KT - 342. 16 338.77 338.77 F.O.C. (12') 5 (12') W I I TYPE I 11+39.53 16.Oa RT - F.O.C. 342.01 - 339.04 (1 2') N 343.40 343.40 343.28 342.47 342.87 k CO IE=341.92- 342.78 342.97 342.37 6 I ADDITION CO IE=341.59 {,�_-_ _ 344.40 14 343.09 ♦ * _ _ 3,930 S.F. 23LF 6"PVC 01 0% y 343.02 CO IE=341.36 ♦ 342.52 5LF 6" 01.0% < .. .,,. 344.47 343.97 / ti, r + i � 6LF 6"07.0%F 5 50LF 6"01.0% o IE=341.30 1, 19 I CO IE=341.86 12345.0 TO 344.60 - 345.00TOW I I PROPERTY LINE ((1(P.) 344.0 Ow 344.10 15 (8 17344.0 13 343.20 TOC `I 347.18TOW (TYF.) END OF 0 ALL 342.70 FL 10 N 344.18BOW STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: CEMENT 'DI5TANCE5 SHOWN ARE TO THE CENTER OF THE GRATE UNLESS OTHERWI5E NOTED O CONCRETE 3. C& OFD IV 'DETAILS ON DRAWING C3.1 10 51DEWALK 1EW� �P PER DETAIL INSTALL TYPE II BARRICADE5 PER DETAIL (1 2) ON DRAWING C3.2 15 �ONo TRUCT ROCK WALL PER THUR5TON COUNTY DETAIL ON DRAWING 1g CON5 SUCT 5 DRAWING 5HOWN O1CON5TRUCT NEW A5PHALT PARKING AREA PER TYPICAL PAVING 5ECTION ON DRAWING C3.2 O DRAWING CEMENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 CONCRETE 51DEWALK PER DETAIL (4-1 1) ON R Sr ACCEPTED AS NOTED THURSTON DRAWING 3ENT O INSTALL (3) - 98 LF 5'0 WET VAULTS PER DETAIL (I) ON DRAWING C3.1 W5D0T TYPE HC RAMP PER DETAIL (F-40. 10-0 I) CON5TRO ON DRAWING 12 CONSTRUCT FRENCH DRAIN PER DETAIL (1 5) ON DRAWING C4.5 16 5EE ARCHITECTURAL PLAN5 FOR SHED WALL DETAIL O APPROVEDEQUALD AWNG C3 1 . IERY NDRAWI WSP ECTION CH CCROV PLDETAIL (2) O �N2z ON DRAWINGRUCT NEW CRETE PAVERS SECTION PER DETAIL (20, 13 FACE CEMENT COCKEYE CURB PER DETAIL (2 1) 17 IDRAWI G C3CRETE WHEEL STOP PER DETAIL (I 6) ON DRAWING ORT9,NOR PEPER RDIS AN AND DETN G C3.1 NLA NMW APPPOVfD BY ON DRAWING C3.2 Q¢uvWAk4 o O 5TAI I CONCRETE APPROACH CIL Of PER, DETAIL (4-9 U- DRAWING ENT I O EXISTING STORM DRAIN 5Y5TEM TO REMAIN 14 CONSTRUCT FLU5H CURB PER DETAIL (20) ON DRAWING 3.2 1 B INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 0 20 40 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 DRAWING C3.0 - 5 of 14 CEMENT 'DI5TANCE5 SHOWN ARE TO THE CENTER OF THE GRATE UNLESS OTHERWI5E NOTED O CONCRETE 3. C& OFD IV 'DETAILS ON DRAWING C3.1 10 51DEWALK 1EW� �P PER DETAIL INSTALL TYPE II BARRICADE5 PER DETAIL (1 2) ON DRAWING C3.2 15 �ONo TRUCT ROCK WALL PER THUR5TON COUNTY DETAIL ON DRAWING 1g CON5 SUCT 5 DRAWING 5HOWN DETAIL (4T ON DRAWING I C3.2 R Sr ACCEPTED AS NOTED THURSTON 1 06/29/07 REVISIONS PEP TFiUR5TON COUNTY COMMENTS DRAWN BY: DESIGNED BY YELM LDS CHURCH IMPROVEMENTS PROJECT 2 03/14/08 REVISIONS PER THURSTONCOUNTY COMMENTS NLA NMW APPPOVfD BY Q¢uvWAk4 o COUNTY PUBLIC WORKS TIIURSTON COUNTY, WA. CHECKED BY �a ,c 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS MRS Consulting Engineers 4 04/22/09 REV1510N5 PER CITY OF YELM COMMENTS DATE -IG -09 4200 6th Avenue SE, Suite Lacey, Washington 98503 309 0 ��` w� e� BY:_ DATE:_ GRADING AND STORM DRAINAGE PLAN G 5 06/03/09 REVISIONS PER CITY OF YELM COMMENTS (360) 292-7230 Fox (360) 292-7231 sTE�� s NO DATE BY CKD ,PPR REVISION JOB NO: 40GO41 .20 °NAL U, expires 2 years from acceptance date PROJECT #: 2007104764 0 20 40 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 DRAWING C3.0 - 5 of 14 PROVIDE 3670 ACCE55 RISER PER DETAIL THIS SHEET. FINISH GRADE 12'0 PVC FROM MANHOLE #4 It = 338.05 36.0 ACCE55 RI5ER STANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCESS FRAME AT TOP OF ACCESS RISER 12`0 PVC TO MANHOLE #8 If = 338.05 ±5LF L15= LF 12.0 PVC PVC 6'0 PVC TO MANHOLE S=O.0 FT/Ff F_C IE = 335.05 35.05 O 60.0 H20 -RATED CPEF SMOOTH INTERIOR WET VAULT 5 = 0.0 FTJFT. It = 334.05 WET VAULT DETAIL SCALE: N.T.S. FINISH GRADE _-TION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORMNUMBER PROVIDE 36'0 ACCE55 RISER PER DETAIL THI5 SHEET. IFNGTH PROVIDE 36.0 - ACCESS RI5EP PER DETAIL TH15 SHEET. BOTTOM INLET r:: SEE TYPICAL PAVING 5 DETAIL ON DRAWING C 12'0 PVC FROM MANHOLE #4 It = 338.05 36.0 ACCE55 RI5ER STANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCESS FRAME AT TOP OF ACCESS RISER 12`0 PVC TO MANHOLE #8 If = 338.05 ±5LF L15= LF 12.0 PVC PVC 6'0 PVC TO MANHOLE S=O.0 FT/Ff F_C IE = 335.05 35.05 O 60.0 H20 -RATED CPEF SMOOTH INTERIOR WET VAULT 5 = 0.0 FTJFT. It = 334.05 WET VAULT DETAIL SCALE: N.T.S. FINISH GRADE _-TION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORMNUMBER WNL IFNGTH WIDTHELEV. BOTTOM INLET HAMBE OF ROWS nanaYe THIOPMew PRDfAE ELEV. 5C-740 4 118.00 22.00 333.40 1 335.65 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. SC -740 CHAMBER- '/, - 2 INCH WASHED, CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EQUAL II -III -I 48.0 TYPE 2 CB RIM = 341.85 IE IN = 338.05 12' N It IN=335.056'N It OUT = 336.05 124 W 12'0 PVC @0% It = 338.05 MIN, 0.25' ACP PATCH PROPOSED PAVEMENT6' -) 1 .5' (TYP) SECTION 12'0 PVC Q0.5% _ _ TO INFILTRATION GALLERY WELLLOMPACTED 360 -0.67 It = 336.05 FILL (1YP.) COMMERCIAL CONCRETE 16'0 PVC �DRAINROCK OYPJ IE = 335.05O% --- - -335.05 5'0 -PEP PROVIDE ACCE55 LADDER -334.05 ACCESS RISER DETAIL III,5 SCALE: N.T.5. WET VAULT DRAIN DETAIL SCALE: N.T.S. TYPE 2 CATCH BASIN SCALE: N.T.S. PAaN NaAMENIP1Wx® Dore NERxe Nre Alb mAa wYIAMADW191rB1r a'x1bN MA!n MAIIYBIreECilW are Td vrYMGelEF1(ml NPMa MO . MYEIDIE 6LgIlU EOTaA 1. M•yw a,a �,YNW Ja, NYVNb4'a Ws 3. llwbaNin of M¢ RaW CYtl+aW, "W Oa Ni•e b,tlYb baiN. s. rIr IMMe�q.W�-,P wM e•w •Mr OH bbYa WbaM ePe•wwawo. Tlr PWm Mn a bM m w. ea.Re.N �b1. 4. NROPIbIIY PAM IwNPWWIIaYYrdT mt4MWnb24RWNME Waal a16'Miivm epb�nAelowkaulrMl vd lM a4NSMbnpa. A1tr M pp Y YWlbi, N MggwiNKai Tabf w YmMfI wtl19YbPN SpwiA�Un aMY, CATCH BASIN DIMENSIONS aAEM WNL 6f! APE W- WITH 6EA0MUM MPMeIN pr6TANCE aASEwBfORtara4TEEL KA N FACII aEC}I(p NINIIf NL nanaYe THIOPMew PRDfAE 6ElIEFEM METAL CPSBP 3> %wlf. pl WNL Puc(s) ,D tem BPEC. 90 -641(1)) rAMY.Nalrw eBMAIE MSE NTEOML,WE 40' 4•T $ g• OZ Q15 w es s Ar ar D.,e DTs SEE s a Ar a Das Das 77 E $ W% 12 Q. 024 Ba T Tr N' 1r O.eB 01B ©cwlwM.e PeyMryWIP sa1E BPM Pp Isn sPWc POS2q yTJ (m. all P05.1$11) sw so 2m) �QgM J 2 •' °UfOaIC a*e f Mmes uY , emr EYiFI CATCH SASAN TYPE 2 STANDARD PLAN 610.2040 MEET WYlfwltEl larOld J. A whanfi O aa•ar.111 CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3" ASPHALT CONCRETE PAVEMENT -STC (NATIVE SOILS) FF2*_ BALLAST GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL SCALE: N.T.S. 1 -I -I IITITITI I- I 1-1 NOTE: OPENING IN UD FOR USE OF MANHOLE HOOK IS REQUIRED. FLOOR BOX FRAME AND LID WIS.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP PAVEMENT CLASS "C" CONCRETE IYa SAN EACH fe to EA on. PRAMEANDVANED GRATE ORE/l MR HWPS FOa'iHFIG NAr3 NAR MOPE FOR f1" HEKJIr RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION 3 TYPE 1 CATCH BASIN SCALE: N.T.S. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 4" PVC RISER PIPE ALLOWANCES PIPE ALLOWANCES Pre YTleaL UTGI APE W- WITH 6EA0MUM 1141 DIAMETER all ,r. NL sul PRDfAE DIWETHt METAL CPSBP 3> %wlf. pl WNL Puc(s) ,D tem BPEC. 90 -641(1)) PROFILE WALL PVC 16., am. "INS U5.11a)1 m $ sr $ $ 4r b• T3' 4T ar 4Y $ w www 4T as, BE rr ev $ 4E ©cwlwM.e PeyMryWIP sa1E BPM Pp Isn sPWc POS2q yTJ (m. all P05.1$11) sw so 2m) �QgM J 2 •' °UfOaIC a*e f Mmes uY , emr EYiFI CATCH SASAN TYPE 2 STANDARD PLAN 610.2040 MEET WYlfwltEl larOld J. A whanfi O aa•ar.111 CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3" ASPHALT CONCRETE PAVEMENT -STC (NATIVE SOILS) FF2*_ BALLAST GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL SCALE: N.T.S. 1 -I -I IITITITI I- I 1-1 NOTE: OPENING IN UD FOR USE OF MANHOLE HOOK IS REQUIRED. FLOOR BOX FRAME AND LID WIS.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP PAVEMENT CLASS "C" CONCRETE IYa SAN EACH fe to EA on. PRAMEANDVANED GRATE ORE/l MR HWPS FOa'iHFIG NAr3 NAR MOPE FOR f1" HEKJIr RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION 3 TYPE 1 CATCH BASIN SCALE: N.T.S. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 4" PVC RISER PIPE ALLOWANCES IN coNa1MTEO POLYPTMTN[ SEVEN SEW01 PIPE N &AR EACH CORNER TE MN W9 SPA llooP PAVEMENT SECTION 1. AS socaprable allamelives W dM mbar Shown In 1M PRECAST BAS SECTION, ibels (placed sucerdYq to the Sandard Sped cads ),1 will meah hal a mntnlm area of 0.12 square Irwhas par W shf be Used with me rMnI lun rogUlnd robal NIDwTI In Il,e ALTERNATRI PRECAST BASE SECTION. Wile mash Shea not be paced In the brpclouta 2. The kni damear doll not be gnamr then 20". KnorYaM she have a wee 94LNalese of 2' minenum to 2.5- mmdrrum ProMe a 1.! After Me pipe Is sealed 0 the gap VIM mortar in emorde� we StNldard Specicaum 644.3. 3. The maxi nun dept, from the Poishad grade m th Imal pipe Invert Bill be 3. 4. The tame aro Was may be healed wwh dN deal Lp ordel Th home my be mat iNo the a*Nbr em aeleol 5. TIN, Recad Base Sacdon mal' have a rounded Near and IN, walls, n be shaped N e rale of 124 a Idea . 6. The Deal All be meeeued d N,e top of NM precast base sawl 7. At ell hobs shall be graAed N alar the bash haw been placed. am NOTE 1 PRECAST BASE SECTION PAVEMENT GRADE I.O 0.5' COMMERCIAL ---1 CONCRETE CATCH BASIN TYPE 1 STANDARD PLAN 83.20-00 Poo l bsr AMwgwW u PmwlcA110. Hall PMMhMa as." RECESSED HANDLE TYPE ' COVER OR OLYMPIC I G' NOW FOUNDRY UB -950 PERFORATED PVC PIPE TE 6 3/4' OLYMPIC FOUNDRY 10" #VB -950, OR -7- INLAND FOUNDRY #248 L5A i VALVE BOX WITH 3/4• 'STORM' CAST IN UD T - COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N,T.S. ✓.1 M N H-. hEll I FH G,FICI: .L _-T- -I J o- ^ SfIIIOH A f -nP1 "I I f All 11 41 - n,4 14 IO InOI'pP E•.L. Li J 1: L'ION [1 _H R.. SC -740 CHAMBER a 0 a 0 a 0 B D a 0 a D a s D D a As RFD. 0 INSPECTION PORT TO BE ATTACHED SI I r IE -- .I THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER H rl RTrbrnn N I ,cle Emr..._ i..r F"--_ II 1 ill y riRNiMINnI e<J 4S f HH 4 (: I [R AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE STDRMTECH LLC CDNCEPTUAL PIAN DISCLAIMER THIS STORMIECH WAi SYSTEM iWAS PRgWCED TO DEMONSTRATE A BED IAYWi THAT Mi HANDLE THE DESIGN N)LIIME LISTED All THE SIZING, FIT AND APPUCAMMITT OF THE STDRMTECH CHAMBER MAN FOR THIS SPEURC Pl i HAS NOT RE£N DETEMIINED. IT IS ME ULRMATE RESPWSWUN OF ME DESIGN ENGINEER TO ASSURE THAT ME STERMWATER SYSTEM DESICJI IS IN mLL CWNANCE MM Al APPUCARE LAWS AND REGULANCNS STERMTECH Ell MUST BE DESIGNED AND INSTALLED IN ACCMDANU MM STdwTECH'S MINIMUM REQUIREMENTS. STORMMEH LLC USES NOT APPROW PUNS, SIZING, OR SYSTEM DESIGNS. ME DESIGNING ENGINEER IS RESPONSEME FOR ALL M9UUM DECISIONS. INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.5. " NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANI DRAWN BY A an 4 TWO IAr 1 �... ;r u N( Li 1 4RE A' kJ )CFI'b` E WPIll R.I D I x ANS(NAl 11A l D L l h I N,, I111J1 r r1EH,D 11 IICl, I IiM `,P IB(01 11, = 01 I Jl til Hl IF I' UHNf 01YETI S HEE IU [l h 14,1, LIN ILIA. 1 II'II YAYMIM Pre YTleaL y! Id ONmYETM REIreaRCED OR ,r. PWMGTACRETE NLMETALPPE f5' el al ISTD. SPEC. flp5.m1 Soup WK ,D tem BPEC. 90 -641(1)) PROFILE WALL PVC 16., am. "INS U5.11a)1 IN coNa1MTEO POLYPTMTN[ SEVEN SEW01 PIPE N &AR EACH CORNER TE MN W9 SPA llooP PAVEMENT SECTION 1. AS socaprable allamelives W dM mbar Shown In 1M PRECAST BAS SECTION, ibels (placed sucerdYq to the Sandard Sped cads ),1 will meah hal a mntnlm area of 0.12 square Irwhas par W shf be Used with me rMnI lun rogUlnd robal NIDwTI In Il,e ALTERNATRI PRECAST BASE SECTION. Wile mash Shea not be paced In the brpclouta 2. The kni damear doll not be gnamr then 20". KnorYaM she have a wee 94LNalese of 2' minenum to 2.5- mmdrrum ProMe a 1.! After Me pipe Is sealed 0 the gap VIM mortar in emorde� we StNldard Specicaum 644.3. 3. The maxi nun dept, from the Poishad grade m th Imal pipe Invert Bill be 3. 4. The tame aro Was may be healed wwh dN deal Lp ordel Th home my be mat iNo the a*Nbr em aeleol 5. TIN, Recad Base Sacdon mal' have a rounded Near and IN, walls, n be shaped N e rale of 124 a Idea . 6. The Deal All be meeeued d N,e top of NM precast base sawl 7. At ell hobs shall be graAed N alar the bash haw been placed. am NOTE 1 PRECAST BASE SECTION PAVEMENT GRADE I.O 0.5' COMMERCIAL ---1 CONCRETE CATCH BASIN TYPE 1 STANDARD PLAN 83.20-00 Poo l bsr AMwgwW u PmwlcA110. Hall PMMhMa as." RECESSED HANDLE TYPE ' COVER OR OLYMPIC I G' NOW FOUNDRY UB -950 PERFORATED PVC PIPE TE 6 3/4' OLYMPIC FOUNDRY 10" #VB -950, OR -7- INLAND FOUNDRY #248 L5A i VALVE BOX WITH 3/4• 'STORM' CAST IN UD T - COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N,T.S. ✓.1 M N H-. hEll I FH G,FICI: .L _-T- -I J o- ^ SfIIIOH A f -nP1 "I I f All 11 41 - n,4 14 IO InOI'pP E•.L. Li J 1: L'ION [1 _H R.. SC -740 CHAMBER a 0 a 0 a 0 B D a 0 a D a s D D a As RFD. 0 INSPECTION PORT TO BE ATTACHED SI I r IE -- .I THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER H rl RTrbrnn N I ,cle Emr..._ i..r F"--_ II 1 ill y riRNiMINnI e<J 4S f HH 4 (: I [R AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE STDRMTECH LLC CDNCEPTUAL PIAN DISCLAIMER THIS STORMIECH WAi SYSTEM iWAS PRgWCED TO DEMONSTRATE A BED IAYWi THAT Mi HANDLE THE DESIGN N)LIIME LISTED All THE SIZING, FIT AND APPUCAMMITT OF THE STDRMTECH CHAMBER MAN FOR THIS SPEURC Pl i HAS NOT RE£N DETEMIINED. IT IS ME ULRMATE RESPWSWUN OF ME DESIGN ENGINEER TO ASSURE THAT ME STERMWATER SYSTEM DESICJI IS IN mLL CWNANCE MM Al APPUCARE LAWS AND REGULANCNS STERMTECH Ell MUST BE DESIGNED AND INSTALLED IN ACCMDANU MM STdwTECH'S MINIMUM REQUIREMENTS. STORMMEH LLC USES NOT APPROW PUNS, SIZING, OR SYSTEM DESIGNS. ME DESIGNING ENGINEER IS RESPONSEME FOR ALL M9UUM DECISIONS. INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.5. " NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANI DRAWN BY A an 4 TWO IAr 1 �... ;r u N( Li 1 4RE A' kJ )CFI'b` E WPIll R.I D I x ANS(NAl 11A l D L l h I N,, I111J1 r r1EH,D 11 IICl, I IiM `,P IB(01 11, = 01 I Jl til Hl IF I' UHNf 01YETI S HEE IU [l h 14,1, LIN ILIA. 1 II'II 9 CEMENT CONCRETE APPROACH SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/9 I ,SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 y! Id n.CH 9 CEMENT CONCRETE APPROACH SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/9 I ,SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 0 E 1� \ EAP wSON V JOIAi ZSLOP: "HARK "EARTHS STRI✓ - - (AS DEC) -- - - CURP EF GUTTER EJG'E AROUND CTI PANLL t,RGOM FINISH JOIN 1 i SIDEWALK (A _ E ( R S IE MW At RFO.) P ]9 I ry / h� \\ / L /Y/////> \ \ \ \ \ \ \ Q \ \ \ PLA n Mlles W TIP - NOTE N J NT MAT RAL 10 HES B nNsID a TACK PREMOIDED IO NT HE Fuu THICKNESS OF COLORFUL 2 FORM AND SICBRADL INSPECTIONIBEIORL - POIRNb LONCRUN 3 SCOR1 MARLS SHALL NF 21/e" WIDE 9Y 11 /4 DEEP_ FOR C Y PF cel duel ILC M of T c ol/Ks SI 1F W11 K5 OVER B IN 01UIH, A LONGIND11hL SCORE - '- - - MA4K SHAIL CC N<CE ALONG TENTER OF WALK . CCMr „ NI JNCkF IF 4 iFA9SI0N JOIN IS SNAu HE :N4ALLED IN CURB FNJVV p U R AND IN SIDEWALK AT PC AND PT AT ALL CUR 9 ��r. r\ 11ELOP .. EXPAN40N JCN-S SIALL BE PLACED IN ---- -- 'fWALK Al SAME OCA TONS AS TNWE IN CURB AND APPROVED OW'C. NO. GUTTER WHEN SIDEWALK IS ADJACENI 10 CURB AND (HELPS UNLESS OUIFRWISE DIRECTED BY ENCTNEER. IFPJEHISW04K DIEECTCI PAT 4-11 D*s- DwN. -CRs-c 1D 'DATO -9 - eEG s -c S' -c 0/3/9a 10 CEMENT CONCRETE SIDEWALK SCALE: N.T.5. 11 NEIGHBORHOOD COLLECTOR SCALE: N.T.5. rnoem PONT v (- =B ME CMRPhp4 TANr 9ACN®OE FIF E l aFW1tm PAMNB - Lsae RETURN (O APPNDACR ewov4AY (rm.) �--------E a �\ IF ' OTT FAST t \\..J 1 tmEFaLARNAPTYPE 1 PLANVIN RAN VON RANVEW LAYOUT LAYOUTS LAYOUT PF£ HOIE P WE NOTE P PEE NATE P z-v-DEIECTA■IE wARrEAm PATIFERN PEE DETAIL) 4 -P AOI. 4-Clal / PArP bl ?tiAwr._ L IOP OR 4 i PWeN �� `fIOADYMY CFmBrr r ` Im mm / ` Gums 10U17M SECT" PEENOrE B) e -O N■L NLICJI L<C;IvIIOLCD I1,1TI b CLL1�C 1 1T II }TF L P LF hNI C PL TLFIIL L CON.RErP � A rFH O k L G! [ JJ J Ilit. APEITSELF TENCATE MIRAFI TYPE 140N DF Ar OPKI TJI LU IPJF` 'OR AUI IICPiAT RE 1� Nl PPMAIIPR 31 IT LPATEAGFiJTFFT i1 _-- -- PA�I MF V' ti RUC'URF, PC PFS. 9^W - - - CKG ,PTF aX. FILTER FABRIC MUST OVERLAP �- 11 NEIGHBORHOOD COLLECTOR SCALE: N.T.5. rnoem PONT v (- =B ME CMRPhp4 TANr 9ACN®OE FIF E l aFW1tm PAMNB - Lsae RETURN (O APPNDACR ewov4AY (rm.) �--------E a �\ IF ' OTT FAST t \\..J 1 tmEFaLARNAPTYPE 1 PLANVIN RAN VON RANVEW LAYOUT LAYOUTS LAYOUT PF£ HOIE P WE NOTE P PEE NATE P z-v-DEIECTA■IE wARrEAm PATIFERN PEE DETAIL) 4 -P AOI. 4-Clal / PArP bl ?tiAwr._ L IOP OR 4 i PWeN �� `fIOADYMY CFmBrr r ` Im mm / ` Gums 10U17M SECT" PEENOrE B) 4-P Nm. RS tlA1L� Yi T TCP rY { � pD1DARY Dididi REa GUTTER WNC11ief WRIP ` Y \ (I Mask) ■ E PAIN J 1R � � r w FACE OF Craa �O �AT FA4E OF CIJN ralRe ort rwa 1� ANDddrTER 1 6i0 IT z P EOEYNXRNl1YPr1 cmamNUL PLANYIe SIDEWALK RAMP TYPE 1 FOR IAYOIne 1, 2 a 3 SIDEWALK RAMP TYPE 1 WITH LAYOUTS SCALE: N.T.S. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON R., 4' _ _ 20' I -ILII - l 9' _ OW PLANT�R VIES -' �-SIDEWALK AT -2G �.�R� I 3 i Y' GIA. BREAKAWAY FEATURE / I GRILLED PARALLEL i0 SIGN FACE I IF POST SIZE EXCEEDS 4" % 6"--"---"--' SEE W.S.D. ACT, STD, PLAN DETAIL G-4 FOR POST GET AIL BREAKAWAY FEATURE. TYP. ( ) GENERALNOTES: 1. MARKINGS FOR BARRICADE SHAD BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE REDUCE, AT AN ANGLE W 44' r0 CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFEECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMDSPHERIC CONDITIONS FROM MINIMUM DISTANCE OF 1 000 FEET WHEN ILLUMINATED BY THE LOW 9FAM1OF STANDARD AUTOMOBILE HEADLIGHTS THE PREOOMINFNT COLORS FOR OTHER BARRICADE COMPONENTS SHA'.L BE WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK. d_ CONSTRUCT BARRICADE PER WHOP TYPE 2, SLCrION RE 60 TYPE I, II OR III BARRICADES. 12 BARRICADE TYPE II SCALE: N.T.S NOTES 1. The botMin of to mIp mho• hve a level arse (not In excess of 2% In mi direction)"r - 4. 2. LAyab 1, 2, S 3 requb hYo ) of MTs hid Mees: 'Cement Care Slao- Yak PAM Type 1'. The bid Rom does not Include to sq■oert Curb (a Curb A CrFI or SkLwek 3. Rmp dam ehl nn1 he W it, tlm 12HAV. 4. To to mm* m III NseEb, ump ams *W AhAI ncl waled 2% E. AYab pI■dnl dah qo im ucs■m, )Mallon bocam or other obgWjc& m In torn of ramp access ass. S. Curb A Oulmr Y =myon, w de Cameo Phins AY to curb deelpm epedled. tee ShLdaM West F40.12 faraAb debi- 7. Sm Srardrrd Plan F-30.10 for eEaYak)otd pbrerd and delelc A RAID 1 to NAL A ■ la's• 1 � m 7a' 1 7e1W 1Hm PATTERN A1WVAlNN1 mAYATp■ a: 1'E10YVIN tALaR DETECTABLE WARNM PATTLiN DETAIL RCNETIUC YEW OF SIDEWALK RAMP TYPE 1 WRIT LAYOUTS STANDARD PLAN P-40.10-01 SEAT I OF 1 mI APPRDV®FOR WRIG.110r1 Platc■ ��S 100607 �arealr a. eaw..r.anF.ApMr e -O N■L RAI POINTE OF SOfYNLK RNP 4 /� ROMOrWY ' /IL l b �, CEMENT COCRETE CLPaP(i.RTER e iCa/1DET PLAN5 FOR DETAIL CaaT Nib 'mYLL�- CON.RErP � sEC7411 (N i arm 1 (>E�NDIEof 4-P Nm. RS tlA1L� Yi T TCP rY { � pD1DARY Dididi REa GUTTER WNC11ief WRIP ` Y \ (I Mask) ■ E PAIN J 1R � � r w FACE OF Craa �O �AT FA4E OF CIJN ralRe ort rwa 1� ANDddrTER 1 6i0 IT z P EOEYNXRNl1YPr1 cmamNUL PLANYIe SIDEWALK RAMP TYPE 1 FOR IAYOIne 1, 2 a 3 SIDEWALK RAMP TYPE 1 WITH LAYOUTS SCALE: N.T.S. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON R., 4' _ _ 20' I -ILII - l 9' _ OW PLANT�R VIES -' �-SIDEWALK AT -2G �.�R� I 3 i Y' GIA. BREAKAWAY FEATURE / I GRILLED PARALLEL i0 SIGN FACE I IF POST SIZE EXCEEDS 4" % 6"--"---"--' SEE W.S.D. ACT, STD, PLAN DETAIL G-4 FOR POST GET AIL BREAKAWAY FEATURE. TYP. ( ) GENERALNOTES: 1. MARKINGS FOR BARRICADE SHAD BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE REDUCE, AT AN ANGLE W 44' r0 CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFEECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMDSPHERIC CONDITIONS FROM MINIMUM DISTANCE OF 1 000 FEET WHEN ILLUMINATED BY THE LOW 9FAM1OF STANDARD AUTOMOBILE HEADLIGHTS THE PREOOMINFNT COLORS FOR OTHER BARRICADE COMPONENTS SHA'.L BE WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK. d_ CONSTRUCT BARRICADE PER WHOP TYPE 2, SLCrION RE 60 TYPE I, II OR III BARRICADES. 12 BARRICADE TYPE II SCALE: N.T.S NOTES 1. The botMin of to mIp mho• hve a level arse (not In excess of 2% In mi direction)"r - 4. 2. LAyab 1, 2, S 3 requb hYo ) of MTs hid Mees: 'Cement Care Slao- Yak PAM Type 1'. The bid Rom does not Include to sq■oert Curb (a Curb A CrFI or SkLwek 3. Rmp dam ehl nn1 he W it, tlm 12HAV. 4. To to mm* m III NseEb, ump ams *W AhAI ncl waled 2% E. AYab pI■dnl dah qo im ucs■m, )Mallon bocam or other obgWjc& m In torn of ramp access ass. S. Curb A Oulmr Y =myon, w de Cameo Phins AY to curb deelpm epedled. tee ShLdaM West F40.12 faraAb debi- 7. Sm Srardrrd Plan F-30.10 for eEaYak)otd pbrerd and delelc A RAID 1 to NAL A ■ la's• 1 � m 7a' 1 7e1W 1Hm PATTERN A1WVAlNN1 mAYATp■ a: 1'E10YVIN tALaR DETECTABLE WARNM PATTLiN DETAIL RCNETIUC YEW OF SIDEWALK RAMP TYPE 1 WRIT LAYOUTS STANDARD PLAN P-40.10-01 SEAT I OF 1 mI APPRDV®FOR WRIG.110r1 Platc■ ��S 100607 �arealr a. eaw..r.anF.ApMr ASPHALT CONCRETE PAVEMENT �FIN15H GRADE 2' CSTC T ; : 9" BALLAST COMPACTED NATIVE yUBGRADE OR APPROVED FILL . COMPACTION TE5TING REQUIRED FOR 5UBGRADE- e ALL THICKNE55E5 ARE COMPACTED DEPTH5. TYPICAL CLARK 13 ROAD PAVING SECTION SCALE: N,T.5. 3' ASPHALT CONCRETE PAVEMENT 2" C5TC (NATIVE 5011.5)� JI A; /L</TF \\ \ \ / i NATIVE SUBGRADE OR T \ T i APPROVED FILL COMPACTED '> TO A MINIMUM DENSITY OF ✓ ` //T, 05% Of ASTM D698 ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.S. 4' 2 112' 9' 3 2 t3 BAR5 MIN / I .W 16' DIA HOIFS 3:1 SAND f CEMENT 10' MAX GROUT I' DEPTH CONCRETE CURB NON-5HRINK GROUT 2' CLEARANCE (TYP) (2) #G 5AR5 16 WHEEL STOP DETAIL SCALE: N.T.S. . Caen CONCRETE aDEWALK NNP TTPE:9 C' CEIFLrABLE LwmaNi PAUTEAN nYP.i BER -TA yy IT 71 71.UP UI aUTER aTgP [IYP.t F, eFE cnenucT FaR -��k axegEn>rmnroms Mae. On Cum A U WrTB £ nwN vaw cENFRrcaR;r�TE f SDaweA RAIPIYPEe c�ssTVAIA' SIDEWALK RAMP TYPE 38 t4ArouT P-a-YI d -PNM. &IFifA BiRP - IE4T= RAI POINTE OF SOfYNLK RNP 4 /� ROMOrWY ' /IL l AM wr® RETUIeI �, CEMENT COCRETE CLPaP(i.RTER e ADDITION PLAN5 FOR DETAIL 2' WASHED ROCK FP=344.93 TENCATE MIRAFI TYPE 140N \ NON -WOVEN POLYPROPYLENE RE \ E. i1 \ NOTE: IN5TALL FILTER FABRIC I' \ \ \ aX. FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER A�MNV CBlRRIINH TRENCH. MAINTAIN FILTER CALfI 12"MIN. FABRIC UNTIL LAND5CAPING 15 'tf�LPI )1�,( COMPLETELY E31EA51-15HED. \ SVEI F, �oNcr�fre `r rEaEsreen cum nrP.11 ��- \UT. ASPHALT CONCRETE PAVEMENT �FIN15H GRADE 2' CSTC T ; : 9" BALLAST COMPACTED NATIVE yUBGRADE OR APPROVED FILL . COMPACTION TE5TING REQUIRED FOR 5UBGRADE- e ALL THICKNE55E5 ARE COMPACTED DEPTH5. TYPICAL CLARK 13 ROAD PAVING SECTION SCALE: N,T.5. 3' ASPHALT CONCRETE PAVEMENT 2" C5TC (NATIVE 5011.5)� JI A; /L</TF \\ \ \ / i NATIVE SUBGRADE OR T \ T i APPROVED FILL COMPACTED '> TO A MINIMUM DENSITY OF ✓ ` //T, 05% Of ASTM D698 ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.S. 4' 2 112' 9' 3 2 t3 BAR5 MIN / I .W 16' DIA HOIFS 3:1 SAND f CEMENT 10' MAX GROUT I' DEPTH CONCRETE CURB NON-5HRINK GROUT 2' CLEARANCE (TYP) (2) #G 5AR5 16 WHEEL STOP DETAIL SCALE: N.T.S. . Caen CONCRETE aDEWALK NNP TTPE:9 C' CEIFLrABLE LwmaNi PAUTEAN nYP.i BER -TA yy IT 71 71.UP UI aUTER aTgP [IYP.t F, eFE cnenucT FaR -��k axegEn>rmnroms Mae. On Cum A U WrTB £ nwN vaw cENFRrcaR;r�TE f SDaweA RAIPIYPEe c�ssTVAIA' SIDEWALK RAMP TYPE 38 t4ArouT P-a-YI d -PNM. &IFifA BiRP - IE4T= m TOPOF 1Y IWC. l j7�, , /� ROMOrWY ' /IL l OpENT CONCRETE tEl1gN �, CEMENT COCRETE CLPaP(i.RTER 9mEVM1.K 19EE rgTE v7 S -e IEWP VA16G E.D. CEACUT CONCIErEr� PEOE-RAN an - b cell srD. PUN F-totzl SECTION CURB PADRE DETAIL ctma T -O' - OEITC1AelE WAM'NO s -P wl s O'Ial r PAnaafat£DFTNy eB.B1T COM."T2TE RNrP ®EwNA/uuuu e YM W%� 4YW1 `TOP R(1VMY1Y cELEMrcarcr�TE � �ESSEO PET. RIeeD'alm �CURBa E) (SEE sro. nwrr F-tDm IaEE xore9 SECTION OB SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. STORM CLEANOUT (E=341.36 NEW SEE ARCHITECTURAL ADDITION PLAN5 FOR DETAIL 2' WASHED ROCK FP=344.93 TENCATE MIRAFI TYPE 140N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL NOTE: IN5TALL FILTER FABRIC I' UPON COMPLETION OF TRENCH. FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER CALfI 12"MIN. FABRIC UNTIL LAND5CAPING 15 'tf�LPI )1�,( COMPLETELY E31EA51-15HED. 6' PVC ® 1.0% MIN. 5EE ARCHITECTURAL PLANS FOR ROOF DRAIN 339.50 CONNECTION DETAIL FRENCH H C DRAIN SECTION 15 scALF N.T.s. 6 112' 6 U2' �- - FACE OF CURB 5 I/2' I" 5 U2• I' FACE OF CURB R 12" R. � I' R. MATCH ROADWAY TOP 5LOPE D D O OF D TOP OF ROADWAY //J !D ip / 12' R. 1 ROADWAY Q D p N •D D r D- D o • D AD 6' La Il4'r CEMENT CONCRETE TRAFFIC 047 CURB & CURB AND GUTTER SCALE: NC1 5. NOTES 1. The bosom of to ramp enol have s Ieve1 ales (not In exom of z%in am eEedim). 4 * 4'. 2 The Type 38 Ramp Layout RrgWres AAo (2) of Mb bid dela '+Cement Cane SUe"k Rana Type 9R' The bid Man Ooea TIM inriltle Me ademnt Cub for Cont, S Guillar), Me SAtaaalk be! a n Rome, or to Cemem Care Padesbian Curti 3. Ramp alopea ahel Ed be sleeper Mu l 21,1L IV. 4. Avid INadm dlttmpa aeuUlimm, luntSwl boxes or ohm obseoo. tioN in vinare of ramp aoaee amps. b. Curb 8 a SW SPe b Bharat Bee ete C Wass far ■e uab OeNpn s0addeed. £'IerIOPN Plan F-10.12 12 f 1 u wrb aaelb e. See Sm. Plan Fd0.10 for sidPwek joint plaoarani SM 4ftiL /. MUM A�A�e -I a mN WLK A ldff 23@ SW t t4' PLAN a TAFFY 31W' d naP I TRE^ -4 4p FBI PATrERNARFASFWI B TION WVELLOWMCM DETEGTARLE MARRING PATTERN DETAIL EXFnms AD v tFEET]1l�lif SIDEWALK RAMP TYPE 96 WRH LAYOUT STANDARD PLAN F-40.15.00 SnEET I OF I SIeFF APPROI Fpt PLIBLIGIIOrr -xietrosera�v. -� .--02-07.0%1 ECO -LOC CONCRETE Lj PAVERS TYPICAL PAVING J--. L-aJFT - SECTION (5EE DETAIL, THI5 SHEET. 20 FLUSH CURB SCALE: N.T.S. 1120 R. �I'R. PERVIOUS PARKNG LOT 5URFACE (0 JJ VERTICAL FACED U CEMENT CONCRETE CURB SCALL: N.T.5, ECOI CONCRETE PAVERS AS 1 IN., I .5' MAX. MfWUFALNR® By' MUTUAL VERTICAL FACE CURB FINISH GRADE 111 TYPICAL PAVING 11 111'-111HC) I1 ELI 5ECTION (SEE 1 DETAIL, TH1s n F T Z SMUT t N NATIVE 5UDGRADE PLUSH CURB ' seE DerAIL sWA5HED 0 A5TM Nos BEDDING 2' ASTM NO2 SUBBASE 4- ASTM II I/2' ROCK COMPACTED TO 95% MOD. 22 CONCRETE PAVERS SECTION A -A �J SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE 5Y5TEM VERTICAL DATUM NAD 83/91 , SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) I . ALL WORKMANSHIP AND MATERIAL5 SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE M05T CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W50OT/APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CON5TRUCTION. 3. IF CON5TRUCTION 15 TO TAKE PLACE IN THE COUNTY RIGHT -0F -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECON51FRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. G. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION, 7. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE PROPOSED FINISHED 5UBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPED' OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 8. ALL BURIED POWER FOR STEP 5Y5TEM5 SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER, THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED ROWER". TAPE SHALL BE FURNI5HED BY CONTRACTOR. 9. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 10. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 1 1 . EROSION CONTROL MEA5URE5 SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROP05ED STORM DRAINAGE FACILITIES AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PLAN(5) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 14. ANY CHANGES TO THE DE51GN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 15. ALL STEP MAWS SHALL BE HYDR05TATICALLY TESTED IN CONFORMANCE NTH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CIN INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 16. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CIN Or YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR5 RESPONSIBILITY TO NOTIFY THE CIN OF YELM FOR THE REQUIRED INSPECTIONS, 17. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLE55 OTHERWISE AUTHORIZED BY THE CITY OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDU5TR1E5 OR THE CITY SHOULD REQUIRE A SEPARATE'ONAFP SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP 125, 30MM PADLOCK. 19. INSPECTIONS FOR ON51TE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, If; BEDDING AND LOCATION B) TANK INFILTRATION, D(FILTRATION TEST C) 5.5. PRESSURE TEST D) SERVICE UNE PRESSURE TEST Q FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 21, AT THE END OF ALL STEP UNE STUB -OUTS, SHALL HAVE A 4' X 4' P05T AND A REBAR SHOWING THE END OF THE UNE. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON ♦ Il. EXIST. PARKING IN5TALLLLFXDUCED PRESSURE BACKFLOW A55EMBLYT'E9 DETAIL G -N 7 ON . DRAWING C4 � *%• *g"' *% e vx NEW PARKING anus t EXIST CL I I/2' WATER UNE NOT LOCATED VIA I \ RM. -BLD O. i ♦ TOPOGRAPHIC SUEY. ESTIMATED RV ♦ LOCATION SHOWN BA5ED ON IXI$TING A5 -BUILT INFORMATION. CONTRACTOR TO VERIFY B ACT LOCATION PRIOR TO l NEW STORAGE BUILDING, I b8 SfF. START OF CONSTRUCTION. 81 LF-. 1 1/2' PVC PROPERTY UNE (T ff J FWAAWARAMW r ri 15 LF - 1 112' CONNECT TOA, \ EXISTING BLDG. SEWER I.E.=±341.18 i )56 LF - G' II �. EXISTING CHURCH BUILDING 9 15,397 S.F. 73 LF - G' PVC @ I STEP PUMP CONTROL PANEL MOUNTED ON HOT DIPPED GALVANIZED UNI -STRUT. CONNECT TOBUILDING 35 LF - G' PVC @ 1.75%1 I.E.=341.43 CO I.E.=338:31bg 6 `SEE MECHANICAL FLAN5 14 Lf - G' PVC 01.75% c FOR CONTINUATION 2 _ 5 LF - I I/2' PVC NEW ADDITION '. .. 81 IF- 1 112 Z O'in cc SEE SHEETS C4.1 THRU C4.3 FOR CONTINUATION 427 LF - 4• SDR 20 CL200 (G5P) m a 28 LF -2' 5CH 40: 10 LF - 21 PVI 5EWER EASEMENT UNE 5DR 21 CL200 (GSI STA 9+45.65, 180.50 RT - - _ e - _ - - 9+27.00, 32.- RT- 7 / --------------- I ya 130 LF-2'PVC------' 5DR 21 CL200 (G5P)p sa / ---__--- ( sLF-z•PVc ------- 5TA 9+45.65, 51.07 RT I 5TA 9+49.65, 184.50 RT - Q^I R n. � i iu 81 1 w 1 0 Q I 1 I I _00 I.E.= 1 340.70 1 I I I I I 1 I i EXISTING FIRE HYDRANT TO BE ¢ I I RELOCATED. CAP EXISTING UNE AT NEW I HYDRANT LOCATION, REMOVE OR rCO I.E.= I I ABANDON REMAINING UNE BEYOND NEW 338.92 1 HYDRANT I 1 4 I I +49.50, 184.5(Y RT 1+51.50, 186.50 RT 40 LF - 2' PVC-/ 5CH 40 SWP SEE STEP TANK DETAIL (20) ON DRAWING C4.5 NEW R.O.W. UNEP RIM = 344.01 I.E. = 338.01 LE. = 339.93 SEE MECHANICAL PLANS FOR CONTINUATION I I m ( .I II II n COMPOSITE UTILITY PLAN NOTES: lO INSTALL 1-1/2'X 1-1/2'X 1-1/2'TEE OINSTALL 45' BEND O3 INSTALL 90' BEND ORELOCATE EXISTING FIRE HYDRANT OINSTALL 6' X G" X G' TEE OINSTALL G" 5EWER CLEANOUT PER DETAIL (7-7) ON DRAWING C4.3 OINSTALL 45° STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 O8 INSTALL 2' SERVICE CONNECTION PER DETAIL (7-1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7-21) ON DRAWING C4.4 10 INSTALL 4'X 2' REDUCING TEE 5L X SL X 5L OR PIPE SADDLE I INSTALL 4" SEWER END Of UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 LEGEND O NOTE: TEST Of ALL BACKFLOW A55EMBUE5 ARE NEEDED AND A COPY OF THE REPORT SENT TO WATER Q DEPARTMENT Q PUBLIC WORKS O 901 RICTON ROAD YELM, WA. 98597 (Q V NEW IRRIGATION METER PER CITY Of YELM DETAIL 6-3 ON DRAWING C4.5. REDUCED PRESSURE BACKFLOW A55EM13LY FOR PER DETAIL 6-17 ON DRAWING C4.5. EX15TING 8' WATER UNE EXISTING 6' WATER UNE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CON9TRUQiON BY _ _ DATE. OLVELOPMFNT RLVIEW ENGMEER APPROVAL EXPIRES R7 N I 30 Z SCALE N 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83191, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SS GRAVITY SEWER UNE sa STEP SEWER UNE EXISTING WATER UNE `/ PROP05ED WATER UNE A55UMED WATER UNE 05LEEVE5EWERAT 45°BEND (WATER) 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) WATER CROSSING \, 45' BEND WITH THRUST BLOCKING (SEWER) 27 LF - 2' PVC 5DR 21 CL200 (GSP) ce SEWER CLEANOUT a STEP PUMP CONTROL PANEL N SEWER GATE VALVE O NOTE: TEST Of ALL BACKFLOW A55EMBUE5 ARE NEEDED AND A COPY OF THE REPORT SENT TO WATER Q DEPARTMENT Q PUBLIC WORKS O 901 RICTON ROAD YELM, WA. 98597 (Q V NEW IRRIGATION METER PER CITY Of YELM DETAIL 6-3 ON DRAWING C4.5. REDUCED PRESSURE BACKFLOW A55EM13LY FOR PER DETAIL 6-17 ON DRAWING C4.5. EX15TING 8' WATER UNE EXISTING 6' WATER UNE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CON9TRUQiON BY _ _ DATE. OLVELOPMFNT RLVIEW ENGMEER APPROVAL EXPIRES R7 N I 30 Z SCALE N 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83191, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 I`�I_32'52'E 4 i STA 0+38.30, 24.60 LT - CONNECT TO EXISTING 8' STEP MAIN. INSTALL 8' X 4' 5TAINLE55 STEEL TAPPING SLEEVE WITH THRUST BLOCKING. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING CIN OF YELM STEP UNE PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER IF ANY DISCREPANCIES TO hORZ,/VERT. LOCATION BEFORE PERFORMING THIS WORK. ' STA 0+42.12, 2 I .66' LT INSTALL 4.5TEP UNE GATE VALVE (MJ X MJ) PER DETAIL (7-2 1) ON DRAWING C4.4 CIN Of YELM UMTTS UNE 5TA 2+45.49 EXISTING PAINTED / ROAD CENTERLINE CIN Of YELM I THURSTON COUNTY ♦`' SAW CUT AND REMOVE ASPHALT. i INSTALL SEWER AND REPAIR PER 1 " DETAIL] -3 ON DRAWING C4.3 'd CLARK ROAD STEP.— SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 21± 2% THEN TRENCH FOR SEWER INSTALLATION. RESTORE TRENCH PER THURSTON COUNTY DETAIL 6-H ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX ASPHALT. / TA 5+00.00, LT z ILINE 4' STEP UNE GATE VALVE O R.O.W. UNE (MJ X MJ) PER DETAIL (7-21) ON 5TA 7+00.00, 6.5' LT- - — STEP UNE 1-- DRAWING C4.4 I O O -- STEP NI 5d5TE-1.319.6 �C)F- OZ - - +o STEP STEP STEP _...- STEP__ -_ - .STEP STEP I' U - .. r� -ci— -' _ 5 �_ _ —,- - - - - __ __- _ - - _ - - _ _ — fi+i00 ; 7� 4 � 0 LL - Lu N Z 7a- ---_—__—__—__--Y—_--__—__—_- V U \ I 5TA 3+22.47, 5.0 LT/RT c.u.r. UNC R.O.W. UNE I Q QD `5TA 0+69.32, 0.0 LT(RT I END STEP 5' LT TYPICAL -• PROPOSED WATER UNE INSTALL (1) 45' BEND OFFSET OF PAINTED ROAD 12 C) WITH THRUST BLOCKING I CENTERINE TRANSITION NGVD 29 ZONE 4602 BEGIN STEP UNE TRANSITION W In ROAD STATIONING FROM THURSTON COUNTY CONTROL POINT 86644 CASE SURVEYED SECTION UNE MON. 2 1/2' T.C. BRA55 CAP IN CONCRETE. SHOWN 1/4 SECTION CORNER FROM SURVEY WITH COORDINATES LEGEND Utw Urov ,1w ,rov Z+W Z+SU 3+UU 3+50 4+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' a� 4+50 5+00 5+50 6+00 6+50 7+00 ;I j ----------------- KEY _----_ KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION SIGNAL SUPERINTENDENT 3 DAYS PRIOR TO WORK AT INTERSECTION 'SS GRAVITY SEWER LINE STEP 5TEP SEWER UNE EXISTING WATER UNE -• PROPOSED WATER UNE '. 45' BEND (WATER) 90' BEND (WATER) VERTICAL DATUM TEE WITH THRUST BLOCKING (WATER) NGVD 29 ZONE 4602 TC RTC POINT 835 gr O z I + O o a Q) $- N EXISTING ELEVATIONS 345 -.-Q $ w __-__-__ z __ -__-- _ -. _..._ - _... ___ --- -_ ____ CROWN OF THE_ROAD _._.. r _ __ -_--_ ___ -- ___._. _ __.-.. W O � 345 '. Z-. uT- _. _. _.__. -Z 0 0 0 ZwO Mi ! ww� m o �u �---------�------------ �- -------- -------- ---------- ----- -------- j 1 STA 0+38. .24 .64 LT MATCH IMO EXISTING > IL.II 340 -_---- -- ----IT -___ _- - - 1340 CONTRALTO TO VERIFY.- U U PIPE DEPTH LOCATION z z 1 LFt 410 P UNE /--40 431 LF± '0 STEP UNE 427+_ 4 STEP LINE 1 335 5DR 21 CL200 G5P ,.. SDR 2 I p L200 GSP _I i.-. _ _._._ __. _. _. _ -___ _ ____. -__ - __ � --... 335 I 3301 M'I . ! m j c�i � '� '� 330 Utw Urov ,1w ,rov Z+W Z+SU 3+UU 3+50 4+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' a� 4+50 5+00 5+50 6+00 6+50 7+00 ;I j ----------------- KEY _----_ KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION SIGNAL SUPERINTENDENT 3 DAYS PRIOR TO WORK AT INTERSECTION 'SS GRAVITY SEWER LINE STEP 5TEP SEWER UNE EXISTING WATER UNE -• PROPOSED WATER UNE '. 45' BEND (WATER) 90' BEND (WATER) VERTICAL DATUM TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRUST BLOCKING (SEWER) cn SEWER CLEANOUT ® STEP PUMP CONTROL PANEL N 5EWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOP CON5'FUCTION R'Y' DATE: DtVFLOPMFNT RPVItW [N6iNE[R APPROVAL EXPIPPS. 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 53/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 835 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON STA 7+00.00, 6.5' LT STA 9+27.00, 7.23' LT INSTALL 4'X 2' REDUCING TEE 5L X 5L X 5L STEP LINE WITH THRUST BLOCKING BEHIND TEE STA 9+29.96, 7.24' LT GRIND 2'± 2% THEN TRENCH FOR SEWER INSTALLATION. RESTORE TRENCH PER THUR5TON INSTALL 4' STEP UNE GATE VALVE COUNTI' DETAIL 6-H ON SHEET C4.5. OVERLAY FULL LANE WTTH 2' COMMERCIAL HOTMIX (MJ X M3) PER DETAIL (7-2 I) ON z A5PHALT. DRAWING C4.4 0 1 5TA 9+32.00, 7.2 I' LT U Q INSTALL END OF UNE CLEANOUT PER O Z I A; M~ DETAIL (7-20) ON DRAWING C4.4 IX15TING E.O.P. LINE O Z I„ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 53 LF 12.0 PVC 5=0.005 FT/FT j 1 - 342.57 ryh ..-- _ _J4Y.56 J42.1 .n.. r 3423 dam_ _ / _ _ _ _ �__� __ �_____ Q STEP __ _ - STEP_ _ _ TEP 2 _a _ 34? r 1 342. U LL- 1- O - SIEP _ _ +�4 B) 342.77 ?�?J 3kry 3 ^i`L' 'hwti� J42.65 TOC �� _ �TiB42. 4.1 342.48 00 _ _ 8+00- _ I- I `�+ 1 y 342J5 FL Z- I_ _ _ _ e3 - - - - _ - _ - - - - 9 343 TOC 4425 10+00/34Z _ 1 Z V I 3r �� - I• ""- 4 -rte, -_ -_- 1 `? --- -� I I+kS4 - T - 342.: ______ `J ._? � I � _ � _ � � _ _ _ _ � *-4342., `.. 2.6 i 342.51 TOC 19 TOC 4 . FL 74705 342.01 FL 42. FL 43.31 W EX15TING PAINTED ROAD CENTERUNE 4 x281 F< 42. U-1 1 t0 I 3 ROAD STATIONING FROM 2 .54 roc 13 343:04 FL I SURVEYED SECTION UNE I 131r e'a wC 5-0.01 rr/rr p IX15TING R.0 W. UNE ,5 CLARK ROAD roc `--� �IXI5TING R.O.W. UNE KEY MAP I" =300' INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON SHEET C3.2 OINSTALL TYPE II BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE 51DEWALK PER DETAIL (8) ON SHEET C3.2 4 5AWCUT AT R.O.W. CIL AND CONSTRUCT HALF -ROAD IMPROVEMENTS PER SECTION DETAIL (9) ON SHEET C3.2 *SEE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND bbGRAVITY SEWER UNE O O STEP STEP SEWER UNE IoLLzn0 g u m IT 4- N cnu N 07 _ �Ilr IXISTING WATER UNE I Q Q O m w m m cn � + N'. +�,N w M PKOP05ED WATER UNE CD _._ __.. -__... AII �n I_ 45° BEND (WATER) z QwzZcaN�w O 90° BEND (WATR LOWWU 345 TEE WITH THRUST B LOCKING (WATER) 45° BEND WITH THRUST BLOCKING (SEWER) ----- ------------- CB#I TYPE I ------ ------- - 05# 0.33%OUT -0.25% cc STIXEP PUMP CONTROL PANEL - -U ST E9338.87 IX15TING E ATIONS @ 8 O B�.EEVV __.. OATIIE ROAD _._. -. -... PROPO5EDIELEVATION5 LF Y;PF'Vr 340 N SEWER GATE VALVE O @ FLOWUN� 0 0.005 12+50 13+00 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPRoveD EOR coNSTRBa�oN BY DATE DEVELOPMENT K�VIEW ENGkJh_tR APPROVAL GYi RE S. ACCEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT COUNTY PUBLIC WORKS THUK5TON COUNTY, WA. OFFSITE SEWER AND IMPROVEMENTS BY: DATE: CLARK RD PLAN & PROFILE expires 2 years from acceptance date PROJECT: 2007104764 # STATION 4+00.00 TO 8+00.00 --Z--Mw- 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM5Y5TEM NGVD 29 NAD 83/91, SOUTH TC RTC POINT 838 ZONE 4602 DRAWING C4.2 081291071 427E 4V STEP UNE REVISIONS PER THURSTON COUNTY COMMENTS DRAWN BY: DESIGNED 5Y NLA NMW Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 CB# I TYPE 1 ST I 1 +39.83 5DR 21 CL200 QSP CHECKED BY APPROVED BY MRS 3 04/08/09 STA P4 . 13 RIM 42. 2. I 6 RIM -342.01 IE -=10 39.04 4 5 REVISIONS PER CITY OF YELM COMMENTS DATE 6-1 6- 09 5 06/03/09 IE=3 8.77 REVISIONS PER CITY Of YELM COMMENTS NO -___- BY CKD APPR REVISION JOB NO: 40G041.20 y N' ' Ncli qj; 101 l9 IN 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 CLARK ROAD HORZ.: I " = 30' VERT.: I " = 3' 12+50 13+00 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPRoveD EOR coNSTRBa�oN BY DATE DEVELOPMENT K�VIEW ENGkJh_tR APPROVAL GYi RE S. ACCEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT COUNTY PUBLIC WORKS THUK5TON COUNTY, WA. OFFSITE SEWER AND IMPROVEMENTS BY: DATE: CLARK RD PLAN & PROFILE expires 2 years from acceptance date PROJECT: 2007104764 # STATION 4+00.00 TO 8+00.00 --Z--Mw- 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM5Y5TEM NGVD 29 NAD 83/91, SOUTH TC RTC POINT 838 ZONE 4602 DRAWING C4.2 081291071 REVISIONS PER THURSTON COUNTY COMMENTS DRAWN BY: DESIGNED 5Y NLA NMW Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 2 03/14/08 REVISIONS PEP THURSTON COUNTY COMMENTS CHECKED BY APPROVED BY MRS 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS DATE 6-1 6- 09 5 06/03/09 REVISIONS PER CITY Of YELM COMMENTS NO DATE BY CKD APPR REVISION JOB NO: 40G041.20 12+50 13+00 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPRoveD EOR coNSTRBa�oN BY DATE DEVELOPMENT K�VIEW ENGkJh_tR APPROVAL GYi RE S. ACCEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT COUNTY PUBLIC WORKS THUK5TON COUNTY, WA. OFFSITE SEWER AND IMPROVEMENTS BY: DATE: CLARK RD PLAN & PROFILE expires 2 years from acceptance date PROJECT: 2007104764 # STATION 4+00.00 TO 8+00.00 --Z--Mw- 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM5Y5TEM NGVD 29 NAD 83/91, SOUTH TC RTC POINT 838 ZONE 4602 DRAWING C4.2 SPLICE TO LOSTNC 14 CAUSE TONING CONNEC- TO / ENSTNG PVL J SERVICE 341 I' KIN SAJL VALVE. SL K 1" CHECK NRTALA'ON NOTEFN:, ALL SERVICE LINE CARSON BOXES SHALL B= LOCATE] 4' FROM EDGE OF CURB TU CENTER t OF CARSON BOY N PLANTER STRIP ON 3CT4 SIDES OE ROADWAY, CARD CARSON BOXES SHALL BE LCCATED 3' APART TO .ENTER OF BOXES 2 BALL AND CHECK VALVES TO BE INSTALLED 'N CARSON BOXES ACCORDING TO DiAWMJ. 3 SERVIIO BOK _ CARSON INDUSTRIES MODEL NO 14198 WITH BOLTED HINGED COVER DR EQUAL COVER MARKING TO READ 'SERER' (USE N NON- TRAFFIC AREAS) 14 CA. OF HEAVY INSULATED COPPER TONING WIRE r IALL TONING WRE SAUCES SHALL BE CONNECTED BY USING US Y. KITS YANIFACTUREG BY 3M I" SCHEDULE) AU PVC SAP PVC SWING CHECK VALVE Y . SL/ P KSI BALL VALVE, SL K SLJ I' PVC NIPPLE, A % SL- I' K MAIN GIA. PVC REDUCING TEE AN SLATH OR RPE SADDLE - DEPT. OF PUBLIC WORKS TYPICAL 111 SERVICE CONNECTION APPRO DLV:, NO (l__ - 1 PUBLIC WORKS DIRECTOR DATE aIL JY XG TP 4/2007 USE I' UNION TO OOERT-CT T -STING FIBEL'EA9S LD APAMTJS FOR PRESSURE TEFTNO SE?NLE\\ SWT+ STANUBMS STEEL \ / AMC NEOPRENE CASKFT 1e- MN PIyR HOGNT TYPICAL 1714.1 \ ALL YON-TRAFNC GEARING TANKS\ \\ 1' .IAPVC NOW AND lAL\E ASYNaY LCad SUIT CTAT _\ \\ \\ / , ORIENT ANOM BALL, WRC TO LO- FOR \ \ \ PUMP REMOVAL \ \ /' SHALL 2E WTI 13- BBAN ELECTRICAL :NCE 50% WPI CORD G_,rS V A LID pW AL. COHNlCRUNS S'ALL BE MADE WITH \ \\ \\ HEAT S MW% BOR CONNEV GRS -- I DLA GIBBED PVC 21' OR 24' PVC -T S_OK GROUND AWAY I'VCM RSER� \\ \ \\ / / CAPIMEWITSM' NECVItE1E NISLR WAID \ \ 14 GAME OF 111' FROM RPP LF RISR TO C \ INSULATED f LCI ICM I:I:NRUII- ECANNG ORE ---•GKRNG WORK- IN$IALL P$TAl IN _ 3/4' IT GOvgNT SEAL IN NSFP RASSR 1_n !III'1NR:N IIW%'It1 F- -OWER $9Ufl CE J > LfILULNI IXSCIIARB[ STANDARD — -- —' -1 3 -PART EPDXY, USE HUT TEE OWIAIWR TANK TANKSADAPTOR FOR CONCRETE —1,19JUD --ALARM TANKS LML 15 � —_VEE 9 JS 0 PVC ZMT REDUMOAAI ASSEMBLY AS 50 OFF 48Y CITY OF YpAI I I = T-T/i OR. INLET I t"0 HOLES ARQ_MD 4R fl CE PERIMETER OF 'YALLT s A' DIA PVC FLOW r INDUCER PJC BIOTUBE 1 I "WOMERSBIE EFFLUENT CRENCO TURNIE 0' GPM RED 0511 DB PLMW WTH THE MATERAL FELT DUPLEX, TRIPLEX. AND CLASS I DIMSCN I S0. POWER CAREE AND NSTMLATgNS W 1 VARY IHC WN-RACIOR S+ML MEET THE ' /b" BY -PAA OFFICE INT --_TIT Or THE INSTALATI0I4[ RE_UIRCMEN 5 WCRN 14 THE N THE DISCHARGE HEAD APICAL STEP NS'ALLATM ALL Slat' TANKS SHALL B_ H-20 LOAD RATED -ANKS THIS POLICY SHAT T4KF FFFFCT ON MA" 31, 2007_ _ DEPL OF PUBLIC 'WORKS T'r'ICAL SIMPLLx STEP TANK INSTA_LA ZION PPP4 ' CWC. NO, PUSUC WOGKS CN=CTOR DATE 7-9 �� pA'N. CKD -- DARE ._.. JY JEG TP 4/2)07 08/29/07 REV151ON5 PEKTNUK5TON COUNTY C.OMMENT5 -t 0 3A 14/08 PEV1510N5 PER TIIUR51 ON COUNTY COMMENTS .3 � REVISIONS PER T"UK5TON COUNTY COMMENT5 4 o'lT )/09 — REVISIONS PER CITY Of YEUv COMMENTS NO DA] ff BY I CKD I APPR .. ,a P:UWAz4R a KEV15ION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON RC iTDRATION SURF ACE SEE ?CSTORATION TABLE ABOVE --� SEE RESTORATION TABLE _ 8' \ FINISH GRACE �TP I 135 IT BACKFILL SEFIF m I _ ] / \ \ / RESTORATION TABLE / MAINTAIN SIDE SLOPE AS STEEP AS PUSSHe SEWER ENE u � IPE BEDUING In* n REXISUF RPE NL I }--AWE OU 0 W EUX, CRUSHED, SURFACE BASE COURSE cSVU . rRONFO SURFACE TW COURSE CITY OF YELM DEPT, OF PUBLIC WORKS TYPI(_AI PIPE TR=NCH APP�NK,'1NKf SAO NO ACw Fl6LlG WOR<5 DIRECTOR OAIF 6WN _. Cl(0 - I. DATE JY CC TP 4/2007 RESTORA. ION TABLE 1 AUG MLM LIRICRErC DNNERAv/WDEwAIIV h11f -- -- HY OR!'NO 1 PART TANK TO PoSER ADAPTER FOR � ��-�' cpnCREIE TANKS 1 `l'DI CRITIC:'-p.IMP A55FMBLY, SFS UW3. N0. i SURFACE MECNE55 BALNFlII( LWFVEHTS/ CTP! CWMCRON PEMNTS OIHFW aOlBE4fNR V2!�GAL FINISH (PAGE 4TA11 a CRUSHED A' DIVRHD SVRFA0. !ELECT BACKRLL 910OM A CpV95TY11 _IIKALE Li ClIY14. CUIiACi l0 YSR wrN ENmnc PA'A:MFIII 3� NN GNKF B AC sUEc1 BAIxFlLL i1NW PMMAT 10 G0IFOIBI TO ALL EASRAIG ORALE! BAX DAYNG O.EP A' CRJSM[C 9NiACE 1V CdIRSE DETRACT 10 %R '�� AND CURBS vEALL W.I wPFacE xlLrlal ENSTNG sntcT eACNnu uArGN roSIWG BB9T cOvcRETE THICKNESS InLPAcr To 65R I(AIINE Iwo g1uK. .-,_ HYCROSFID/ pLAN11NG5 NN�BH QAD[ SHALL BE AW./U.IOYA'[ OVER a• xw M'r A NAn1E BA[KRLL SMOOTH t CP1YTtNr, CCD Shc GOLPACT To 15N wTN EXISTED ry(A0. NAIIH IKNNLL xCOfG NAIXIlL ROK➢ SV fILF N/1 CIRVAGr TOM $ ABOW fN151NG - rWABE s proam A_L SZP TANKS SIAL BF I LORD RATED TANKS THS POLICY SHA_L TAKE FFFFCT ON MA" .'4, 70e/ i -RN EKED GRAD`_ —AATFR IL'HI IID Z1 a MIN PVL RISER ! / PUNT V'AUR I NIv k WET• WATER DGyi uC -----ti �-IA GAUGE TONING IA GAUGE 'OWING I WRE TD ERMCE WRE TO 55 CO I r// Box -B 1 I ��--BAt�� -_ (WORE 1) I 2i3 vOLVME -� I li3 VCLJNE 6' 41N aDgvG 1510?_ 3070 GAL 1503 GAL - -1 2 _ ' V I 400 GA. �GK NOTES: I. DiLFR BAFiZl f0? A )OFA :ALLEN 'AHK UT ZEU !.5 A L?IR E K PIMP VAIB I. y, THE OWNER WE, RENEW TOLERANCES M E%CESS 0° DMENSIONS SHOWN 3. THE TRIPLET( PUMP VAULT REQUIRES 7W0 VAULTS AND TWO CpTPLE TE EGSER]. ONE MUL l%NIIANS FLOATS AND ONE FIIAW THE SfC.OND VAULT GJN-PINS `WO PLYPS. A !vW GAIL -ON TANKS CR LARGER gIALL HAVE tHRFF OSEB$ AND V2!�GAL LIDS. ON ALL IANY.$ LARGER THAN I50C CATIONS THE LENCIH Of THE DGWN TURNED INLET PIPE DULL BE DCTCTMNCD DY RI[. YELM SE NEk DE"I. 4500 o/\ ION STEP IP.NKCES DAD DAM /I'Urv1' SANK PPROVI'D OW. NO.. JfTLIC WORKS DIRECTOR DATE J" IP 4/200 i goo, �000, TABLE EJP FEEGLI WIRE RdN WHL ylLL 292-72,11 JOB NO: 406041 .20 J hMJM JIGIAN(A B11 AWG f,OPPiH t 0 f}ji NU AN"o CUaPf I< .hU bCl -LL AFB AWG COPPER 2):,O FEET -EE :1'EUHGA 1 N] 1 LR AUDI IIIk1AL INF COMA I IIICryA. �-DEC.LL -SEE SPECRCAR0115 -.—BOLO IbPi. VS. V Al IF ' REWIND 1.t (a(9RfxL cul .TOO Asn 8411 I u nLR I IT-PADLOCKWIN COMMON NET + - FUNNISHEC BY THE GTY cenTEREJ G<�' a ALM ANN ARM I IGH I NIU ( I�•-- �- $uNCE eurroN 111pV POW p I Tr STEP TANK SIMPLEX scJRa j 12"L U-112 IC STEP TANK - DUPLEX P A: STEP TANK NE) 1L PAN" SIZE MAY VA41 - TBPLEX 0 iiA YG (M MANUI A' UIKR DF FT. PVC ftLEk W, 0.t UN `IDEM. Ap ID (tRFNfO 1A CTAP �\ AHNJN FL RLI GAJ IInG .: ND-. 14 Gk GE RENINS NWC - i`, VY PVC WIL00 L lN10N GAIL vA1d '� Uq!! LNIgJ (TALL V41N J' I'VE U I 5'HE9 AC r , 1 PVC .. SLxRI ' 1 LLE R!I C RPT NPO -E IANRVV +L SAD ALL MAC MWLI. ODA CYa LWAL �--Pf2LSSUHF SEWcH MAIN vV E q.AR IN ANON—IRAf RIC ARIA uN1oN JClnrs sHAu BE savENT ,K_lilD O"r 10 FItLC LUCA It. OF PUBLIC WORKS TY`'1CA, ''JM AN FI APMtO TSL. DW, TD ~I ❑ ICCWORK!; "1NFC'pP DATE ' pF;. OWN. (;KbDATE TP /-OL7 �r s•,e„ Stet S'Pa.c.. Ajde,.T.duL FINISH GRADE SHALL K WIMIN hx 114- OF, j4a IDP OF UP, rh . '♦ RIBBED . I -MAX. OF 9 tNAVFL FOR CITY OF YELM II DEPT OF PUBLIC WORKS TYPICAL SEWER'! AU fOMA'II;: AIR RELEASE VA'_VC PVBLIC YroRKKS DIFQCTrYR DATE., 7 12 eKTs jI nail �J i DEG_ TP _ I 4,21)0 1 orznwN eY: De51(;NeD BY NLA _ N_MW CHECKED DY APPROVED 6Y' � MRS Consulting Engineers PA FIE 4200 6th Avenue SE, Suite 309 5-1309 Lacey, Washington 98503 (380) 292-7230 Fox (380) TED TH11Fl;lON COUMY PUBLIC WORK 1 Y 1 T : J < J 1LJ p I J � L OO t1 - o U I .'tel u� n� w ��V H w w p4 IkN�o L TB � I am Y �Q apr f I µZ25 C ;Fn y � i7n i V F i I 2 I r �O 'o �3 FlN SMSD GRADE SO"O R6Yl — ALARM HIGH -EVIL I o I P& ON/CFF (4 3' DPAVr:OLRI ON ro (FF) U 111 i� LEA] ON/CFF -- Y--..... (a,;;" UNAWLOWry ON IO OFF) LOW LE'.'FL ALARM REDUNGANI OFF ( O D V Y I LJ I S0 I Imo_ b' MIN BEDDING � 2007104764 °I CIT" OF YELM DEPT_ OF PU©LIC WC('K, FLOAT SETTING vA_,Lr DIMFNSIC)NS FOR A D.PLEX PUMA' PUBLIC WORKS DIRECTOR - DARE -DFS '. OWN ('HIT nAfi JY I JLG TO 4/2007 � 4/7007_ YELM LDS CHURCH IMPROVEMENTS PROJECT T1IUR5 TON CGUNlY, WA. r: DATE: I e7uires 7 years frorn acceptance date PROJF_CT # UTILITY DETAIL SHEET MERIDIAN: WA9t11NGTON STATE PLANE COORDINATE I SYSTEM VEKTICAL DATUM NAD 83101, 5011TH NSVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C4.3 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FIWPGLASS LIO WITH SIAINLLSS SIEEL RO. TS AND NFOPR--NF GASKET 5 MIN (T"T-TYI%4' ALL LIDS �; !.-r MINMIN-- FINISH GRADE 1 "r / SLOPE Tp NA NA7VI 14 GAUGE COPPER GNAUt TONING MRF. 2 -Y PVC RISER, NE SYSTEMS, TAIL INTO RISER _\Jfl IORNC_ OR CWAL —ORENCO OWN TO R15FR ADAPTOR (FOR USE WITH NON -TRAFFIC BEARING TANKS) NG IL RISER AND LID SHALL BE 30' DN ALL SIMPLEX PUMP VAULT INSTALLATIONS RISER AND LD SIUI BC 30' ON ALL DUPLEX AND TRIPLEX PUHP VAULT INSTAII.ADONS. DEPT. OF PUBLIC WORKS TYPICAL RISE R A+oROVFD DWr.. NC_ PUB G WORKS DIRECTOR DarE 7 IB _. ,ADE IY I -JEG ES OWN- 1 GTP' 4112007 m NATIVE OR SELECT BACKFILAAS DIRECTED BY}� :�., a+ -f: -•;V. ENGINEER. + i,;; A. I 411. s' y p u TA � S ;m BEDDING MATERIAL FOR N. RIGID PIKE SHALL BE SAND INSTALL LL TANKS AS PER DETAIL OP MANUFACTURER'S RECOMMBNDARON ko VMCINI 15 MORE STRINGENT. CITY OF YELM G. DEPT. OF PUBLIC WORKS CONCRETE TANK BEDDING APPROVED UY/G NO 7 —17 RUBLK; WORKS DIRECRIP DATE ..- DWN. CKD. JY JEG TP 4/2007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FIWPGLASS LIO WITH SIAINLLSS SIEEL RO. TS AND NFOPR--NF GASKET 5 MIN (T"T-TYI%4' ALL LIDS �; !.-r MINMIN-- FINISH GRADE 1 "r / SLOPE Tp NA NA7VI 14 GAUGE COPPER GNAUt TONING MRF. 2 -Y PVC RISER, NE SYSTEMS, TAIL INTO RISER _\Jfl IORNC_ OR CWAL —ORENCO OWN TO R15FR ADAPTOR (FOR USE WITH NON -TRAFFIC BEARING TANKS) NG IL RISER AND LID SHALL BE 30' DN ALL SIMPLEX PUMP VAULT INSTALLATIONS RISER AND LD SIUI BC 30' ON ALL DUPLEX AND TRIPLEX PUHP VAULT INSTAII.ADONS. DEPT. OF PUBLIC WORKS TYPICAL RISE R A+oROVFD DWr.. NC_ PUB G WORKS DIRECTOR DarE 7 IB _. ,ADE IY I -JEG ES OWN- 1 GTP' 4112007 m SILL B 1 13 �4 15' L 1 17 1/4 15� z 111 xI �s METER BOP - � I 1 112 2 PUULIHIL NL LJNL ,. 1 '12' a MALL A,AgiLRBALL LV - ti L" RFSILCNI (CURBVSTO'� WCCCEv ` 64Tc ALVL Y�GgijF ,1 BFRVICE SAIEL- ROMAL 2020 OP nPPRliI ME 1fIL-II0 I'D 1730 DI READER ED BOK - 3CF 1730 A 12 BASE iR APPROVED EOUAI BALL NAIVE A - -91' -ILCK VALVE- 30 >X SLOPE 'C BOX A8' "_^ CENTLR OF BOP '�.. n,,q8 CHECK VALVE t 14 GrtUCE -� / , BALL vALV� TON NO TOR NO WLR[.. _A-_ Ii MCTCA _ I WRAPPED 1 1/Y - 011 666 REST AROUND TdE _ - 011-7771 IPF 'SEF 1 i2' - AB - ABL A t (N -RAL "' E 7)1 A I I N FORD `ACK JT NT 71-' -I G RPOPAtIOh-STOP RPI IB 1)OL,V jam_ii 1 1 l7�;AILF PLAS cC (USE 20 / I N FASy VALVE `Yi r'I PNEILL'P5 RI CC ,IPE I w/ OrKARIE CAP h100 I. CTHYL1, tIL '1 / 04U BA L vA vL _ _ 3 1 WITF PACK JOINT M1 TfIAA LF - I/1 -2 LIL'•. ITULA", HIPPIE I SEFvna ,WDULL �I � O: vFt M. VvASaINT-.TON h4JE 17 F - -'i- PUP: K III ' p A NLtILS .TELL NSE", klOUIHFD TUR ALL - - - - P ,K JOINTST 2, ALL AWVICL' SADULCS SHAl1 -AVE RUBBER 1 j 12" I O 7 SACKET AND IF THREADS. SERVICE ` (' 3 CN) STANDARD'OR CJP"IN TETTERS ARE METER SERV�/ ICE ', 1/2' -TORO VD71i-1501) 01 FOUAI 2" - FORD VBI T --ISB17 DR EOUAL APMTOVE;� L.G b0 4. ALL 1 1/2' AIU 2' SADDLES WILL DE q y 2 TAPS W' -H BRA]S I' 111.1 AND P R.Ir. WORKS CIRLG""`R DATE I V-3 2 RESILENT WED C CATE VALVE AND 910-- — - H0051NG AN{I S R QI PVC `LtE HOUSING L PWN� CeU 041E eL5 � 1P 42007 f. A / y rpt � /NN68 / N6 CA St Nn G L ILM'S RcWRED VALVE BOX, Rita NO 910 TO HIRING NJT TO IA,-11N-e+OF OR EUI W, GOVEP IH- STIR TACE L^] y„ MAKKINre AD READ yyIT 1 �•'.Y�-met'•`-rF�_ CONCRET. .,LAB 2' x . "— CENTERED C14 '/A,VE / A -A4.. A6n wAY TOP b- PVC PIPEASTM s I1-3034 (WHITE) 'VC SEWER MAIN-� i CO NOT COVE'. ears "F UNUISIUNT*D SUIL LICITFIT R. P tHydrant Sun ellow High G die I. n.mnl fy txt12 4"- �Uit ire n^h I depth , R" TONING YAR[ BRING -D AURT I N VALVE U"A GBL- '/2' lak OF SLbI FOR MRF -ceiE 'Hub6 Al * 0, ' ALVL1 TF 4UIJ I �(YK RF AL 4i5 .' ANU SAI>bi,N DEP i. 0.= PU61A= _1N JRK I YPICAI_ SEW- MAIN _'IJ- CA—IF 'v'ALVE UWG. NO PI RL t w w" GTI Io: n - - 21 lop view Operating nul —Llm:ts o1 Paymenl �l IYenthor shield mid Hydlont Lock g?'V,-HosR-G,nwi.l i� with Ihreads ltn NST -q"51T Ch wnnecliun wHr 4 5 Star, daprer Style S7 rap Slondp ,c - 3' Mir'm um - C.+ E.0, Pi a Jeinl 6 q,'06—BAA It, � L. Inc Magaluy LT-„ l HYDRANT OFFSET >e. r,I+e boa and Vc ve slam detall- b !? whd Ir 'Ivdlont '_. -11F- .lLp1 � \ 6" Class dull r Pip. ul 1 ., f atn (. 6" gate '01,e / L See nolo E.1 I L-4"xB"x16" concrete Muck LHydranl shoe L BOCkFH to !op .1 droin mq housing Pdarn1 HI hofs dh 7" washw eD rock as shon c er belwa.- Lorn ,.Id leer -6' x 6 sheet of I I III plastic _C plastic or con- I.IA11 sfrucl wl Hobl4, covering 2' .,shed Hock N tea Gonc eta thI st block 1 Hydronts shall be located In sl Gln-. nP-.rst accord ... • with Seclon 6.060. flint a iy in op,JA!aa a minimum 'hreG f.Dl rodlus ur,hs V.,,i.d w.rking b -e. xh.1I ue p,.A,d.d around all IN,Arc ts. Hydrants shall be Dresser M h H I l y A rIT'',I' Reliant style 979, ChI Medallon .r _'TF _F 1R °' kis American AVK S., es 2780 or' Mueller --�enfurlon H. _ :nle Valves shop he resilient wedge "I_. I i` /,I• r NRS with 0 -ring seals. 'II ones sl -up be. Mechcn�cal jmnl bV ANSI flanges. V.lVeR shall NI,0I m to AWWA 509-80. CAr;_ Nu V.IVes shell be Mueller M&H, Kennedy, t, Glow RAW or W.terous Series SVD.PON, vA s I`El k Ei - / 4_ Fire Hydrant lock payment is required e.S MJ1 kc LATE city w•.II ardor d,d Install. MERIDIAN: 4 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91 , SOLJTN NGVD 29 ZONE 41 TC RTC POINT 838 N. -1 ko G. nJ A> >'L 4 o < YO� g is �mN SILL B 1 13 �4 15' L 1 17 1/4 15� z 111 xI �s METER BOP - � I 1 112 2 PUULIHIL NL LJNL ,. 1 '12' a MALL A,AgiLRBALL LV - ti L" RFSILCNI (CURBVSTO'� WCCCEv ` 64Tc ALVL Y�GgijF ,1 BFRVICE SAIEL- ROMAL 2020 OP nPPRliI ME 1fIL-II0 I'D 1730 DI READER ED BOK - 3CF 1730 A 12 BASE iR APPROVED EOUAI BALL NAIVE A - -91' -ILCK VALVE- 30 >X SLOPE 'C BOX A8' "_^ CENTLR OF BOP '�.. n,,q8 CHECK VALVE t 14 GrtUCE -� / , BALL vALV� TON NO TOR NO WLR[.. _A-_ Ii MCTCA _ I WRAPPED 1 1/Y - 011 666 REST AROUND TdE _ - 011-7771 IPF 'SEF 1 i2' - AB - ABL A t (N -RAL "' E 7)1 A I I N FORD `ACK JT NT 71-' -I G RPOPAtIOh-STOP RPI IB 1)OL,V jam_ii 1 1 l7�;AILF PLAS cC (USE 20 / I N FASy VALVE `Yi r'I PNEILL'P5 RI CC ,IPE I w/ OrKARIE CAP h100 I. CTHYL1, tIL '1 / 04U BA L vA vL _ _ 3 1 WITF PACK JOINT M1 TfIAA LF - I/1 -2 LIL'•. ITULA", HIPPIE I SEFvna ,WDULL �I � O: vFt M. VvASaINT-.TON h4JE 17 F - -'i- PUP: K III ' p A NLtILS .TELL NSE", klOUIHFD TUR ALL - - - - P ,K JOINTST 2, ALL AWVICL' SADULCS SHAl1 -AVE RUBBER 1 j 12" I O 7 SACKET AND IF THREADS. SERVICE ` (' 3 CN) STANDARD'OR CJP"IN TETTERS ARE METER SERV�/ ICE ', 1/2' -TORO VD71i-1501) 01 FOUAI 2" - FORD VBI T --ISB17 DR EOUAL APMTOVE;� L.G b0 4. ALL 1 1/2' AIU 2' SADDLES WILL DE q y 2 TAPS W' -H BRA]S I' 111.1 AND P R.Ir. WORKS CIRLG""`R DATE I V-3 2 RESILENT WED C CATE VALVE AND 910-- — - H0051NG AN{I S R QI PVC `LtE HOUSING L PWN� CeU 041E eL5 � 1P 42007 f. A / y rpt � /NN68 / N6 CA St Nn G L ILM'S RcWRED VALVE BOX, Rita NO 910 TO HIRING NJT TO IA,-11N-e+OF OR EUI W, GOVEP IH- STIR TACE L^] y„ MAKKINre AD READ yyIT 1 �•'.Y�-met'•`-rF�_ CONCRET. .,LAB 2' x . "— CENTERED C14 '/A,VE / A -A4.. A6n wAY TOP b- PVC PIPEASTM s I1-3034 (WHITE) 'VC SEWER MAIN-� i CO NOT COVE'. ears "F UNUISIUNT*D SUIL LICITFIT R. P tHydrant Sun ellow High G die I. n.mnl fy txt12 4"- �Uit ire n^h I depth , R" TONING YAR[ BRING -D AURT I N VALVE U"A GBL- '/2' lak OF SLbI FOR MRF -ceiE 'Hub6 Al * 0, ' ALVL1 TF 4UIJ I �(YK RF AL 4i5 .' ANU SAI>bi,N DEP i. 0.= PU61A= _1N JRK I YPICAI_ SEW- MAIN _'IJ- CA—IF 'v'ALVE UWG. NO PI RL t w w" GTI Io: n - - 21 lop view Operating nul —Llm:ts o1 Paymenl �l IYenthor shield mid Hydlont Lock g?'V,-HosR-G,nwi.l i� with Ihreads ltn NST -q"51T Ch wnnecliun wHr 4 5 Star, daprer Style S7 rap Slondp ,c - 3' Mir'm um - C.+ E.0, Pi a Jeinl 6 q,'06—BAA It, � L. Inc Magaluy LT-„ l HYDRANT OFFSET >e. r,I+e boa and Vc ve slam detall- b !? whd Ir 'Ivdlont '_. -11F- .lLp1 � \ 6" Class dull r Pip. ul 1 ., f atn (. 6" gate '01,e / L See nolo E.1 I L-4"xB"x16" concrete Muck LHydranl shoe L BOCkFH to !op .1 droin mq housing Pdarn1 HI hofs dh 7" washw eD rock as shon c er belwa.- Lorn ,.Id leer -6' x 6 sheet of I I III plastic _C plastic or con- I.IA11 sfrucl wl Hobl4, covering 2' .,shed Hock N tea Gonc eta thI st block 1 Hydronts shall be located In sl Gln-. nP-.rst accord ... • with Seclon 6.060. flint a iy in op,JA!aa a minimum 'hreG f.Dl rodlus ur,hs V.,,i.d w.rking b -e. xh.1I ue p,.A,d.d around all IN,Arc ts. Hydrants shall be Dresser M h H I l y A rIT'',I' Reliant style 979, ChI Medallon .r _'TF _F 1R °' kis American AVK S., es 2780 or' Mueller --�enfurlon H. _ :nle Valves shop he resilient wedge "I_. I i` /,I• r NRS with 0 -ring seals. 'II ones sl -up be. Mechcn�cal jmnl bV ANSI flanges. V.lVeR shall NI,0I m to AWWA 509-80. CAr;_ Nu V.IVes shell be Mueller M&H, Kennedy, t, Glow RAW or W.terous Series SVD.PON, vA s I`El k Ei - / 4_ Fire Hydrant lock payment is required e.S MJ1 kc LATE city w•.II ardor d,d Install. MERIDIAN: 4 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91 , SOLJTN NGVD 29 ZONE 41 TC RTC POINT 838 PROP05ED ADDITION I �PROPOSED GRADE I S' MIN. r 0 PVC 7--j-r-7 INN 24" RISER -ACCESS RISER (fYP.) 5TORAGE VOL. 1,032.50 GAL. 55' DETENTION VOL. � I} 4' 1 2,581.50 GAL. �J 4' TOTALS: 3000 GAL. (LIQUID VOLUME) 5TORAGE VOL. = 1,032.50 GAL. YELM STEP TANK MFG. BY EVERGREEN DETENTION VOL. = 2,581 .50 GAL. PRECAST, INC. WITH H-20 RATED LID. WORKING VOL. = 21 1.20 GAL. TOTAL VOLUME PROVIDED = 3,G 14 GAL. S STEP TANK DETAIL LD SCALE: N.T.S. EXISTING GROUND LINE RESIORATION LIMITS OR SUBGRADE. MINIMUM 3 U _ - 1 MI6 SAID r /AA/ 1,H/ _. X 8" GRAVEL BASE MIN. -- COMPACTED DEPTH L j (UNLESS OTHFFWhF DETERMINED) MEETING SID SPEC 903.19 SFE NOIE 3 Hh OW \, .._ \. 7 MAP- 31A1 M PIING STC, \ BEDDING N _ _ I SPEC 9-03 15 PI ACED IF 4' LIE IS AND COMPACTED IC 959 MAX DI NS Tf- C\L, F�jAA�' ' (REQTD FOR SEWER, WATER AND ;AS ONLY) VARIABLE 30" R15ER SIA Id )P *Pk(N TOUAI CJI TO HI '.INFORM ANO VCRIICAL (`.FA 1 INT N/ Ak400 ,AND 9;T XEF SI CU PRIDP LALIN6 NFW A P11ALT) TISING YURlAnN,' IYP) Cl PI ACI D 1ROM III IOP of 4 U 11 1 ij 1G,10M Or A411, I TRENCH DETAIL NO SCALY 1R(NC:I RCSiORAIION N011Y, 1_ ALL REFER NI"S 10 SII :PICS. SHALL BE IN ACCORDANCL WI NSD_U STANDARD SPFCIHCAIIONS FOR RIAF, BRIDGE, ALL) MUNICIPAL CONSLPCCAON 1994 EDITION. 2. ALL ROADWAY CRCSSNGS SALE BE PUSHFO ONLLSS U1111MINIJ) Th' HJ COUNTY ENGINEER HAT PUSHING (CANN01 BE ACHIEVED. 3_ RE,'AOHATON SHAI I. BE IN ACCORDANCE WITH ONE E)F THE FOLLOWING A. CONTROLLED DLNSIIY BACKFILL ME, ALI HE REQUIRED AS A BACK14H MAHRIA1, OR B. SELECT BACKTILI. MEETING THE REQUIREMENTS OF THE STS. SPIC_ 9 05_12(I)B COMPAIC1,D TO 959 1 FNSIL AND PIACED IN A MAXIMUM 12' LIFTS WRITTEN VFROlCATION OF COMP ACTION, BASED UPON ACCEPLIBLF 1 SiINC MPIIDU AND PLACEMENT OF THE BACKFILL WILL BE RLQUIRED, OR � C. NATIVE MATERIAL MAY DL USED AS BACKTII I. MATERIAL WHEN STANDARD AL. [F IAREI- Il,I SHIA ]W '.II; MAII ,FI VI LIS IIIL REQUIREMENTS AS SPLQIILD ABOVE. 4_ ALL PATCHES SHALL BE ROLLER COMPACILD_ STFEI. WHEEL POLLICES SHA,[ I,I NO WUI + HIEN RINCH LAIC[- RI )Try. 5. ALL LONGITUDINAL CUES WITHIN THE PAVLMFNI SHALL REQUIRE A FUII_ LANE O/,HAY ART, MAY FLQU117; GPINJN( N AHF COUMY INSPECTOR'S HS:RFTION_ ALARM HIGH LEVEL LAG ON LAG Off LEAD ON LEAD OFF ALARM LOW LEVEL IIMIVIN" VVN\11 ROADS AND TRANSPORTATION SERVICES DEVELOPMENT REVIEW ROADWAY STANDARDS UTILITY TRENCH DETAIL APPBM 6 - H SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 3' X 3' X 4" /CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER W':RE \ SEAL WITH AR4000W ACP CSTG � 1 BALLAST 0.5' CONCRETE CL 3000 U INSIDE PAVED ROADWAY i �i alb' 10" B 3/c• _ - SEUT:ON RECESSED HANDLETYPE COVER INLAND FOUNDRY /t 248 VALVE BOX WITH WATER" CAST IN IID OR OECD 910 FINISHED 3 MV LMFA"II) 90' BEND Ii A iAll (ONCkI it `GRADE N Ul ',I""C DEAD END ME MAI 1 I XIII. 1, , .f" 2 MAX 1J MN\ zlz°I' 10" OR 18" I Y' CP Nil IL'IA,NC ICF 31600 ',) Z N P .,,MAI I I Ill I Nlln( ,1D SP C 9 f3 9(3) F1 MW I Cl PI ACI D 1ROM III IOP of 4 U 11 1 ij 1G,10M Or A411, I TRENCH DETAIL NO SCALY 1R(NC:I RCSiORAIION N011Y, 1_ ALL REFER NI"S 10 SII :PICS. SHALL BE IN ACCORDANCL WI NSD_U STANDARD SPFCIHCAIIONS FOR RIAF, BRIDGE, ALL) MUNICIPAL CONSLPCCAON 1994 EDITION. 2. ALL ROADWAY CRCSSNGS SALE BE PUSHFO ONLLSS U1111MINIJ) Th' HJ COUNTY ENGINEER HAT PUSHING (CANN01 BE ACHIEVED. 3_ RE,'AOHATON SHAI I. BE IN ACCORDANCE WITH ONE E)F THE FOLLOWING A. CONTROLLED DLNSIIY BACKFILL ME, ALI HE REQUIRED AS A BACK14H MAHRIA1, OR B. SELECT BACKTILI. MEETING THE REQUIREMENTS OF THE STS. SPIC_ 9 05_12(I)B COMPAIC1,D TO 959 1 FNSIL AND PIACED IN A MAXIMUM 12' LIFTS WRITTEN VFROlCATION OF COMP ACTION, BASED UPON ACCEPLIBLF 1 SiINC MPIIDU AND PLACEMENT OF THE BACKFILL WILL BE RLQUIRED, OR � C. NATIVE MATERIAL MAY DL USED AS BACKTII I. MATERIAL WHEN STANDARD AL. [F IAREI- Il,I SHIA ]W '.II; MAII ,FI VI LIS IIIL REQUIREMENTS AS SPLQIILD ABOVE. 4_ ALL PATCHES SHALL BE ROLLER COMPACILD_ STFEI. WHEEL POLLICES SHA,[ I,I NO WUI + HIEN RINCH LAIC[- RI )Try. 5. ALL LONGITUDINAL CUES WITHIN THE PAVLMFNI SHALL REQUIRE A FUII_ LANE O/,HAY ART, MAY FLQU117; GPINJN( N AHF COUMY INSPECTOR'S HS:RFTION_ ALARM HIGH LEVEL LAG ON LAG Off LEAD ON LEAD OFF ALARM LOW LEVEL IIMIVIN" VVN\11 ROADS AND TRANSPORTATION SERVICES DEVELOPMENT REVIEW ROADWAY STANDARDS UTILITY TRENCH DETAIL APPBM 6 - H SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 3' X 3' X 4" /CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER W':RE \ SEAL WITH AR4000W ACP CSTG � 1 BALLAST 0.5' CONCRETE CL 3000 U INSIDE PAVED ROADWAY i �i alb' 10" B 3/c• _ - SEUT:ON RECESSED HANDLETYPE COVER INLAND FOUNDRY /t 248 VALVE BOX WITH WATER" CAST IN IID OR OECD 910 FINISHED PIPE 90' BEND 45' BEND `GRADE 11-1/4' BENT DEAD END DIAMETER 2 zlz°I' 10" OR 18" _ OR TEE, 4" 31600 2,000 s -6" SDR 21 PVC PIPE DATE w I ry M CONFORMING TO ASTM w p li 3034. RISER PIPE TO BE 8" 14,300 (( PLUMB AND CENTERED > z 10" OVER VALVE STEM. n z 3.100 1 4., o s IIS 5,900 4,500 22,700 14" 43,600 u 12.100 5,100 `VALVE STEM RISER 16" 57,000 30,800 REQUIRED WHEN MAX. 7,900 40,300 36" IS EXCEEDED - (LENGTH VARIES) 1 TRENCH BOTTOM ALL VALVES MUST HAVE 14 GLACE INSULATES COPPER TRACER WIRE TIED OFF AT VALVE BODY, \--GALE VALVE SHOWN -SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF 'VALVE BOX. BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND 0 VALVE GPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRAVE STEEL WELDED 10 RISER SHAFT, CITY 0= YELM, WASHINGTON O 3/16" Thk X 5 1/5" DIA STEEL DEP-. OF PJBLIC WORKS__ GUIDE PLATE WELDED TO RISER SHAFT. STANDARD Q 2"X2'X 3/16" SQUARE STRUCTURAL STEEL TU31NG TO FIT OPERATING VALVE BOX NUT. LENGTH AS REQUIRED. DWG. No. NOTE: ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORK$ DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. .ES. r ^ CKD. DATE F[ JEG 1P 4/2007 THRUST LOADS THRUST AT FHTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRE55URE PIPE 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BENT DEAD END DIAMETER 2 �50U _ OR TEE, 4" 31600 2,000 _ 11000 DATE 2,600 5" 5.000 4,400 2.300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22.300 12,100 6,200 3.100 15,800 12" 32,000 17,400 5,900 4,500 22,700 14" 43,600 23,600 12.100 5,100 30,800 16" 57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,DOD LBS _ 3000 LB/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PI'E SIZE, PRESSURES AND SOIL CONDITIONS, 4. BLOCKING SHALL 01 ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL 'HRVSTS WHEN THE DEPTH OT COVER OVER THE PPE EXCEEDS 2 FEET POUNDS PER sDIL CITY OF YELM, WASHINGTON SQUARE TOOT ---- ---- DEPT. OF PUBLIC WORKS _-_ MUCK, PEAT 0 SDAY 2.000 THRUST LOADS SANDAND 2.000 ` SAND & GRAVEL 3,000 ----- SAND & GRAVEL 4,000'A�113• `P41i YELP r DWG. NO - CEMENTED WITH CLAY PU9UC�W'OFKS DIRECTOR D41F 6-14 HARD SHALE 10,000 DE5. DWI,LEG CKD. DATE Es . TP 14/2007 1 08/29/07 TRENCH & BEDDING APPRO'�E.�? REVISIONS PER THUR5TON COUNTY COMMENTS DRAWN ISY: DE5IGNED 13Y NLA NMW Consu/ting Engineers ace 6th Avenue SE, Suite 309 Lacey, Washington 96503 L (360) 292-7230 Fax (360) 292-7231 2 03/14/08 PUBLIC WORKS JIHEC UR DATE 6-15 REVISIONS PER TYIURSTON COUNTY COMMENTS CHECKER 13Y APPROVED 13Y=40 MRS 3 04/08/09 DATE ES JEG REVISIONS PER THURETON COUNTY COMMENTS 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS DATe 6- 16-09 5 00/03/09 REVISIONS PER CITY OF YELM COMMENTS JOB NO: 40604 1.20 NO DATE BY CKD APPR KEV1510N 4" SCHEDULE 401 TEEL OR VV REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME - e COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -Svv ', v -� e O o � 2 CEMENT CONCRETE CLASS 3000 e SIDE FRONT VALVE MARKER POST 4" CIA. (6" DIA. FOR HYDRANTS LOCATED IN �- COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE - 20 STEEL POST FILLED WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2_ PIPE TO RECEIVE ONE PRIME COAT 1 AND TWO COATS OUTDOOR DIL BASE ENAMEL (SAME COLOR AS HYDRANT - SE E DETAIL 6-7) r. aCITY OF YELM. WASHINGTON CEMENT CONCRETE � 1 DEPT, OF PUBLIC WORKS CLASS 3000 0. b 1 - VALVE MARKER POST & HYDRANT BOLLARD DETAIL 4'P DWG. NO. HYDRANT BOLLARD ~ll 6_12 PUBLIC MORNS DIRECTOR SATE UES UNIT, CKD. DATE ES JUG TP 4/2007 RES RNIA:AAA CE P714 --- TRACE TAPE 12` TO 18' UN^FR V0.01E5 THE FINAL GRADE. BEOdNC MATFRIAL SEE NOL! 4 TRACER MRS �PEE GENERAL IVIATER VOTES NO. 7� K • • N • • •' It UNLISTURSEO SUIT L A MINIM'M CCY£R OF 1 SHALL BE MAIN ©INED. FXCEPT AS RFQgIRED AT CON7JECTON PO'NTS. '+ NATH2 AC TILL AL: -ICES! L YREE F PHOARIOV R N,7URAC?0 CCL'JTE L O4S H ,. l L L 0 ULP A Ah /1 HA N'IA Y R iROM V4 I TYPES f EAR WASTE R P EXTM Tf I L. S L 9E 5 LL f FE W5 YP 0 VI C G HE SHAPE OTAT T OBJECTIONABLE R AORLr CO T SHALT H4 LL SUCH CHARACTERISTICS OF SrZE AN7 SPAFlf ❑IA; IT WILL COMPACT REApLY COMA "ACT. 3. NATIVE TRFNC.4 BACKPIl MATERIAL 5.AII. BE SOii �R SCA FMEC SO THAT THE MAX;MUM AGLH!'UA!E SHRL IS 6 LNChES, 4 PIPE REDDOC MATERIA- SHALL 6E SAND OR OTPCh ClY APPROVEO EOVAL. NC SL'55R)RONS #LLL BE ALLCWED -TROUT WRITTEN AUTMOF,RIZAROR FRONT THE CITY OF YELM. 5. VMFRE NATIVE NALRIAI S HAVE BEEN PEEVED ONACCrATABLE BY THE "ITC. TRENCH BACK'ILL SHALL .MEET THE W5_10F STANUAPU 5FECPCAIIONS FOP THF PIPE TYPF BEING SPECKED ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: expires 2 years from acceptance date PROJECT D --PT. CF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO'�E.�? DWG. NO. PUBLIC WORKS JIHEC UR DATE 6-15 DES. OWN. KV DATE ES JEG IP 4/2007 St TE- 1� rein TOP iVIEW TOP XIEw TOP VIEW i WYE SIDE VIEW {� ,,• SIDE VIEW VIEW SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND - 01 )♦ r 'L \ AS TEE WITH CROSS WITH CROSS W17 PLUG OR CAP PLUG PLUG PLUGS err, \Yr , 45 - 90' VERTICAL BEND COTES` STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PIASTIC BARRIER SHALL BE PLACED BE- --.- TWEEN ALL THRUST BLOCKS & FITTINGS. APPPO' DWc. NO, 3. ANCHOR REBAR SHALL BE 5/8- MINIMUM Ly -- - 6-13 DIAMETER. PUBLIC WORKS DIRECTO+ DAn DEE. - DV7N. CKD. DATE EE :EG TP 4/2DO7 (5) (5) DL_AN PLASTIC ON CONCRETE, A 1- PROFILE Box I H7 2 MY. F LOW ,J GRAVEL BASETO BUILDING OR MATERIAL LIST'. 12' THICK IRRIGATION SYSTEM 11 SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFT VCITY OF YELM, WASHINGTON 8. CHECK VALVEE ( (0. S.H.S. APPROVED) D 7. RELIEF VALVE DEPT. OF PUBLIC WORKS 8. TESTS COCKS 9. DRAIN TO MYL.C14T REDUCED PRESSURE IO.PLUGS IN TEST COCKS BACKFLOW ASSEMBLY GENERAL NOTES: FOR 2" OR SMALLER A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. .--- B. DIAMETER OF ?IPE AND FITTINGS _ DWWG. N0. C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 6-A7 FLEE IOHLPER INFORM NOON. PUBLIC WORKS DIRECTCR pAi[ D. 00 NOT INSTALL IN AREA SUBJECT TO FLOOD''% DFS. OWN C40. DATE FOR ,T, TP 4/2007 MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 63/91, 5OUTH NGVD 29 ZONE 4602 TC RTC POINT 838 YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING THUR5TON COUNTY, WA. C4.5 UTILITY DETAIL SHEET 2007104764 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON REPLACE EXI5TING PLASTIC CP055WALK UNE5 EX15TING STOP BAR UNE DAMAGED DUE TO INSTALLATION Of 5ANITAKY SEWER UNE 5TA 0+64.87, 10.65' LT / ♦♦� STA 2+17.06. 4,09 LT BEGIN:NE I STA 0+64.64, 10.17' LT BEGIN DOUBLE YELLOW CENTERUA� �R= 123.0 5TA 1 +35 79, RT0+00�� - - -------------------- ---- / 5TA 1 +55.77. 0.50' LT / TYPE 2L PLASTIC TRAFFIC ARROW / PER W5DOT 5TD. PLAN 24.40-01 / 5TA I +06. 13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW ' PER W5DCT 5TD. PLAN 24.40-01 TREATED 4" X 4" (TYP.I :0J 5TA 2+84.09, 3.52' LT STA 3+42.76, 0.83' LT OH END TAPER O Q O + z M- ['-0 --- ------- - -- -DZ tr ,+o0 5+001 6+ao w0 _ IL_ - ,T - - J ------------------------------------------------ - - - - - � DOUBLE YELLOW CENTER)JNE ' Q 4' SPACING QYP.) W Z ki OI FQ - O--------------------------------------- ----------------------------------------- 00 ZMATCFI EXISTING CENTERUNE + ~ -_ _. -._. ___" _.... - :I - 5TA 11+94.76.3.17' LT O_ - - —. - -+ - - — - - —I- - — - - — — - 4o0;- _ _ Q U — _ _ _ _ _ — - _ _ _ — _ _ — - — - F-- 00 8+00 9+ 10+00 _-- LU OLLLrp�41 =>1- --— --— --— --— --— ------ �- _' .. _.. _'� .-- - 11+93.66------ 0 O 5TA 9+05.32)-T STA INSTALL TYPE 3 BARRICADE F- I INSTALL TYPE 3 BARRICADE SEE DETAIL BELOW Q Q SEE DETAIL BELOW 0) I 17 MAX. O.C. Y / 2" x 8" (TYP.)- I GROUND LINE 1" DIA. BREAKAWAY ---� FEATURE DRILLED 7 ' PARALLEL TO SIGN EXCEEDS aos% qaE SEE w.G.D.o T srD �A PLAN DETAIL G 4 FORS% �ia� EXISTING SOIL_. OR GRAVEL 1 L1 NOTES- 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE HUTTO. AT AN ANGLE OF 45' TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1.000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. i. BARRICADE SECTION SHALL E%TEND TO LIMITS OF THE PAVED SURFACE. 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION 6C-8. DC,-59.OWG N.T.S. SYM3pL 8 LAZE TYPE 16 TRAFFIC ARROW AAa:A I.]a MIL TYPE 2SR iRRRO) IIUFi1C ARROW I RIWGEOF TYPE ME 1RIFSICARRQN (SHOWN AT REDUCED SCALF) T 2- _ L A L MseOLANE GOA EWPSE'A' NOTE SVYEfRCALABWT _ G84IERIINE use the AnWtsions Morn an bas plan for each type Traffic Army band 1I. Consu/ting Engineers Lace 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 placed or, roadways wah a passed Speed IRR of 40 rryh ar IOYrer. 03/14/08 Il'IT ANS, ].6DL 6 DANE 04/08/09 3 r �T. NARIdNG AREA 14.0 SC FT TYPEFIC iROW OF 911PSE$L/ (Gran le l5arx,RE TRAFFICARROW YRROIi NAC£ OT —'— N (91q'.W AT REpICm 9CPeE) GRIP 164'BOWraE MMpNO AAEA i t4.835O.FTJ Y MG mew '3} ].T330.R. 1P.. ELLDSE'B'AA6J AUS r -r iLr-c ELLP9E TYPE 39L 11"D TRAFFIC ARROW / "A' ,P-ELNPSE9')VVSJ AXIS TYPE 781-(LEF'f)71iAFFIC ARROW 1 I REVISIONS PER THURSTON COUNTY COMMENTS DRAWN BY: DESIGNtL) BY NLA NMW Consu/ting Engineers Lace 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 2 03/14/08 rEWPSE'8 N �' 3 04/08/09 3 r �T. REVISIONS PER TF URSTON COUNTY COMMENTS _ 4 04/22/09 IZm 82FT OF ELL! D3 DATE 6- 16-09 5 OG/03/09 (A✓D I545Vr41r✓E : REVISIONS PER CITY OF YELM COMMENTS JOB NO: 406041.20 NO DATE TYK48 TRAFFIC ARROW � t•-s�•. t' -r APPR REVISION RIJPSE •�1 EWPSE'A`, Axa . 10•-EWPSE •B'AMIS __ NARIdNG AREA 14.0 SC FT TYPEFIC iROW OF 911PSE$L/ (Gran le l5arx,RE TRAFFICARROW YRROIi NAC£ OT —'— N (91q'.W AT REpICm 9CPeE) GRIP 164'BOWraE MMpNO AAEA i t4.835O.FTJ Y MG mew '3} ].T330.R. 1P.. ELLDSE'B'AA6J AUS r -r iLr-c ELLP9E TYPE 39L 11"D TRAFFIC ARROW / "A' ,P-ELNPSE9')VVSJ AXIS TYPE 781-(LEF'f)71iAFFIC ARROW 1 08/29/07 REVISIONS PER THURSTON COUNTY COMMENTS DRAWN BY: DESIGNtL) BY NLA NMW Consu/ting Engineers Lace 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 2 03/14/08 REVISIONS PER THUR5TON COUNTY COMMENTS cnecKED BY APPROVED BY MRS 3 04/08/09 REVISIONS PER TF URSTON COUNTY COMMENTS _ 4 04/22/09 REVISIONS PER CITY Of YELM COMMENTS DATE 6- 16-09 5 OG/03/09 REVISIONS PER CITY OF YELM COMMENTS JOB NO: 406041.20 NO DATE BY CKD APPR REVISION ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS SYMBOL MARMNOS TRAFRC ARROWS FOR LOW RPS ROADWAYS STANDARD PLAN M-24.4"1 SIECT 1 Or 2 SITS APPROVm FOR PUBLICATION Harold J. Peter/mo _ 0631-M �w.rpi as enP.raT,.y.Ar BY: DATE: expires 2 years from acceptance date I PROJECT N STRIPING NOTE: CONTRACTOR 5NALL DOCUMENT ALL EXI5TING STRIPING AND CHANNEUZATION PRIOR TO CON5TRUCTION AND RE5TORE TO 5AME AT COMPLETION Of CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPkOVED FOR CONS I FICTION BY DAIL- - JEVELDI'MtNI RtVIEW rNGINtLR ArPFUVAI Y%PIRF`i- YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. 2007104764 STRIPING PLAN 0 30 60 SCALE 0WA51IINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91 , SOLRN NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C5.0