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Construction Plans 071609ABBREVIATIONS 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, = CENTERLINE, CLA55 CONC = CONCRETE CON5T = CONSTRUCTION C.P. = CONCRETE PIPE CSP = CORRUGATED STEEL PIPE C5TC = CRUSHED SURFACING TOP COURSE A = DELTA DI, DIP = DUCTILE IRON PIPE DIA, 0 = DIAMETER E = EAST ELEC = ELECTRICAL EL, ELEV = ELEVATION EOP = EDGE OF PAVEMENT E5MT = EASEMENT EVC = END VERTICAL CURVE EX5T, EX = EXISTING FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW LINE FM = FORCE MAIN GSP = GA5KETED SEWER PIPE HDPE = HIGH-DEN5ITYPOLYETHYLENE PIPE HP = HIGH POINT ID = IN51DE DIAMETER If = INVERT ELEVATION IR, IRR = IRRIGATION L = LENGTH LCPE = LINED CORRUGATED POLYETHYLENE PIPE LT = LEFT LF = UNEAL 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 PCC = POINT OF COMPOUND CURVE PI = POINT OF INTERSECTION PP = POWER POLE PRC = POINT OF REVERSE CURVE PROP = PROPOSED PT = POINT OF TANGENT PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTER5ECTON R, RAD = RADIUS R/W, ROW = RIGHT -0F -WAY RT = RIGHT S = SOUTH 5CH = SCHEDULE 5D = STORM DRAIN 5HLDR = SHOULDER 55 = SANITARY SEWER 55MH = SANITARY SEWER MANHOLE STA = STATION 5TD = STANDARD SWP = SOLVENT WELD PIPE T = TANGENT TCE = TEMPORARY CONSTRUCTION EASEMENT TEMP = TEMPORARY TYP = TYPICAL UGT = UNDERGROUND TELEPHONE VC = VERTICAL CURVE W = WEST W/ = WITH W.Q. = WATER QUALITY YELM LDS CHURCH IMPROVEMENTS PROJECT GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THURSTON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE M05i CURRENT COPY OF THE STATE OF WASHINGTON STANDARD 51PECIFICATION5 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 THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THURSTON COUNTY, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECE55ARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCF551BLE AT ALL TIME5. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. G. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE THURSTON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE START 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 THESE DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM Thr DRAWINGS OF DETAIL OF WORK WHICH ARE NECE55ARYTO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. 10. ANY PROPOSED ALTERATION$ BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND INSPECTOR. 1 I . KPFF CONSULTING ENGINEER -'515 REQUIRED BYTHURSTON COUNTY AND THE CITY OF YELM TO PROVIDE A5-13UILT CERTIFICATION PRIOR TO FINAL JURISDICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY AS -GUILTS UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND STORM 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 6-02 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 CONSTRUCTION AS SPECIFIED IN THE W5DOT/ 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 THURSTON COUNTY PUBLIC WORKS STANDARDS AND THE M05T RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE 5TOKMWATER MANAGEMENT PLAN AND SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THURSTON 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 AREAS 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, OIL/WATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA511\15/MANHOLE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTIOWDETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL STORMWATER 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 THOSE PIPES THAT DAYLIGHT. 11. PIPE MATERIALS USED FOR 5TORMWATER CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS 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 PLANS 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 51TES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GPA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY JURISDICTION. ENGINEER'S CERTIFICATION: THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THURSTON COUNTY ROAD STANDARDS AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL FOR THURSTON COUNTY. ALL DESIGN VARJANCE5 HAVE BEEN APPROVED BY THURSTON COUNTY. I APPROVE THESE PLANS FOR CONSTRUCTION. NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-15-09 Lacey, Washington 98503 JOB NO: 406041 .20 (360) 292-7230 Fox (360) 292-7231 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. 16. 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 RE5PON'51BIUTY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT -0F -WAY. IT AL50 SHALL BE RE5PON5IBIUTY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE 51HALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT 5TA13IUZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RE5PON5I13LE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAG6ER5, 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 LEAST ONE FLAGGER 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 STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEIN WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLBTE IN PLACE, AND READY TO USE. 21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN G" MAXIMUM UFT5 AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIORTO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE 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 UTILITY, CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY DATE: e+ expires 2 years from acceptance date I PROJECT sow. ,I L 1St St �F say SITE 1057HA VESE of d� O 10MA VESE VICINITY MAP NOT TO SCALE PROJECT DATA: 1 08/29/071 SITE ADDRESS: 1 1 REVISIONS PEP THURSTON COUNTY COMMENTS e N 2 03/14/08 30-1 7-2E PT 52 NE NW LY NELY Of YELM IRIZIG DITCH EXC FT LY SLY REVISIONS PEP THURSTON COUNTY COMMENTS 3.45 Ac 3 04/08/09 FILL: 297 CU. YD5. REVISIONS PER THURSTON COUNTY COMMENTS g 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS g 5 06/03/09 REVISIONS PER CITY OF YELM COMMENTS _ NO DATE BY CKD APPR REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL STORM DRAIN NOTES I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE THURSTON COUNTY PUBLIC WORKS STANDARDS AND THE M05T RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE 5TOKMWATER MANAGEMENT PLAN AND SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THURSTON 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 AREAS 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, OIL/WATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA511\15/MANHOLE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTIOWDETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL STORMWATER 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 THOSE PIPES THAT DAYLIGHT. 11. PIPE MATERIALS USED FOR 5TORMWATER CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS 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 PLANS 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 51TES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GPA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY JURISDICTION. ENGINEER'S CERTIFICATION: THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THURSTON COUNTY ROAD STANDARDS AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL FOR THURSTON COUNTY. ALL DESIGN VARJANCE5 HAVE BEEN APPROVED BY THURSTON COUNTY. I APPROVE THESE PLANS FOR CONSTRUCTION. NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-15-09 Lacey, Washington 98503 JOB NO: 406041 .20 (360) 292-7230 Fox (360) 292-7231 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. 16. 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 RE5PON'51BIUTY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT -0F -WAY. IT AL50 SHALL BE RE5PON5IBIUTY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE 51HALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT 5TA13IUZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RE5PON5I13LE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAG6ER5, 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 LEAST ONE FLAGGER 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 STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEIN WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLBTE IN PLACE, AND READY TO USE. 21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN G" MAXIMUM UFT5 AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIORTO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE 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 UTILITY, CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY DATE: e+ expires 2 years from acceptance date I PROJECT sow. ,I L 1St St �F say SITE 1057HA VESE of d� O 10MA VESE VICINITY MAP NOT TO SCALE PROJECT DATA: PARCEL# 22730210900 SITE ADDRESS: 10423 CLARK RD 5E YELM, WA 98597 SECTION: 530 T 17N R2E LEGAL DESCRIPTION: 30-1 7-2E PT 52 NE NW LY NELY Of YELM IRIZIG DITCH EXC FT LY SLY TOTAL 51TE AREA: 3.45 Ac CUT: 339 CU. YDS. FILL: 297 CU. YD5. NET: 22 CU. YDS. <CUT> ARCHITECT HOCHSTRASSER ASSOCIATES, ARCHITECTS 5801 80TH AVE COURT WEST UNIVERSITY PLACE, WA 98467 PH. (253) 224-4101 FAX (253) 565-6826 CONTACT: GARY HOCHSTRA55ER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS P.O. BOX 2328 ISSAQUAH, WA 98027-0105 PH. (425) 392-1260 FAX (425) 392-3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 6TH AVE. SE, SUITE 309 LACEY, WA. 98503 PH. (360) 292-7230 FAX (360) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY, PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 6TH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (360) 292-7230 FAX (360) 292 7231 CONTACT: THOMAS SWIFT, PLS CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800424-5555 APPROVED FOR CONSTRUCTION 6Y: DEDATE: VELOPMENT REVIEW ENGINEER APPROVAL EXPIRE5: YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. 2007104764 COVER SHEET 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NGVD 29 NAD 8 TC RTC POINT 838 ZONNEE 4602 53/91, SOUTH C1.0 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON O =IT CW=M.A ADA kinl KIKACAIT kl I=. EXISTING 5ANITARY DRAIN HELD5 TO BE ABANDONED PER THURSTON COUNTY HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THURSTON COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL RECOMMENDATIONS OF SOILS REPORT DATED JUNE 2007. DRNNFIELD LOCATIONS SHOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPFF. IE 12'" CULVERT ELEV- 340.55 G TO BE RHAOVCD b.l � -500TH END CULVERT op rior rouND i F -r F -tun FIRE HYDRANT L1W WATER METER ✓V WATER VALVE IRRIGATION VALVE ISR QS SEPTIC TANK LID L=1 CATCH BASIN Op STORM DRAIN MANHOLE POLE ANCHOR O(1. GUY POLE ,u z POWER TRANSFORMER Li C,' GAS METER G GAS VALVE (_) TELEPHONE MANHOLE El T TELEPHONE PEDESTAL -� SIGN L0 TRAFFIC SIGNAL POLE A LUMINARE LIL' LIGHT J -BOX -- (,I_ - GUTTER LINE -- u - POWER LOCATES ph, - PHONE LOCATES G GAS LOCATES W WATER LINE SEWER FORCE MAIN — — — SAW CUT LINE N — — GRADING LIMITS/WORK LIMITS LINE XXX.XX SPOT ELEVA77ON (PROPOSED GRADE) XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 SCALE MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 UTILITY POLE j FENCE MAILBOX CONIFER TREE AS NOTED DECIDUOUS TREE HANDICAP PARKING STALL I1 TURN LANE --- EP EDGE OF PAVEMENT -- (,I_ - GUTTER LINE -- u - POWER LOCATES ph, - PHONE LOCATES G GAS LOCATES W WATER LINE SEWER FORCE MAIN — — — SAW CUT LINE N — — GRADING LIMITS/WORK LIMITS LINE XXX.XX SPOT ELEVA77ON (PROPOSED GRADE) XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 SCALE MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 =1 � SfAIN VD �RETNNI OQNLUIN O mi NEW PARIGNb'STACg NEW STORAGE BUILDING, 168 S.F. X 1.-6 BATTER s ORIGINAL L GROUND UNDISTURBED EARTH GENERAL NOTES: 1. Rockeries hj b- IMn 5&SIR Its, soostruoted of rook, N p tlueted a J. 5 -mm to G- so fmm D.N- to top Ibckarlea f 5' r borer shell Ee comtrocGd Of 3 -man to z -men rrom boiG. to .R Rock sm. caMgorso shay -awes: Tso m rocks (300 to AGO pontos). 13 inches to least dim melon Three-m.n rocks (Roo to 10. Poanas), IS inches ;n least a ma�nm Ponwmen rocks (1500 W M. younas), IS incnee in least .n: . .. Fran reek, 0z9oo m 3soy pnnvtla). z4 -ansa m least aime.on. 2. Tee rakery Ran be thgR;'a Mtn a smaoth face. 3 Tha bng tlimemion of the meta ,hell be onentetl -verde the bank 1. pIosae -tuba. afabyitI 4. The rock seen be placed so as to lock mG, two ,ska in tee I.. ear. s. .11 For too,otGn p,I- to bass course be� pI., ad (for _On -em f rocker➢ l.elde[, fanMatian Gnai ane rock 0. Design varyiag nom tMsa to"..teA seen cam tea ,eel of . t'Z enC = e pa,Yancea in ani➢ -,,,sorts. PROPIXIY UNE or.)� \` ` FABRIC BY THE COUNTY ENGINEER D" MIN. OF 1 1/2" WASHED NOCE i 1/2 BASE COURSE DIAMETER OR 12". WHICHEVER IS GREATER AS DIRECTED BY COUNTY ENGINEER PERF DRAIN WITH 4" MIN OF ROCK UNDER PIPE .._IfM6gN4 --WTE THURSTON COUNTY sora .ma TKMTON CODNTY ROADS AND TAAN(��9pPpM�tWa�AION ppT ,�.IIWw MVE�I.O WI�PtuI6'QT VEW ROADWAY STANDARDS ROCK RETAtINJG WALL AFFE00(9 - A 4�1 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON I Ohl EROSION CONTROL CONSTRUCTION NOTES: OEXISTING DRIVEWAY TO BE U5ED A5 CON5TRUCTION ENTRANCE. CONTRACTOR TO U5E APPROPRIATE TE5C METHODS TO KEEP �j SEDIMENT OFF CLARK ROAD. it I` OINSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 IN5TALLa5TREAMGUARD' INLET FILTER PROTECTION AT CATCH p BA51N LOCATIONS PER DETAIL ON DRAWING C2.1 L I I O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 " I kI PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE � I .CONSTRUCT RETAINING WN1S AND GRADE PERVIOUS PARKING AREAS TO FINISH ELEVATION OF PERVIOUS PAVEMENT. S Yi fL U2" E 6C5fi Tyr 7- _- _. _ 1 2. IN AREAS NORTH AND WEST OF EXISTING BUILDING WHERE EXISTING � � y, _sd � - PARKING 15 TO REMAIN, SAW -CUT EXISTING ACP, I � - _ 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT L B - ---- `� - COMPACT THE NATIVE SOIELOW THE 5U5BA5E -- � i\\ EXIST PARNG 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH I j -- l,z - i - S CONSTRUCTION PLANS AND S ON DRAWING C3.2 AND SPECIAL ( I PROVISIONS OF CONSTRUCTION ION 5SPECIFICATIONS. STEP f I , i suP L i 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREA5 AND MAINTAIN UNTIL LANDSCAPING 15 COMPLETE. G. AFTER COMPLETION OF lAND9CAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVER5 TO REMOVE ANY CONSTRUCTION DEBRI5. PLACE ADDITIONAL A5TM NO.8 JOINT/OPENING FILLER A5 NECE55AFY TO FILL 1 COMPLETELY. XIST. C4s� �, " ' MBLDQi,' CONSTRUCTION PHASING . i� i . a THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THE5E 5TEP5 J; � {{ IN THI5 ORDER, BUT 50ME PORTIONS OF THE 5TEP5 MAY BE PERFORMED -[- OUT OF 5EQUENCE, AS CONDITIONS REQUIRE. THE CONSTRUCTION SEQUENCE 15 A5 FOLLOWS: 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN TH05P LOCATION5 5HOW/N ON THE PLANS. 2. CLEAR AND GRUB THE PROJECT 51TE. O 3. BETWEEN NOVENBER 15t AND MARCH 3 i st, ALL DISTURBED AREAS , (: I 7i� GREATER THAN 5,000 S.F. THAT AREA TO 8E LEFT UNWORKED FOR MORE THAN TWELVE HOURS 5HALL BE STABILIZED BY ONE OF THE FOLLOWING: aPr-Coxluf _ Lcca i�N < �x:� tic-� ! \ MULCH, SODDING, OR PLASTIC COVERING. LP➢f IFR/ N PfFLD i:) .1t kLMOf7D EXISTING CHURCH BUILDING \� 4. GRADE 91TE AND IN5TALL ALL PERMANENT 5TORMWATER FACIUTIE5. I 5. INSTALL UNDERGROUND UTIUTIE5 (CABLE, TELEPHONE, POWER, 5EWER, 15,397 S.F. r/�/ I " v -�' ii � i WATER. ECTJ /G. PROVIDE CATCH BA51N PROTECTION BY IN5TA UNG SILT 5OCK5 AND ALL iT�j -j INLETS TO DRAINAGE 5Y5TEM A5 SHOWN ON PLAN. 7. AFTER PAVING 15 COMPLETE, IN5TALL LANDSCAPE 50D AND/OR 5EW, AND MULCH ALL DISTURBED AREAS. 8. MAINTAIN ALL EROSION CONTROL FACIUTIE5 UNTIL THE ENTIRE 51TE 15 5TABI UZED AND SILT RUNOFF CEASES. NM -I c �.--_ _ '� " ` 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE AD 1Q > 4 DTRUCK5 TO RAINAGE SYS MS.L THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM - 3 930 S.F. i 1 F` LEGEND: \ n I = r F3x-, man T, 40.9. INLET FILTER PROTECi70N ROCK RETAINING WALL -5r£ FILTER FABRIC PENCE ' 5TANDARD DETAIL ON TH155HEET -o- I NEW AC PAVEMENT NEW CONC SIDEWALK ® NEW PERVIOUS PAVEMENT r _ IXI5T CONC 51DEWALK EXI5T. CONTOURS N 0 30 SCALE 01 %n MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/g I , 50UTH NGVD 29 ZONE 4602 TC RTC POINT 838 ADAPTER SKIRT RETRIEVAL STRAP W i 36� SEDIMENT ACCUMULATION INSTALLATION: MAINTENANCE: • REMOVE CATCH BASIN GRATE • DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE •CLEAN DIRT AND DEBRIS FROM GRATE LEDGE SEDIMENT LEVEL •PLACE STREAMGUARD INSERT OVER CATCH •RECOMMENDED: EMPTY AND REINSTALL BASIN OPENING WITH BAG INSIDE BASIN WHEN UNIT IS APPROXIMATELY HALF FULL • REPLACE GRATE, AT THE SAME TIME PINCH (UP TO 12 INCHES SEDIMENT) INSERT FABRIC BETWEEN GRATE AND FRAME •RECOMMENDED: REGULARLY INSPECT INSERTS AND LOG OBSERVATIONS AS A • CUT EXCESS FABRIC OFF AND LEAVE THREE BEST MANAGEMENT PRACTICE. TO FIVE INCHES OF FABRIC AROUND OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. 05/29/071 1 REVISIONS PER THURSTON COUNTY COMMENTS 2 1 03/14/081 1 REVISIONS PER THURSTON COUNTY COMMENTS 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS 5 06/03/09 REVISIONS PER CITY OF YELM COMMENTS NO DATE I BY CKD APPR REVISION :AWN BY: DE51GNEE NLA NMW 1ECKED BY APPROVEI MRS DATE 7-15-09 JOB NO: 406041 .20 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON BY Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 STORM DRAINAGE DESIGN MANUAL I FIG B 2 FILTER FABRIC MATERIAL 60' WOE ROLLS USE STAPLES OR WRE RMATTACH FABRIC O WRE 2'x 2'x 14 Ga WRE FABRIC 0 EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 8' x 12' TRENCH W MAX 2' x 4' HOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS 2'x 2' x 14 Ga WRE FABRIC W EQUIV. FILTER FABRIC MATER PROVIDE 3/4' TO 1 1/2' WASHED GRAVEL BACKFILL ON 607H SIDES OF FILTER FABRIC FENCE 2' x 4' WOOD POST / ALT. STEEL FENCE POSTS b 5'0' REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: 02-1991 FILTER FABRIC FENCE DETAIL 64 ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS expires 2 years from DATE: nce date I PROJECT STANDARD EROSION CONTROL NOTES SILT FENCES I . 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 F05T. 2. FO5T5 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 P05T5 AND UP51-OPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RING5. 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 IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 5 STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. 8. FILTER FABRIC FENCES SMALL 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 15 ALLOWED INSIDE THE TREE PROTECTION AREAS. HYDROSEEDING I. SEED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPUED 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.,GEOTEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING). 3. SEED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO F05TER 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. C. FERTILIZERS ARE TO BE USED ACCORDING TO 5UPPUERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENEVER EXCAVATION OF THE 517E EXP05E5 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, UTIUTY 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 5HALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS SPECIFIED. DEWATERING SY5TEM5 THAT CAUSE A LOSS OF 501L FINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES I . EROSION CONTROL MEASURES ARE NOT LIMITED 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-51TE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTORS ACTIVITIES SMALL BE HYDR05EEDED. 2. 5TA13ILIZATION 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. HYDR05EED 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 ONSITE OR ON CALL AT ALL TIMES. WILL BE IDENTIFIED BY THE CONTRACTOR, TOPSOIL STOCKPILES I . STOCKPILES SHALL BE STABILIZED 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 5UBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROP05FD SODDING OR SEEDING. 4. PREVIOUSLY ESTABU5HED GRADES ON THE AREAS TO BE TOP501LED SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 YELM LDS CHURCH IMPROVEMENTS PROJECT DRAW NG THURSTON COUNTY, WA. EROSION CONTROL NOTES AND DETAILS I C2.1 2007104764 STRUCTURAL FILL NOTE: WET VAULT NOTE: CON5TRUCTION OF ANY 5TRUCTURAL FILL 5EC ION 5HOULD THE WET VAULT MATERIAL TO BE CORRUGATED HIGH FOLLOW ALL RECOMMENDATION5 OF 5011.5 REPORT BY DEN51TY POLYETHYLENE PIPE (CPEP)-5MOOTH - BRADLEY -NOBLE GEOTECHNICAL 5ERVICE5 DATED JUNE 12, 2007; INTERIOR. WET VAULT MATERIAL MU5T ACCOMMODATE JULY 25, 2007 AND MARCH 10. 2008 HS -20 LOAD5. WET VAULT 5HALL BE PLACED ON NATIVE MATERIAL WITH SUITABLE BEDDING. 349.20TOW 348 1345.20BOW1 347 6- 346 I 345 344.43 , 344 EXISTING PARKING NOTE: SEC. 30, T17N, R2E, W.M. UPON COMPLETION OF THE PROJECT, CONTRACTOR THURSTON COUNTY, WASHINGTON 5HALL APPLY A 5WRRY SEAL IN ACCORDANCE WITH THE CONSTRUCTION 5FECIFICATION5 TO THAT PORTION OF THE PARKING AREA THAT WAS NOT RECON5TRUCTED. CONTRACTOR 5HALL RESTRIPE FARMING AREA PER DETAIL5 ON ARCHITECTURAL PLAN5. e i413 14 P 345-"' 352.1 IN - 348.1480 \ 348.38 TO sy ♦ 47.88 FL e ♦ 3 I' \ t5 3 3 ' 00 �1 3 ,7.94 OW! 349.00TOW \ I x'11 EXIST. 5FOT ELEVATION --xxx D(15T. CONTOUR5 • 5TOKM DRAIN CLEANOUT co LE. .� EXI5TING CATCH BASIN STATION LEGEND: RIM 348.00 OUT FI -1 TWE I 351.00TOW 16.0 RT - F.O.C. -s- 5TORM DRAIN E ♦ .00BOW 2 0 --..-- RooF vRAIN JN E ?.00TOW ♦ t 338.46 (129 NE 338.46 (129 5 . OBOW 5OUD UD C�34 NEW AC PAVEMENT 351.0 OTYPE 3 ` 34$.00 ® NEW'ECOLOC OR 51MLAR PERVIOUS 338.15 (1 29 N.5 338.15 (125W Q4 PAVER5 9+82.44 53.05' RT 341.81 NEW CONC 51DEWALK 338.05 (1295 Q5 � NEN CATCH BASIN 83.08' RT 340.70 338.20 5 NW EX15T CONC 51DEWALK © TYPE 1 -� 5URFACE FLOW DIRECTION 340.33 - (m 5E' F7 PE TYI I 0+64.23 83.23' RT FINISH SPOT ELEVATION - (M N 1 x'11 EXIST. 5FOT ELEVATION --xxx D(15T. CONTOUR5 • 5TOKM DRAIN CLEANOUT co LE. .� EXI5TING CATCH BASIN �r �L ra EXIST. E I 342.49 z -41?SJ 343.24 342. a 342.74 342 <) \ .4 EXISTING CHURCH BUILDING 15,397 S.P. (FF=344.93) STORM DRAIN CATCH BASINS LE. CB # TYPE STATION OFFSET RIM I.E. IN OUT FI -1 TWE I 9+09.88 16.0 RT - F.O.C. 342.27 - 338.57 (1295W 2 0 TYPE I WI 9+20.45 34.18' RT 343.00 338.46 (129 NE 338.46 (129 5 5OUD UD OTYPE 3 I WI 5OUD UD 9+82.29 33.14' RT 342.78 338.15 (1 29 N.5 338.15 (125W Q4 TWE I 9+82.44 53.05' RT 341.81 338.05 (129 EW 338.05 (1295 Q5 TYPE 1 9+82.51 83.08' RT 340.70 338.20 5 NW 3(89 EO © TYPE 1 9+63.83 120.67 RT 340.33 - (m 5E' F7 PE TYI I 0+64.23 83.23' RT 341.70 - (M N 1 8 TYPE 2 W/ 10+88.03 75.0 RT 341.85 (12)N (12) N (12533G.W (129W 50UDUD 335.05 (6') N 0 TYPE I W/ 10+87.47 31.44' RT 342.85 339.46 (129 E 339.46 (12') N 5OUD UD 10 TWE I 10+87.13 16.00 RT - F.O.C. 342.16 338.77 (12')5 338.77 (129W I II+39.83 342.01 339.04 (19TYPE 2 N 'DI5TANCE5 SHOWN ARE TO THE CENTER OF THE GRATE UNLE55 OTHERWISE NOTED 'DETAILS 5HOWN ON DRAWING C3.1 61YCY1.0�_ 6LF PROPERTY LINE ((YP.) STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: ax FF=344.93 -NEW-, ADD1Ttfi1 'wan s K A�50LF 6"01.0% IE=341.86 SITE PLAN NOTE: 517E PLAN FOR THI5 PROJECT IS PROVIDED BY HOC115TRA55ER ASSOCIATES, ARCHITECTS STATIONING NOTE: I I CONTRACTOR TO U5E INTERSECTION C/1. OF CLARK ROAD AND YELM AVE E =STA 0+00 '" EXTREME CARE WHEN EXCAVATING TO INSTALL CATCH BASIN. STRIPING NOTE: WATER UNFSINCL05E SEE ARCHITECTURAL PLAN5 FOR PARKING LOT LAYOUT AND STRIPING DETAILS '� I PROXIMITY. I � Jz-vr \ 343.06 50 341.57 341.30 342.56 4219 341,37 7.69��3 19�-41.53 3 341,340:87 4 -ate zan I �40.87 k-IE=353 4D\ i I I ILII ISI li�l 8 9 ®G = IIfII o® .: ISI I Ii342.36 l rz I .I .I ILII :. _ :,33 79�,= o ° I! ° ' IF • • jLFe e e Ili iE=341.30 'V 12 345.00TOW•I 15 a 17 345.00TOW 1,3 343.20 TOC 344.10 344.00BOW 347.18 1 OF WALL 342.70 FL �, i- ® ,. i .F ► _X 01 1 II 19 i Ire: a u �OLFI12"@O.t" fT +- of10 ,! SEE DRAWING C4.2 FOR FRONTAGE IMPROVEMENT5 I Q y �1 IL�F J i IID v I.R i i I I rF 1 J �c i i i LI�,,ti I I CONTRACTOR TO U5E EXTREME CARE WHEN EXCAVATING TO I,ry, 1+111 INSTALL CATCH BA51N. WATER UNE5 IN CL05F PROXIMITY. I n i l I I 19 L), ' I `-I 10 -mac I O1 CON5TRUCT NEW A5PHALT PARKING AREA PER TYPICAL PAVING 5ECTION ON DRAWING C3.2O IN5TALL CEMDRAWING 3EN CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 DRAWING EME2 CONCRETE 51DEWALK PER (DETAIL (4-1 I) ON SCALE O IN5TALL (3) - 98 LP 59 WET VAULTS PER DETAIL (1) ON DRAWING C3.1 O CON5TRUCT W5DOT TYPE 1 HC RAMP PER DETAIL (F-40. 10-01) 12 CONSTRUCT FRENCH DRAIN PER DETAIL (1 5) ON DRAWING C4.5 16 5EE ARCHITECTURAL PLANS FOR SHED WALL DETAIL ON DRAWING C3.2 OCON5TRUCT 1 15 LF X 20 WIDE X 4.5' DEEP INFILTRATION GALLERY WITH 5TORMTECH CONSTRUCT NEW CONCRETE PAVERS SECTION PER DETAIL (20, CONSTRUCT VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) 17 DRAWING CONCRETE WHEEL STOP PER DETAIL (I G) ON MERIDIAN: 5C-740 OR APPROVED EQUAL PER DETAIL (2) ON DRAWING C3. 1. INSTALL IN5PECTION O 21 22) ON DRAWING C3.2 ,3 ON DRAWING C3.2 WASHINGTON STATE PORTS AND ACCE55 RI5ER5 PER PLAN AND DETAII5 (5) AND (6) ON DRAWING C3.1 PLANE COORDINATE O CONCRETE APPROACH DRIVEWAY. (4-9)L TYPE I DRAWING NT I O DRAWING 5TORM DRAIN 5Y5TEM TO REMAIN 14 CONSTRUCT FW5H CURB PER DETAIL (20) ON DRAWING 3.2 i8 IN5TALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 5Y5TEM R VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 5 5TA 9+46.3, CJL OF DRIVEWAY. IN5TAU, TYPE 1 CEMENT 1p INSTALL TYPE II BARRICADE5 PER DETAIL (1 2) ON DRAWING C3.2 15 CON05TRUCT ROCK WALL PER THUR5TON COUNTY DETAIL ON DRAWING 19 CFON PUCT W N DRAWING OT TYPE B 51DEWALK RAMP PER DETAIL TC RTC POINT 838 ZONE 4602 O CONCRETE APPROACH PER DETAIL (4-9) ON DRAWING C3. I PROVIDE 300 Ol ACCF55 RI5ER PER DETAIL TH15 SHEET. MN15H GRADE 12"0 PVC FROM MANHOLE\ / \ / 2'eIEC T� SOLE #8 IE = 338.05 ±5LF ±5LF 12'0 PVC 12'0 PVC 6'0 PVC TO MANHOLE 5=0.0 FT/Pr 5=0.0 FT/FT IF = 335.05 IF = 335.05 IE = 335.05 O - 60"0 H20 -RATED CPEP 5MOOTH INTERIOR WET VAULT 5 = 0.0 FrifT. It = 334.05 WET VAULT DETAIL SCALE : N.T.S. FINI5H GRADE 48W TYPE 2 CB RIM = 341.85 36"0 ACCE55 RI5ER If IN = 338.05 12" N It IN = 335.05 Go N If OUT = 336.05 12' W 5TANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCE55 R15ER 12"0 Pvc @0% It - 338.05 --334.05 4 WET VAULT DRAIN DETAIL SCALE: N.T.S. e9ARAW WE hM1E01ML WE Vn011FlIY I+�Aa®I awe I_lT eT- Pa°fl mha�eemLLiNo� aeNwTEaASE wEbVr TYPE CATCH BASIN : N.T. LE5. l PNM gNhhE a W ve1FH uNIE hl/MIGMF.WE.MM GNW MIIMAoIIrNeIrBFL"hw .TOP MawM OWWe IACIALLfOI ne6aaa wvaw 12'0 PVC @0.5% TO INFILTRATION GALLERY It = 336.05 PROF05ED PAVEMENT 5ECTION RLL pYPJ DRAINROCr. (TYP.) ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM PROVIDE 300 ACCESS (USER PER DETAIL THI5 SHEET. LENGTH PROVIDE 300 ACCESS RISER PER DETAILTHI5 5HEET. BOTTOM INLET HAMBE SEE TYPICAL PAVING 5 DETAIL ON DRAWING C 12"0 PVC FROM MANHOLE\ / \ / 2'eIEC T� SOLE #8 IE = 338.05 ±5LF ±5LF 12'0 PVC 12'0 PVC 6'0 PVC TO MANHOLE 5=0.0 FT/Pr 5=0.0 FT/FT IF = 335.05 IF = 335.05 IE = 335.05 O - 60"0 H20 -RATED CPEP 5MOOTH INTERIOR WET VAULT 5 = 0.0 FrifT. It = 334.05 WET VAULT DETAIL SCALE : N.T.S. FINI5H GRADE 48W TYPE 2 CB RIM = 341.85 36"0 ACCE55 RI5ER If IN = 338.05 12" N It IN = 335.05 Go N If OUT = 336.05 12' W 5TANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCE55 R15ER 12"0 Pvc @0% It - 338.05 --334.05 4 WET VAULT DRAIN DETAIL SCALE: N.T.S. e9ARAW WE hM1E01ML WE Vn011FlIY I+�Aa®I awe I_lT eT- Pa°fl mha�eemLLiNo� aeNwTEaASE wEbVr TYPE CATCH BASIN : N.T. LE5. l PNM gNhhE a W ve1FH uNIE hl/MIGMF.WE.MM GNW MIIMAoIIrNeIrBFL"hw .TOP MawM OWWe IACIALLfOI ne6aaa wvaw 12'0 PVC @0.5% TO INFILTRATION GALLERY It = 336.05 PROF05ED PAVEMENT 5ECTION RLL pYPJ DRAINROCr. (TYP.) ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM NUMBER LENGTH WIDTH BOTTOM INLET HAMBE OF ROWS OnaSO7wEE,aaONOlrra w ELEV. ELEV. SG740 4 1115.00 1 22.00 333.40 335.65 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 1111 -III -1 CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. FF3" ASPHALT CONCRETE PAVEMENT 2P" CSTC (NATIVE SOILS) 6" BALLAST GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% ROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL SCALE: N.T.S. 0.25' ACP PATCH ha -{ I- 1.5' 11W) 36'0 5'0 CPEP yFI-I- h F°bb'ir'- 0.67 COMMERCIAL CONCRETE NOTE: OPENING IN UD FOR USE OF MANHOLE ACCE55 LADDER HOOK 15 REQUIRED. 5 ACCESS RISER DETAIL SCALE: N.T.S. rarer 1. x"PNP •.. rPN�+aeglen nyyNMrmr i TLeldbnWwP Pao.&mM bei mN'n•LpU bb�llo dnhi3 S. 1ub�IM the MNVh'•rnmtlbn gl"�IP Waewn_ 4. WIwlR1a NMI MaANwlakMweaf?m1'aa, bS such No. Rota e1b'„iliMm pqy hNMAaeD tlebMJwAWard Mwbtle•ftlePM Alla M�r�YNBYI�PiH M Iealp WpphN mMv N GwSnw W0 elegMtl CATCH BASIN DIMENSIONS CAM „ „L w0 EtMD 1PRpPSE DOWN PETAL CREEP PMC(N PVC w w w m' 2T OnaSO7wEE,aaONOlrra w SP BAl1AlE BASE NIEORALBOEwe n" w SIB Fi ST w QR U' w S w er e• a w r O� Ll]S T? IP r er IT ON Om w a IT eT 1T OEM Om a a IT w 1? OM ON PIP. ALLOWANCES CATGI PIPE wIBtVL WIH MAAMUY NIaOE ONLETEq DIAMETER EtMD 1PRpPSE DOWN PETAL CREEP PMC(N PVC w w w m' 2T w w SP Sa SO' 2T n" w SIB 4T ST w QR IT IT w 4T w w b(' N w SAP SO, IB• OF w M SIR Sir AT OO ClNleelrha POTY•IIMb eo-ae 91wr Pp (SIL ewe Ntl6aM tan. syR vm+em aAl. EPPo, ao6+xpS �1,TI I A 1 e°•nNel. t.P° esus ur , m>r CATCH BASIN TYPE 2 STANDAM PLAN &10.25416 AWP ARNNRUNN NN /EnrNeea8fa6 PAVEMENT FLOOR BOX FRAME AND LID W/S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP CLASS "C" CONCRETE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE saw 0e' F >t�v�:6� FRAME ANDVANED ORATE l IT i -_41 am �•.-__ ONEWa BAR HOOP EDR r NENarr NAO PAR HDOPS FOR tY HEWR RECTANGULAR ADAWrN INT SECTION 3 TYPE 1 CATCH BASIN SCALE: N.T.S. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 'd.Sd .°S.. S�.Pii�i id.idjlid.S`_'.L`_'ei`_'"i_.S_•• - a 9TONIITECH LLC CONCEPTUAL PIAN DISCLAIMER THIS STOFA TECH CHAMBER SYSTEM IAYWT WAS PRODU ED TO DEMONSTRATE A BED hAYWT MAT MLL HANDLE THE DESIGN VOLUME LASTED ABOVE. NE SDN% PT AND APPUCABUTY OF THE STORMRCN CHAMBER SYSTEM FOR THIS SPEOPC PROJECT HAS NOT BEEN DETERMINED. IT IS THE ULTNATE RESPCM9BIUTY OF THE DESIGN BROKER TO ASSURE NAT THE STRIONATER SYSTEM OMON IS IN NLL COMPUANDE MDI ALL APPUCAME IAMS AND REGULATIONS. SICRMTECH PRODUCTS MUST BE DESIGNED AND INSTALLID IN ACCORDANCE MTI STOWTEW'S MINIMUM REWIREMENTS. STORAITECM LLC DOBS NOT APPROl1: PLANS. SDN% OR SYSTEM DESIGNS. THE DESIG ING ENGINEER IS RESPONSIBLE FOR ALL DESIGN OECIACNS. INFILTRATION GALLERY INSPECTION PORT DETAIL N.T.5. ' NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUA' 1/2" SFCT-ON A A PIPE ALLOWANCES - MASOMM PKwTMaAL ]HOOK WIDTH DNwTBI NEINFORCFO OR 17. PLNN ODNCRETE 1N' 30 40' AAL METAL PPE IT IT WD RPM sPos2q SOLD Yi+ll PIC IT (Tm. SPEC. 9011,12(t)) PROFLEW LPW 16. (SEND.9PEC. e0S12O2R •CORWAMPnl_Y HOTNE STORM SMIER PPE IN WAR EALN c RECOMMFNDED BASIC DRIVEWAY APPROACH WIIDTI15 - P E pv 1� NOMINAL 6� erg CJ0 WIDTH e SIO 2 ONE-WAY tD' is 20' TWO-WAY 1N' 30 40' wW I. As 00EBf40MD alleaodves to sn maar Mown In aro PRECAST BASE 8EC1'ION, tbers (placed ecctrdk9 to the Standard d odkwJ M a wke mash MTFg a dmm ra u rohm hq i th&A PW Nal MME De Meed T BASE SECTION. Wke mash ahal n t Ie pbcW n ON, E PRECAST BASE BECROEL WFe mesh Mol not be placed k the g1oGw1ls. 2. The lmDtlmha dlamakr shall not be glmorthn 21r. Nlwrtdds shag hers a wag INrdmess cc r minknum N Zr mNIMNnD Foombe a 1.8 mYlYlum geP hawses the knmkad wag and do outside allhe pIpe. Attar an Plea is WNW. ■ She gap wh" t rnwter in arardawts we SINNPd SpecNoom 504.& 3. The mulnumn deplh fmm She Nrdshed gmdeTO the loved plie lnvart Ing bee'. A. The Fame and grets may lb k*MW wk h dM flange up aamm. The Same may be met kat she IsSMMmNRsaLtlm- 5. The PremM Bess S&I my have a mended poor, end tlta walk may be slaDNl at a rete d 124 aMeeper. S. The Opankg slog be measured at No NP den mNwM base aeOEm. 7. All pMW holes shall be grWed fur Ow the basin has been plaetl. SEE NOTE 1 ALTERNATIVE PRECAST BAS! SECTION PAVEMENT PAVEMENT GRADE SECTION COMMERCIAL CONCRETE GTON BASIN TVP! 1 STANDARD PLAN M4L2O-0 star, w+MAT Arwove . mosHOW o o H"Id1lsNrheR US-Dii RECE55ED HANDLE TYPE COVER OR OLYMPIC 6' NON- FOUNDRY UB -950 PERFORATED PVC PIPE S• 6 �4, OLYMPIC FOUNDRY 10° INLAND FOUR INLAND FOUNDRY #248 So VALVE BOX Ii T 3/4• STORM' CAS5 T IN UD COVER DETAIL STORM CLEANOUT DETAIL CN PAVED AREAS) SCALE: N.T.S. NOTES 1. VMFRE APPROACH EXCEEDS 16WIDTH A FULL DEPTH FxPANSION JOINT SHALL BE PLACED LONGI IUDINALLY, CENTERED IN THE APPROACH. 2 FORM AND SUBGRADL INSPLCIION ANE REQUIRED BEFORE POURING CONCRETE 3. REFER TO S1C110N 4B.140, YELM DEVELOPMENT GUIDELINES Tv'L I OMIIHI CONCHEIE tluTH & OUTTER 1111WA1.K Irl CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE A'PI?UADI APPEOVIT DWG_ N0. - 4-9 PEI L ,N CND_ DATE 2/2/95 CEMENT CONCRETE APPROACH SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE 5Y5TEM VERTICAL DATUM NAD 83/91, 50UTH NGVD 29 ZONE 4602 TC RTC POINT 838 EXPANSION JOINT SCORE MARK PLANTER STRIP (AS REO.) CURB & GUTTER _ SIDEWALK PLANTER STRIP 5' MIN EDGE AROUND EACH PANEL BROOM FINISH EXPANSION JOINT NOTES: \,LJ SCALE: N.T.S. L EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER PULL THICKNESS OF CONCRETE, 1 2. FORM AND SUBGRADE INSPEC➢ON REQUIRED BEFORE POURING CONCRETE. CITY OF YELM 3. SCORE MARKS SHALL BE it/8" WIDE BY ti/4" DEEP. FOR DEPT. OF PUBLIC WORKS SIDE LES OYFR B' IN WIDTH, A IONCHUDINAL SCORE MARK SHALL DE MADE ALONG CENTER of WALK. CEMENT CONCRETE 4_ EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND SIDEWALK GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB T RETURNS. EXPANSION JOINTS SHALL BE PLACED IN ------- -. SIDEWALK AT SAME LOCATORS AS lHp$E IN CURB ANp APPROVEp DWG. N0. CUTTER MENSIDEWALK 15 ADJACENT TO CURB AND GUTTER. UNLESS OTHERWISE DIRECTED BY ENGINEER. q PUBLI WORKS DATE 4- 1 ODVIRmHCTOR CKD OA ' n e_n .ten/an 10 CEMENT CONCRETE SIDEWALK SCALE: N.T.5. 0 GENERAL NOTES: NEIGHBORHOOD 1. NO "ON STREEF" PARKING PERMITTED. COLLECTOR _ 2. REFER TO RELEVANT SECTIONS OF THE APPROVED DMO NO. DEVELOPMENT GUIDELINES FOR ADDITIONAL 4-5 INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECT. Des. oN_ CKD. I DATE NEIGHBORHOOD COLLECTOR SCALE: N.T.5. r RnmLa raMOr \ CI RETURN"I / BIER LTIOEQF esIEyeN(IS PARAIL6 __ -�- IOAPPaPACII PnAITYAAr fIrP T- R( y________________ �__ MINERALS t rIle�\1y�\�<j� MEP som�RNW / I m o 1 0 PWIYEW PLMVMN PlAl1YlW LAYOUT I LAYOUT 2 LAYOUT3 WINNOWER wE NERV E R-a-DETPcraLewaRNw PAT16W ATF I>ETAU b� %( /- RaRDAl1Y "cum O `��Trrat emHalllc� Am. R -a IEA bl /f Y caearr MDEWE1r ..-� rE111ENT CONCRETE am more 6) . REIAx� b j{ Y mean aoNCRere_ i 1ppAYTLLR OYesMr OOMtlER SECTION (� Man" n SIDEWALK RAMP TYPE 1 WITH LAYOUTS \,LJ SCALE: N.T.S. RAp1Ib Pglr OF SIDE\WIR RARE E 1 08/29/07 m 2 03/14/08 _ 5 J 16' 16 T 5 3 04/08/09 _ i 4 04/22/09 E FS 5 06/03/09 E _ NO DATE BY I CKD I APER a.� 0 GENERAL NOTES: NEIGHBORHOOD 1. NO "ON STREEF" PARKING PERMITTED. COLLECTOR _ 2. REFER TO RELEVANT SECTIONS OF THE APPROVED DMO NO. DEVELOPMENT GUIDELINES FOR ADDITIONAL 4-5 INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECT. Des. oN_ CKD. I DATE NEIGHBORHOOD COLLECTOR SCALE: N.T.5. r RnmLa raMOr \ CI RETURN"I / BIER LTIOEQF esIEyeN(IS PARAIL6 __ -�- IOAPPaPACII PnAITYAAr fIrP T- R( y________________ �__ MINERALS t rIle�\1y�\�<j� MEP som�RNW / I m o 1 0 PWIYEW PLMVMN PlAl1YlW LAYOUT I LAYOUT 2 LAYOUT3 WINNOWER wE NERV E R-a-DETPcraLewaRNw PAT16W ATF I>ETAU b� %( /- RaRDAl1Y "cum O `��Trrat emHalllc� Am. R -a IEA bl /f Y caearr MDEWE1r ..-� rE111ENT CONCRETE am more 6) . REIAx� b j{ Y mean aoNCRere_ i 1ppAYTLLR OYesMr OOMtlER SECTION (� Man" n SIDEWALK RAMP TYPE 1 WITH LAYOUTS /%/ �� T E (sH DETAYJ L FAI£OF INNIN /� lJ CUT PACE OF QIRA 2-a PIAII SIDEWALK RAMP TYPE 1 PDR IAY0=l, a a b REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PERTHURSTON COUNTY COMMENTS REVISIONS PER CITY OF YELM COMMENTS REV1510N5 PER CITY OF YELM COMMENTS REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON R d••� � 20' 3•-9 3._5.. 1 PLANTER VARIES OW R VA SIDEWALK AT 2Y IRI �� II TI li 1 I I II I sR {Ii 1111 11ff-GI III YT ilii I I l lu T '�� i I rP - II J T T �I SIL LIIJ E �IT-'f _il �l 1k�il IIIA IIF if z; j�IIF 11YIr1 II' I I I I., � 3 1" Dla. areEAKawar PEATURE- DRILLED PARALLEL i0 SIGN FACE 1T�Y E' IE LL,IrT IT-+ IF POST SIZE EXCEEDS 4" % d - SEE ws.D.O.T. STD. PLAN DETAIL SLI I -� )TUI )DTI IL Tti G -4B FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERALNOTES: 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTED, AT AN ANGLE Or 45' i0 CURD). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE RE0.ECTORIZED 50 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 COMPONFNM SHALL. BE WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK, A. CDNSTRUCT BARRICADE PER MUICD TYPE 2, SECTION 6F.60 TYPE I, 1 OR III BARRICADES, 12 BARRICADE TYPE II SCALE: N.T.S. MOTES 1. The Uabm of M rale wwlaw B NI aa(rot in cones of 211 airy dkedbr), V N N. 2. LatiI 1, 2, & a nequi , &m (2) of INR Nd IID,: 'CemeE Coro, a (WalkW C�rTr�bAd WrJ"w lklii Dow not bcilde M 9441 Cu 8. Itwe YD6M OMI nN be stmow11w 12HAV. 4. To M melkmNl eldem bwEla, temp cF w ebpw Md rot exDea 6. aaYwKUMMam Does or ovierobesNc90 erw. SE Cum AG1mabal m, wado CcreradPlra kr to wb III aPadW. Sw Olmdewd Pba P-10.11 forcer Robb. T. Sm Stadad Ptw FSD106R ddarak joint pinowwd and fW`. A RAMP M 1 x. H All \ ■ ML MAX A10N' ]ala` B WI1-w I�� Ow vwrrFAN Ara=wN+ut ISLYATION wrnlwrN DOL.aT DETECTABLE YMMO i PATTERN DUAL ISOMETRIC YEW SIDEWALK RAMP TYPE I MRN LAYOUTS STANDWlo PLAN P-40.10-01 Se UDF 1BIffT APPRMfw POR FlIA10MCN Plane Be hAkh 0 1460.07 �1N01rti"" I.rN RwM..+i,.eFNe.N. \,LJ SCALE: N.T.S. RAp1Ib Pglr OF SIDE\WIR RARE E 1 08/29/07 m 2 03/14/08 _ 3 04/08/09 4 04/22/09 E 5 06/03/09 E _ NO DATE BY I CKD I APER /%/ �� T E (sH DETAYJ L FAI£OF INNIN /� lJ CUT PACE OF QIRA 2-a PIAII SIDEWALK RAMP TYPE 1 PDR IAY0=l, a a b REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PERTHURSTON COUNTY COMMENTS REVISIONS PER CITY OF YELM COMMENTS REV1510N5 PER CITY OF YELM COMMENTS REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON R d••� � 20' 3•-9 3._5.. 1 PLANTER VARIES OW R VA SIDEWALK AT 2Y IRI �� II TI li 1 I I II I sR {Ii 1111 11ff-GI III YT ilii I I l lu T '�� i I rP - II J T T �I SIL LIIJ E �IT-'f _il �l 1k�il IIIA IIF if z; j�IIF 11YIr1 II' I I I I., � 3 1" Dla. areEAKawar PEATURE- DRILLED PARALLEL i0 SIGN FACE 1T�Y E' IE LL,IrT IT-+ IF POST SIZE EXCEEDS 4" % d - SEE ws.D.O.T. STD. PLAN DETAIL SLI I -� )TUI )DTI IL Tti G -4B FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERALNOTES: 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTED, AT AN ANGLE Or 45' i0 CURD). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE RE0.ECTORIZED 50 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 COMPONFNM SHALL. BE WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK, A. CDNSTRUCT BARRICADE PER MUICD TYPE 2, SECTION 6F.60 TYPE I, 1 OR III BARRICADES, 12 BARRICADE TYPE II SCALE: N.T.S. MOTES 1. The Uabm of M rale wwlaw B NI aa(rot in cones of 211 airy dkedbr), V N N. 2. LatiI 1, 2, & a nequi , &m (2) of INR Nd IID,: 'CemeE Coro, a (WalkW C�rTr�bAd WrJ"w lklii Dow not bcilde M 9441 Cu 8. Itwe YD6M OMI nN be stmow11w 12HAV. 4. To M melkmNl eldem bwEla, temp cF w ebpw Md rot exDea 6. aaYwKUMMam Does or ovierobesNc90 erw. SE Cum AG1mabal m, wado CcreradPlra kr to wb III aPadW. Sw Olmdewd Pba P-10.11 forcer Robb. T. Sm Stadad Ptw FSD106R ddarak joint pinowwd and fW`. A RAMP M 1 x. H All \ ■ ML MAX A10N' ]ala` B WI1-w I�� Ow vwrrFAN Ara=wN+ut ISLYATION wrnlwrN DOL.aT DETECTABLE YMMO i PATTERN DUAL ISOMETRIC YEW SIDEWALK RAMP TYPE I MRN LAYOUTS STANDWlo PLAN P-40.10-01 Se UDF 1BIffT APPRMfw POR FlIA10MCN Plane Be hAkh 0 1460.07 �1N01rti"" I.rN RwM..+i,.eFNe.N. ASPHALT CONCRETE PAVEMENT �FIN15H GRADE 2' C5TC /,TF� �9' BALLAST 1 I' COMPACTED NATIVE 5UBGRAD12 OR APPROVED FILL 344.50 ' COMPACTION TESTING REQUIRED FOR 503GRADE. ALL THICKNESSES ARE COMPACTED DEPTHS. TYPICAL CLARK 13ROAD PAVING SECTION SCALE: N.T.S. 5- 31 ASPHALT CONCRETE PAVEMENT 2" C5TC (NATIVE SOILS) I INTEnEL r,RADF G" BALLA5T :v/A��,A/AAjvA/�'wwAi�y 339.50 NATIVE 5UBGRADE DRV./��!/!/i�/�/%�!% IT APPROVED FILL COMPACTED v j,% MINIMUM DEN1TY OF �X/ TOA 95% O ASTMS 698 �\ A" ,/, d / / /4 �/ /A�//✓/A/ ONSITE TYPICAL ASPHALT PAVING SECTION IY SCALE: N.T.S. 1/2'R. 6� 4' 2 I/2" 9" 3 I (2) A BARS MIN I W 16' DIA HOLES 3:1 5AND 4 CEMENT 10"MAX GROUT 1"DEPTH CONCRETE CURB NON -SHRINK GROUT (2) N6 BARS 2" CLEARANCE Mi.) r WHEEL STOP DETAIL 10 SCALE: N.T.S. 9015 CONCTE aI19MY( RMADE,TrPE ]e C otrEc>R TENN.) owp Isff nETAa1 j i d W � ICD•err DONcr+tTE� ;, '- // EaTRYN cud COPT � m BUFFER STRIP nrPJ C ' �I, �. SEE OnNTP.1Ci PoR '� §' BIn PET1aN w8u5 --i OU ARID BETTER IS `" QPLAN YEN aLtAwu�NAwc me xs J M SIDEWALK RAMP TYPE 38 LAYOUT B.a'MIND @ PMN. BUFFERST LEVEL f TOPOF 291 TMX. B,j T,�/� ROApNY ceElNrCaALb1>CtlKAETE CONI:REIE CURE RAMA DETAIL P- o• - DETECTIBLE WNiNNl3 5• -PEN B -e -w! PAtIHN IaEE ONETAIIT y961>pnrpETE NwP IROFOOF �ENYMKr UNpaO o' PwmT WRB \-CwaGUrtat (SEE STD. FLAN BlIk L AND a GrUT SECIIDH O �E{MIX ISnE NOIEA S-PraYP oww r 9ba I@'(ttP.' CEMENT REOF51'NPN CUw b (SELF ml N)N PHIL GO SECTION O SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. �. DKAWN BY: DESIGNED BY NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-15-09 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 JOB NO: 406041 .20 STORM CLEANOUT IE=341 .3G NEW SEE ARCHITECTURAL ADDITION PLANS FOR DETAIL WASHED ROCK FF=344.93 TENCATE MIRAFI TYPE 140N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL NOTE: INSTALL FILTER FABRIC UPON COMPLETION OF TRENCH. FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 12" MIN. FABR)C UNTIL LANDSCAPING IS COMPLETELY ESTABLISHED. G" PVC @ 1.0% MIN. 512E ARCHITECTURAL PLANS FOR ROOF DRAIN CONNECTION DETAIL 1� FRENCH DRAIN SECTION SCALE: TN 5. 6 I/2" Z 6 I/2'i� FACE OF CURB 5 1/2" I' S I/2' I• FACE OF CURB 112" R. I " R. MATCH ROADWAY D TOP OF SLOPE p ROADWAY o 1/2' P- TOP OF ROADWAY �D _. \ D D o D G. CEMENT CONCRETE TRAFFIC 17 CURB & CURB AND GUTTER SCALE: N.T.S. NOTES 1. The boom of ma ram, end here a urd woo too in exww N 2% in any daedI 4' - V. 2 The Type 33 Ramp I-0'ofR aqL- Mo (2) of ai bid bm "Cement Cmc Sbeeek Remy Type 3R" The Md Nem cow not Include sa 84amm Cub (a Cub & ANE), to Slaaalk beMwn Foo , or the Wmen1 Coen Pedimmin Curt 3. RarD dope,,hal not be darner eun 12111 4. Arvid pha g drsLwe drLRAIm,, ju ckwo boom or 0I ONII eon n ford d ramp alaW eLees. t Cwt a Spedfd SINb SNI NIN daRl anF 1CO3.tn2pafoar Umb OTeeWr 6ILe deb dael6n 6. Sm SM. Plan F-lAlO for w4week load Plsoerrwnl ad deNm. A RDW E J Al a ax rAA A 1eP -7 6 fid 11? PIAN , IIIc W A 4 TNsmmmME s3 FF''B��EY/,IIOX NEwUUOWNCMOa DETECTABLE WARNING PATTERN DETAIL ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS SIDEWALIK RAMP ME 313 MEEK LAYOUT STANDARD PLAN P40.18.00 fdl@F 1 OF f ,LEFT APEROLEp FOR PL411MgmrIN Xan L Sri M 02-07ERW a"nFeea NiRe„. Y ogMM ain,ypr,a CONCR li.�Mlv 0Imin PAVERS 1 Y T <�\T: 04 o v r TYPICAL PAVING 7 SECTION (SEE DETAIL. TH15 SHEET. 20 FLUSH CURB SCALE: N.T.S. 1/2"R. INK r -o yI�I PERVIOUS PARNNG LOT SURFACE 1 / I - l0 ° S VERTICAL FACED 21 CEMENT CONCRETE CURB SCALE: N.T.S. EC04oC CONCRETE PAVT4t5 AS I' MIN.. 1.5' MAX. MANUFACTURED BY MUTUAL MATEIOAL9 FIN FIMVERTICAL FACE CURB 4F9�H GRADE TYPICAL PAVINGL-L6J. 5ECFION (SEE - °.. DETAIL T NATIVE 511BGRADE srD.) v�v�vtel _.� v w/sd a/rze% �� vL: ts� D[TA4:Y%A/A/ ASTM 40.6 BEDDING TM199NT)/��\� j 4 A97M 40.1-I/2'WA911ED 12- A5TM NO 2 9UB-BA9E \ v GROC�KiCOMPACTED TO 95% MDD. 22 CONCRETE PAVERS SECTION A -A SCALE: N.T.S. YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. MERIDIAN: I'L�jJ WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 BY: DATE: GRADING AND STORM DRAINAGE DETAILS Oq expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C3.2 RAp1Ib Pglr OF SIDE\WIR RARE AND CURB RETURN m _ E L m, X a.� ASPHALT CONCRETE PAVEMENT �FIN15H GRADE 2' C5TC /,TF� �9' BALLAST 1 I' COMPACTED NATIVE 5UBGRAD12 OR APPROVED FILL 344.50 ' COMPACTION TESTING REQUIRED FOR 503GRADE. ALL THICKNESSES ARE COMPACTED DEPTHS. TYPICAL CLARK 13ROAD PAVING SECTION SCALE: N.T.S. 5- 31 ASPHALT CONCRETE PAVEMENT 2" C5TC (NATIVE SOILS) I INTEnEL r,RADF G" BALLA5T :v/A��,A/AAjvA/�'wwAi�y 339.50 NATIVE 5UBGRADE DRV./��!/!/i�/�/%�!% IT APPROVED FILL COMPACTED v j,% MINIMUM DEN1TY OF �X/ TOA 95% O ASTMS 698 �\ A" ,/, d / / /4 �/ /A�//✓/A/ ONSITE TYPICAL ASPHALT PAVING SECTION IY SCALE: N.T.S. 1/2'R. 6� 4' 2 I/2" 9" 3 I (2) A BARS MIN I W 16' DIA HOLES 3:1 5AND 4 CEMENT 10"MAX GROUT 1"DEPTH CONCRETE CURB NON -SHRINK GROUT (2) N6 BARS 2" CLEARANCE Mi.) r WHEEL STOP DETAIL 10 SCALE: N.T.S. 9015 CONCTE aI19MY( RMADE,TrPE ]e C otrEc>R TENN.) owp Isff nETAa1 j i d W � ICD•err DONcr+tTE� ;, '- // EaTRYN cud COPT � m BUFFER STRIP nrPJ C ' �I, �. SEE OnNTP.1Ci PoR '� §' BIn PET1aN w8u5 --i OU ARID BETTER IS `" QPLAN YEN aLtAwu�NAwc me xs J M SIDEWALK RAMP TYPE 38 LAYOUT B.a'MIND @ PMN. BUFFERST LEVEL f TOPOF 291 TMX. B,j T,�/� ROApNY ceElNrCaALb1>CtlKAETE CONI:REIE CURE RAMA DETAIL P- o• - DETECTIBLE WNiNNl3 5• -PEN B -e -w! PAtIHN IaEE ONETAIIT y961>pnrpETE NwP IROFOOF �ENYMKr UNpaO o' PwmT WRB \-CwaGUrtat (SEE STD. FLAN BlIk L AND a GrUT SECIIDH O �E{MIX ISnE NOIEA S-PraYP oww r 9ba I@'(ttP.' CEMENT REOF51'NPN CUw b (SELF ml N)N PHIL GO SECTION O SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. �. DKAWN BY: DESIGNED BY NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-15-09 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 JOB NO: 406041 .20 STORM CLEANOUT IE=341 .3G NEW SEE ARCHITECTURAL ADDITION PLANS FOR DETAIL WASHED ROCK FF=344.93 TENCATE MIRAFI TYPE 140N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL NOTE: INSTALL FILTER FABRIC UPON COMPLETION OF TRENCH. FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 12" MIN. FABR)C UNTIL LANDSCAPING IS COMPLETELY ESTABLISHED. G" PVC @ 1.0% MIN. 512E ARCHITECTURAL PLANS FOR ROOF DRAIN CONNECTION DETAIL 1� FRENCH DRAIN SECTION SCALE: TN 5. 6 I/2" Z 6 I/2'i� FACE OF CURB 5 1/2" I' S I/2' I• FACE OF CURB 112" R. I " R. MATCH ROADWAY D TOP OF SLOPE p ROADWAY o 1/2' P- TOP OF ROADWAY �D _. \ D D o D G. CEMENT CONCRETE TRAFFIC 17 CURB & CURB AND GUTTER SCALE: N.T.S. NOTES 1. The boom of ma ram, end here a urd woo too in exww N 2% in any daedI 4' - V. 2 The Type 33 Ramp I-0'ofR aqL- Mo (2) of ai bid bm "Cement Cmc Sbeeek Remy Type 3R" The Md Nem cow not Include sa 84amm Cub (a Cub & ANE), to Slaaalk beMwn Foo , or the Wmen1 Coen Pedimmin Curt 3. RarD dope,,hal not be darner eun 12111 4. Arvid pha g drsLwe drLRAIm,, ju ckwo boom or 0I ONII eon n ford d ramp alaW eLees. t Cwt a Spedfd SINb SNI NIN daRl anF 1CO3.tn2pafoar Umb OTeeWr 6ILe deb dael6n 6. Sm SM. Plan F-lAlO for w4week load Plsoerrwnl ad deNm. A RDW E J Al a ax rAA A 1eP -7 6 fid 11? PIAN , IIIc W A 4 TNsmmmME s3 FF''B��EY/,IIOX NEwUUOWNCMOa DETECTABLE WARNING PATTERN DETAIL ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS SIDEWALIK RAMP ME 313 MEEK LAYOUT STANDARD PLAN P40.18.00 fdl@F 1 OF f ,LEFT APEROLEp FOR PL411MgmrIN Xan L Sri M 02-07ERW a"nFeea NiRe„. Y ogMM ain,ypr,a CONCR li.�Mlv 0Imin PAVERS 1 Y T <�\T: 04 o v r TYPICAL PAVING 7 SECTION (SEE DETAIL. TH15 SHEET. 20 FLUSH CURB SCALE: N.T.S. 1/2"R. INK r -o yI�I PERVIOUS PARNNG LOT SURFACE 1 / I - l0 ° S VERTICAL FACED 21 CEMENT CONCRETE CURB SCALE: N.T.S. EC04oC CONCRETE PAVT4t5 AS I' MIN.. 1.5' MAX. MANUFACTURED BY MUTUAL MATEIOAL9 FIN FIMVERTICAL FACE CURB 4F9�H GRADE TYPICAL PAVINGL-L6J. 5ECFION (SEE - °.. DETAIL T NATIVE 511BGRADE srD.) v�v�vtel _.� v w/sd a/rze% �� vL: ts� D[TA4:Y%A/A/ ASTM 40.6 BEDDING TM199NT)/��\� j 4 A97M 40.1-I/2'WA911ED 12- A5TM NO 2 9UB-BA9E \ v GROC�KiCOMPACTED TO 95% MDD. 22 CONCRETE PAVERS SECTION A -A SCALE: N.T.S. YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. MERIDIAN: I'L�jJ WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 BY: DATE: GRADING AND STORM DRAINAGE DETAILS Oq expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C3.2 GENERAL NOTE5 (SANITARY SEWER MAIN IN5TALLATION) I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WTTH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION M5DOT/APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION 15 TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECON5TRUCTfON 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 SHALLBE 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 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. ALL PLASTIC PIPE AND 5ERVICE5 SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 121 TO IB' UNDER THE PROP05ED FIN15HED 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 511ALL 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 TAPE 'D' OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 8. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE IN5TALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED TOWEW. TAPE SHALL BE FURNISHED 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 MUX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. I I . EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROP05ED STORM DRAINAGE PACIUTIE5 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 CON5TRUCTION SITE AT ALL TIMES. 14. ANY CHANGES TO THE DE51GN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 15. ALL STEP MAINS SHALL BE HYDR05TATICALLYTE5TED IN CONFORMANCE WITH THE ABOVE -REFERENCED 5FUCIPICATION FOR TESTING WATER MAINS. (5EE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 16. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE'ON-OFP' 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 ON51TF STEP IN5TALLATION5 ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, D(FILTRATION TEST C) 5.5. MM55URE TEST D) SERVICE LINE PRE55URE TEST Q FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRE55URE TREATED. 21. AT THE END. OF ALL STEP LINE STUB -OUTS, SHALL HAVE A 4' X 4' P05T AND A REBAR SHOWING THE END OF THE UNE. NEW STORAGE BUILDING, 168 1/2' WATER UNE NOT ♦ )E VIA COR , ING TO ON ---5 -'-p5 W LF-XI/2 A 'PVC-� 1 errmrm+ 15 LF- 1 1/2' 'IN EXIST. ;2;t,7 ON r SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEWER EASEMENT LF 6' APPPDXP+,T IOCA ICN 01 'EXISTING -� SEPTIC DRAIN LI D IC BE REMOVED �/ EXISTING CHURCH BUILDING %V/ 15,397 S.F. 73 L STEP PUMP CONTROL PANEL MOUNTED ON HOT DIPPED GALVANIZED UNI -STRUT. 350-G'PVC ®1.2% TO BUILDING ICE.=341.43 14 6 F - 11!d' PVE NEW AF rOXIbATE `0(AC )N EXISIEI LPTIC TO BE REMOVEI ,.. SEE SHEETS C4.1 THRU C4.3 i ou cavo - rs; 11 1 /� 1 %. - --� 7 \F >rlrjA 9+45 65 5 I.7' RT -- 5TA 9+465 t 84.50' RT ' � 1 _ I i� O. I • � � I I �I _ gg r co-jsi I I� i Jj N I P¢° IN I I f EXISTING FIRE HYDRA TO E TING -AT NEW HYDRANT LOCATION. RE OR it ABA7dDON REMAININ¢-LINE EW'f 339 I { I 1 a 5 STA 1-1 +49.50, 184.�'2T U _I 7 U 5TA 11 +51.50, 186.50 RT aoi>= zLwe)i�13Y�a � ��w•� scH4vsWP j \, I �c�� �i{ ) '. •b1...r"xL v r SEE STEP TANK DETAIL (20) ON DRAWING C4.5 NEW R.O.W. UNE X. RIM = 344.01 I.E. = 339.04 LE. = 339.93 SEE MECHANICAL PLANS FOR CONTINUATION I` SLEEVE 5ENER AT WATER CRO55ING COMPOSITE UTILITY PLAN NOTES: OINSTALL 1-1/2'X 1-1/2'X 1-1/2"TEE OINSTALL 45° BEND OINSTALL 90" BEND ORELOCATE EXISTING FIRE HYDRANT OINSTALL G" X G" X G' TEE OINSTALL G" SEWER CLEANOUT PER DETAIL (7-7) ON DRAWING C4.3 OINSTALL 45" STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 OINSTALL 2" SERVICE CONNECTION PER DETAIL (7-I) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7-21) ON DRAWING C4.4 I 0 INSTALL 4" X 2' REDUCING TEE SL X SL X 5L OR PIPE SADDLE I I INSTALL 4" SEWER END OF LINE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 LEGEND SS GRAVITY SEWER LINE FOR CONTINUATION nv --- --- EXISTING WATER UNE PROPOSED WATER UNE v 7 I 45" BEND (WATER) 90" BEND (WATER) „ TEE WITH THRUST BLOCKING (WATER) .- 45" BEND WITH THRUST BLOCKING (SEWER) I 427 LF - 45DK 21 CL200 (G5P) I I j I'i N I Fri 28 LF - 2' PVC 5CH 410 5WP 1 ,Ix• 10 LF- 2' )PVC (� I 5DR 21 C1_2 00 (65P) 9+45.65, 180.501 9+27.00. 32.44 RT I, AB l E _Tr ti , i-1 10 c �t 7 ) v t1�)h y iT i J 1----- - 'F i 130 LF -21 PVC 3DR2 sar .K s¢►----^+. �f .Ll 1 i ou cavo - rs; 11 1 /� 1 %. - --� 7 \F >rlrjA 9+45 65 5 I.7' RT -- 5TA 9+465 t 84.50' RT ' � 1 _ I i� O. I • � � I I �I _ gg r co-jsi I I� i Jj N I P¢° IN I I f EXISTING FIRE HYDRA TO E TING -AT NEW HYDRANT LOCATION. RE OR it ABA7dDON REMAININ¢-LINE EW'f 339 I { I 1 a 5 STA 1-1 +49.50, 184.�'2T U _I 7 U 5TA 11 +51.50, 186.50 RT aoi>= zLwe)i�13Y�a � ��w•� scH4vsWP j \, I �c�� �i{ ) '. •b1...r"xL v r SEE STEP TANK DETAIL (20) ON DRAWING C4.5 NEW R.O.W. UNE X. RIM = 344.01 I.E. = 339.04 LE. = 339.93 SEE MECHANICAL PLANS FOR CONTINUATION I` SLEEVE 5ENER AT WATER CRO55ING COMPOSITE UTILITY PLAN NOTES: OINSTALL 1-1/2'X 1-1/2'X 1-1/2"TEE OINSTALL 45° BEND OINSTALL 90" BEND ORELOCATE EXISTING FIRE HYDRANT OINSTALL G" X G" X G' TEE OINSTALL G" SEWER CLEANOUT PER DETAIL (7-7) ON DRAWING C4.3 OINSTALL 45" STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 OINSTALL 2" SERVICE CONNECTION PER DETAIL (7-I) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7-21) ON DRAWING C4.4 I 0 INSTALL 4" X 2' REDUCING TEE SL X SL X 5L OR PIPE SADDLE I I INSTALL 4" SEWER END OF LINE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 LEGEND SS GRAVITY SEWER LINE STEP SEWER LINE nv --- --- EXISTING WATER UNE PROPOSED WATER UNE v -- A55UMED WATER LINE 45" BEND (WATER) 90" BEND (WATER) „ TEE WITH THRUST BLOCKING (WATER) .- 45" BEND WITH THRUST BLOCKING (SEWER) 27 LF - 2' PVC 1 SDR 21 CL200 (GSP) eo SEWER CLEANOUT 6 STEP PUMP CONTROL PANEL . N SEWER GATE VALVE Q NOTE: TEST OF ALL BACKFLOW A55EMBUE5 ARE NEEDED AND A COPY OF THE REPORT SENT TO WATER DEPARTMENT Q PUBLIC WORKS O 901 RHOTON ROAD YELM, WA. 98597 �Y ' LIQ U NEW IRRIGATION METER PER CITY OF YELM DETAIL 6-3 ON DRAWING C4.5. REDUCED PRESSURE BACKFLOW ASSEMBLY FOR PER DETAIL 6-17 ON DRAWING C4.5. EXISTING 8" WATER LINE EXISTING G" WATER UNE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CON51 KUCT ION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL E PIKE5: 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE I'I PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 5TA 0+38.30, 24.60' LT - CONNECT TO EXI5TING 8° 5TEP MAIN. IN5TALL 8' X 4' 5TAINLE55 5TEEL TAPPING SLEEVE WITH THRU5T BLOCKING. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EX 15TING CITY OF YELM 5TEP UNE PRIOR TO ANY 00145TRUCTION. NOTIFY ENGINEER IF ANY D15CREPANCIE5 TO HORZ./VEKT. LOCATION BEFORE PERFORMING THIS WORK. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 21± 2% THEN TRENCH FOR 5EWER INSTALLATION. RE5TORE TRENCH PER THUR5TON 5TA 0+42.12, 21 .66' LT COUNTY DETAIL 6-H ON 5HEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX IN5TALL 4. STEP UNE GATE VALVE A5PHALT. (MJ X MJ) PER DETAIL (7-21) ON DRAWING C4.4 CITY OF YELM UMFI5 UNE 5TA 2+45.49 // ♦ `\off EXISTING PAINTED i y I \ STA 5+00500 LIN LT Z .� ROAD CENTERIJNE CIN OF YELM THUR5TONCOUNTY INSTALL 4° STEP UNE GATE VALVE O_ � I � o T STA 7+00.00, 6.5' LT 1 /j ♦ v, �, _ I W. UNE (MJ X MJ) PER DETAIL (7-2 1) ON STEP UNE F SAW CUT AND REMOVE ASPHALT. R• i ♦ O � . � � INSTALL SEWER AND REPAIR PER I y DRAWING C4.4 /\ DETAIL 7-3 ON DRAWING C4.3 — _ — _ - _ _ -. _ _ - f _ _ _ - - �. fid- .K <>E -.t• rt- -inn=x- F- is -✓.- r.�®x�..• - :....... s _ x `r .�f 3E t t r - ✓ x ,r ,. . -_ i pKRO.�,�p - STEP S1EP.. STEN 'STEP STEP _ STEP STEP� U _ N 1 5 54�7�� 7 N 0'TE - I.319.66� a+oo�_Y_� Q O \ 5+W 6+ f ' -An W N a _ __________ ______ _______________4=U 7. 5.0 LTIRT EE..) P.NUNE R.O.W. LINE I Q C9 ♦ O C)' I END STEP 54 T TYPICAL Q I ♦ STA 0+69.32, 0.0' LT/R'f I OFFSET OF PAINTED ROAD WTTH THRUST BLOCKING CENTER W INSTALL (I) 45° BEND W I LINE TRANSITION (D ♦ �> BEGIN 5TEP UNE TRAN5ITION 1 ROAD 5TATIONING FROM THUR5TON COUNTY CONTROL POINT #6644 CASE SURVEYED 5ECTION UNE MON. 2 1/2" T.C. BRA55 CAP IN CONCRETE. 5HOWN 1/4 5ECTION CORNER FROM 5URVEY WITH COORDINATE5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 CLARK ROAD HORZ.: 1" = 30' VERT.: I " = 3' Ill Y' .04 5+50 6+00 6+50 7+00 KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAYS PRIOR TO WORK AT INTER5ECTION LEGEND SS GRAVITY SEWER UNE STEP 5TEP 5EWFR UNE -- ,�-------------- EXI5TING WATER UNE w PROPOSED WATER UNE ° 459 BEND (WATER) 90° BEND (WATER) „ TEE WITH THRU5T BLOCKING (WATER) O O 00 C) u - K �. j� N O z ' a D(15TING EIEVATION5 - 345 g m, --�-- CROWN OF THE ROAD I.... _ Z 345 - - - +� =DO uJ ul mOU _----__ - _ 340 .5TA 0+38.30. MATCH INT06CI5TING 24.60' LT --- --.. > ----_- I340 __---U CONTRACT TO VERIFY -- - PIPE DEPTH 4 LOCATION z z 40 LFf 400 5 UNE i I 427± 4 STEP UNE 431 LF± 50 STEP UNE SDR 21 C L.200 G5P 3351 SDR 21 CL200 G5P,.., 335 8 Zi I I iiii m M m ml m m, m 330 330 ej 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 CLARK ROAD HORZ.: 1" = 30' VERT.: I " = 3' Ill Y' .04 5+50 6+00 6+50 7+00 KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAYS PRIOR TO WORK AT INTER5ECTION LEGEND SS GRAVITY SEWER UNE STEP 5TEP 5EWFR UNE -- ,�-------------- EXI5TING WATER UNE w PROPOSED WATER UNE ° 459 BEND (WATER) 90° BEND (WATER) „ TEE WITH THRU5T BLOCKING (WATER) 45" BEND WITH THRUST BLOCKING (5EWER) SEWER CLEANOUT + 5TEP PUMP CONTROL PANEL N SEWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800424-5555 APPROVED FOR CONSTRUCTION 6Y: DAI L DEVELOPMENT REVIEW ENGINEER APPROVAL UNKE5: 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83191, 5OUTH NGVD 29 ZONE 4602 TC RTC POINT 838 I �r STA 7+00.00, G.5' LT 5TEP UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 9+27.00, 7.23' LT IN5TALL 4'X 2' REDUCING TEE 5L X 5L X 5L WITH THRU5T BLOCKING BEHIND TEE STA 9+29.96, 7.24' LT GRIND 21± 2% THEN TRENCH FOR SEWER INSTALLATION. RE5TORE TRENCH PER THUR5TON INSTALL 4" STEP UNE GATE VALVE COUNTY DETAIL G -H ON SHEET C4.5. OVERLAY PULL LANE WITH 2" COMMERCIAL HOTMIX (MI X MJ) PER DETAIL (7-21) ON A5PHALT. DRAWING C4.4 5TA 9+32.00, 7.21' LT oZ T—- — — ---- - + O(342.$7 6 N 1 1 QH- 0C STEP STEP J — T SIEPr- W _-M 13 - _ --_ Uf - - — - — - - — - - — - - — - - — -- — - - Q� 20 W I EX15TING PAINTED ROAD CENTERUNE L1 ROAD 5TATIONING FROM SURVEYED SECTION UNE INSTALL END OF UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 IX15TING E.O.P. UNE -- -- - -- - —- - — -- -- 342. ,d H Qi TEP 2� Z 'mom 2Bi °Zqa 7kry. '!kM1 3k 2. y —34 .— 4. 1 9+ 343.31. OC 10+00 2 11+00 H — 11� iE7J r53 LF 12"O PVC 5=0.005 FT/FT 342. 3 — ——�IX15TING R.O.W. UNE — CLARK ROAD `IX75TING R.O.W. —UNE— r-53 NE 18 STEP SEWER UNE STEP - -- "• - - - -- EXI5TING WATER UNE w PROPOSED WATER UNE 45- BEND (WATER) 917 BEND (WATER) „ TEE WITH THRU5T BLOCKING (WATER) I82Z - Z U 1 _ Q — QNK`�N ZZZZw 00wZZ 0Zl M� 4' +NKW �r STA 7+00.00, G.5' LT 5TEP UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 9+27.00, 7.23' LT IN5TALL 4'X 2' REDUCING TEE 5L X 5L X 5L WITH THRU5T BLOCKING BEHIND TEE STA 9+29.96, 7.24' LT GRIND 21± 2% THEN TRENCH FOR SEWER INSTALLATION. RE5TORE TRENCH PER THUR5TON INSTALL 4" STEP UNE GATE VALVE COUNTY DETAIL G -H ON SHEET C4.5. OVERLAY PULL LANE WITH 2" COMMERCIAL HOTMIX (MI X MJ) PER DETAIL (7-21) ON A5PHALT. DRAWING C4.4 5TA 9+32.00, 7.21' LT oZ T—- — — ---- - + O(342.$7 6 N 1 1 QH- 0C STEP STEP J — T SIEPr- W _-M 13 - _ --_ Uf - - — - — - - — - - — - - — - - — -- — - - Q� 20 W I EX15TING PAINTED ROAD CENTERUNE L1 ROAD 5TATIONING FROM SURVEYED SECTION UNE INSTALL END OF UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 IX15TING E.O.P. UNE -- -- - -- - —- - — -- -- 342. ,d H Qi TEP 2� Z 'mom 2Bi °Zqa 7kry. '!kM1 3k 2. y —34 .— 4. 1 9+ 343.31. OC 10+00 2 11+00 H — 11� iE7J r53 LF 12"O PVC 5=0.005 FT/FT 342. 3 — ——�IX15TING R.O.W. UNE — CLARK ROAD `IX75TING R.O.W. —UNE— r-53 NE 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 31 o, 12+00 12+50 13+00 T —..—--....-- � 1 I i i KEY MAP I " =300' OINSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON 5HEET C3.2 OINSTALL TYPE 11 BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (8) ON 5HEET C3.2 4 5AWCUT AT R.O.W. CA AND CON5TKUCT HALF -ROAD IMPROVEMENTS PER SECTION DETAIL (9) ON 5HEET C3.2 +5EE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS 18 STEP SEWER UNE STEP - -- "• - - - -- EXI5TING WATER UNE w PROPOSED WATER UNE 45- BEND (WATER) 917 BEND (WATER) „ TEE WITH THRU5T BLOCKING (WATER) I82Z QNK`�N ZZZZw 00wZZ M� 4' +NKW I Q� O o ± m WII It co U� t-6 QN N wII II 0 _u~i uiw� 345 N N _ �i 345 _ d U IQ� I I� ------ -------- -------- — ----- ------- — -------- -------------- ------ ---------- -0.25% 0.47% 050I TYPE I 5TA 9+09.88 o RIM= 342.27 IXISTING E ATIONS Q 340 I U IE=338.57 CROWN O PROPOSED THE ROAD ELEVATIONS O _-5 LF 12"0 PVC 0.005 FT/FT _ 340 _ I �b O Q PLOWUN CB# I TYPE i C511 1 TYPE I STA 10+87.13 ST RI 11+39.83 =342.01 427f 4"0 STEP NE SDR 21 CL200 5P RIM= 42.16 IE= 39.04 IE=3 .77 335 �I I1 335 I N N N N N N N N N m N' �' pj l. 330 330 c`iiiii cine 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 31 o, 12+00 12+50 13+00 T —..—--....-- � 1 I i i KEY MAP I " =300' OINSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON 5HEET C3.2 OINSTALL TYPE 11 BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (8) ON 5HEET C3.2 4 5AWCUT AT R.O.W. CA AND CON5TKUCT HALF -ROAD IMPROVEMENTS PER SECTION DETAIL (9) ON 5HEET C3.2 +5EE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS GRAVITY 5EWER UNE STEP SEWER UNE STEP - -- "• - - - -- EXI5TING WATER UNE w PROPOSED WATER UNE 45- BEND (WATER) 917 BEND (WATER) „ TEE WITH THRU5T BLOCKING (WATER) 45- BEND WITH THRUST BLOCKING (5EWER) ¢o SEWER CLEANOUT a 5TEP PUMP CONTROL PANEL N SEWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL E FIRES: 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91. SOUTH NGVD 29 ZONE 4GO2 TC RTC POINT 838 =1 SPUCE TO EXISTING 14 CALI TONING TO STEP TANK CDWFC' TO EXISTING PVC SERVICE JVE I" KO BA..L VALVE, SL A 1" CHECK INSTALLA-ON NOTES: ALL SERVICE LINE CM904 BOXES SHALL ITS LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX N PLANTER STRIP ON DCTI1 1' SIDES OF ROADWAY. GANG CARSON BOXES SMALL BL LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLED 'N CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE BOX - CARSON NOUSATES MODEL M0. 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ *SEWER' (USE IN NON-TRAPHC AREAS) 14 GA. OF HEAVY INSLLATED COPPER TONING WARE ALL TONING ARE SPUCES SHALL -I BE CONNECTED BY USING C.B.Y. KITS MANUFACTURED BY 3M 1" SOLlj CEDU 40 PK SOUP PVC "NO CHECK VALVE SL K SL 1" KBI BALL VALVE, SE A SL_j I" PVC NIPPLE, SL X SL- I" R MAN OIA. PVC RERiBING TEE SLR BERTH OR PIPE SADDLE - TYPICAL 1" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WLXMS DIRECTOR DATE 7-1 _. WA CND. AlE JY JEG TP 4J2007 USE 1" UNION TO CONNECT TESTING FIBEtGLA55 UD APARATJS FOR PRESSURE TEE7JG SERV WT+ ITAII S IL 1 AND NEOPPENE GASKET AM MIN RISEN FIC SE TymIING LA NN 1 \ ALL VON TRAFFIC 6EAPoNG TANKS \\ r-1' IIA PW. NOG AND / VAK Ai"iY LEAVE SUFI GIENT \ ORIENT BA -L VA_W SOME ' ALLOW i'OR AS SHOWN HAL VALVE PUMP REMOVAL \ I SHALL BE WITH 12' BELOW ELECTRICAL SPUCE BOX Mm COPD 6TP5 \ \ I UO AL_ CONNECTIONS SPALL BE MADE w1M \ NEAT S~ BUTT COINECCH 'S ZT' OR 24" PVC \ O' GIA MNEO PVC SJXE ORWNB AMY TFOM RSER-T \ FIBER WN NEOPRENE RISER W/LID t GROMMETS 14 GAUGE OF OF FICTG FRCM TDP OF RISER TO +a 1 IOMMIG WIR Ep ERIGI CCNOUIT TONING .NSIA-L Al 31e EY CO4WIT SEAL_L' DINING WHO - INSTALL RTSM z ELECTRICAL CONDUIT TO SUR SOWER s_DRce — UEM OSCH.ARGE STANDARD NMI LEE--- 2 -PART EPDXY, USE •.� ER TAW AMEDA'IOTORRITR CONCRETE low] ^ LOAD a ALARM I TANKS o 3.51 _.. T. -•w 'Lwl REDUNDANT ASSEMBLY AS SCT DRF BY CITY OF YOM 4 4 1-17A" OA. INLET OR TICE PETHIMETER OF VAL z S 4' OIA PVC FLOW IN W ¢R I PVC BIDTURE PTO 0511 0.9 PUMP MTH -HE MATERAL FOR DUPLEX, IRIPLU. ANC CLASS 1 DIV9CN I 50. INDOOR CARF AND INSIAMAII WJ, VARY. THE CON-RACTOR SHALL MEET THE '/e' IFI, -PASS ORIFICE INUtNI Uf THE INSTALLATION REGUIREMEN-S SHOWN 14 THE M 'HE DISCHARGE HEAD NIDAL STEP INS-ALLATOl. All STEP TANKS SHALL - H-20 LOAD RATED ANKS. THIS BPOLCY SHA'_L TAKE EFFECT ON MA' 31, 2007, T" PICAL SIMPLEX STFP TANK INSTA_LATION PPM' 1 DAG. N0. PUBLIC NURKS DIRECTOR DATE JY JEG " TP 4/2007 LL� SEC. 30, Tl 7N, R2E, W.M. THURSTON COUNTY, WASHINGTON RESTORATION SURFACE _ `AIRFA¢ 3000 GAL SEE 3E$TORATION TABLE ABOVE -- SEE RESTORATION TABLE 9' FINISH GRADE TVP. CRUSHED 4" CPVSNED yDVRACC Efl.fCT BAO(DLL FlN1S4 MADE SHALL � i 'OP OOJR2 LVAPAGT l0 VSX 9MWm A LYSS6TAN1 , 1100 GAL BACKFILL SEE GAL wTH onslNc RESTORATION TABLE cv, mT BACRNLL MAINTAIN SIDE vA,\ 1 I/ \ \ Il SLOPE AS STEEP m m \ J AS POSSIBLE a J SEWER ENE MATCH ENISTNR YI.F.GT BAi{FILL YATDH EMIRNY4 FINISH (DFi1KXAY/MDEYMMQ CONCRETE THICKNESS IPE BEDDING FOR TEXTME AND GRACE. OF PEA GRAVEL BACKFILL FOR FLEXIBLE PIPE BRAN FINISH GRADE SHALL B[ ! PIPE CO. OKR 4' MIN, TYPE A XATK BACKNL $IID01N 6 CON951ANT _ J UDLB•AN 1U BSF Mm EMSiNO GRApE PIPE NATAL BKKNL 00. UNYHROYID SUTACC N/A W 2 ABOK p6TNG � JY JEG TP 4/2007 GRAVE A 9Moom r LL� L U U O >z z o QoV o O CAC CRUSHED SURFA¢ BASE COURSE U GRIP, . rnuscD 11URFAcF TIFF C.O.'PSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH AP DWG- NO- �°., 7-3 PUBLIC WORKS DIRECTQR DATE IBM AYE JY JEG TP 4/20D7 RESTORATION TABLE 1 _ `AIRFA¢ 3000 GAL 9ACRFlL.J CGINENTSI mmE TM¢,,Fg CDIPACTON REGMNI'a DINER REQUIREMENTS CRUSHED 4" CPVSNED yDVRACC Efl.fCT BAO(DLL FlN1S4 MADE SHALL � SURFACE 'OP OOJR2 LVAPAGT l0 VSX 9MWm A LYSS6TAN1 , 1100 GAL 2400 GAL wTH onslNc PAKMENi cv, mT BACRNLL Rr eaAI1WAr ro COFDPW TO ALL EXISTING .OVER GRAM1 BABC PAYING OVER�4' CYUSRC COFACT TO AME IXfAOES AND LwTY6 BTIFAO RP O011PG 5 RANERPYLENE ABLE ROPES SHALL NA1W DJML'.REIC SURFACE MATCH ENISTNR YI.F.GT BAi{FILL YATDH EMIRNY4 FINISH (DFi1KXAY/MDEYMMQ CONCRETE THICKNESS CW.PACT Ta PSN TEXTME AND GRACE. OF PEA GRAVEL BACKFILL FOR HYCRDB®/ PLANTINGS BRAN FINISH GRADE SHALL B[ ! I LAv,I\- MWSLME OKR 4' MIN, TYPE A XATK BACKNL $IID01N 6 CON951ANT _ TOP SOL UDLB•AN 1U BSF Mm EMSiNO GRApE 4PPR0 DWG. NO. NATAL BKKNL Yd11D RAIXLEL UNYHROYID SUTACC N/A LpLyALi TO BSl 2 ABOK p6TNG � JY JEG TP 4/2007 GRAVE A 9Moom S'EP TANSS SHA_L BE h-20 LOAD RATED TANKS. YH5 POLICY SHA_L TAKE EFFECT ON MA" ri, 20G7, IFIN SHED GRADE /-WATER TIGHT LID 21'0 MIN.PVC RISER MI WATFR TIGHT uc � 14 GAUGE 'ONING 'ANE TO SS COQ 1 1 4"AI OFFICE I � - I +fAFHh (NOTE 1) 6' MIN OEODING-7 NOTES; 1. DELETE BAFFLE FOR A 3DDO GALLON -AHK UTU2E) AS A TRIPLEX PUMP VAULT. 2, THE OWNER WILL REVIEW TOLERANCES IN EXCESS 0" DMENSIONS SHOWN. 3. THE TRIPLEX POMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS 'ND PCYPS. 4. 45W GALLON TANKS OR LANCER SHALL HAVE THREE RISERS AND LIDS. j�PUMP VAULT RISER 14 GAUGE TONING WIRE Tv SLRw L BOX 2 PART USE ORCNO 74NK TO FUSER ADAPT -R FOR. CONCRETE TANKS PUMP ASSEMBLY. SEE UWG. NO 7-9 ON ALL IANKS LARGER THAN "500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE WIEN SEWN DEPT. DEPT. OF PUBLIC WORKS 1500, 3000, 4500 SAI ION STEP TANK/PUMP TANK AP`PROV'0 DWG. N0. t S WOgKS —• 7 11 PUDJC WORKS DIRECTOR DATE �. J" JEG TP 4/2D07 TABLE FOR ARE SIZE 1500 GA_ 3000 GAL 4503IGAL55" 150 FEET #10 AM COPPER W/ SO.T ON FIBERGLASS LID BY ORENCO OR EQUAL 250 FEET /B AWG COPPER C NSULATION BE WININ 1'2 1/4' 350 F2T S Y-1 400 GAI 6-2 6IX1 GAI 1 -MAX. -2 , 1100 GAL 2400 GAL 1/2" PVC TRUE UNION BALL VAL'&-- NOTES; 1. DELETE BAFFLE FOR A 3DDO GALLON -AHK UTU2E) AS A TRIPLEX PUMP VAULT. 2, THE OWNER WILL REVIEW TOLERANCES IN EXCESS 0" DMENSIONS SHOWN. 3. THE TRIPLEX POMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS 'ND PCYPS. 4. 45W GALLON TANKS OR LANCER SHALL HAVE THREE RISERS AND LIDS. j�PUMP VAULT RISER 14 GAUGE TONING WIRE Tv SLRw L BOX 2 PART USE ORCNO 74NK TO FUSER ADAPT -R FOR. CONCRETE TANKS PUMP ASSEMBLY. SEE UWG. NO 7-9 ON ALL IANKS LARGER THAN "500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE WIEN SEWN DEPT. DEPT. OF PUBLIC WORKS 1500, 3000, 4500 SAI ION STEP TANK/PUMP TANK AP`PROV'0 DWG. N0. t S WOgKS —• 7 11 PUDJC WORKS DIRECTOR DATE �. J" JEG TP 4/2D07 TABLE FOR ARE SIZE FEEDER WIRE RUN MAXIMUM DISTANCE 4.12 AWG COPPER VALVE &NVACUUM iVALVEEASE 150 FEET #10 AM COPPER W/ SO.T ON FIBERGLASS LID BY ORENCO OR EQUAL 250 FEET /B AWG COPPER C NSULATION BE WININ 1'2 1/4' 350 F2T N (SEE SPECIFICATIONS FOR ADDITIONAL INFORMA NUN;. i `D NLNKE P1AiY PUSH N3 T FOR 37= 44-"l DSD -45B -4H1 ' tl11 DF YHN -5 CE.NTIF D ON PANEL FROM POWER SOURCE NOTE_ PANEL 512E MAY VARY D'_PENOVC ON MANUFACURER DECAL - SEE SPECECATINB BOLD 18PT. LE77ERNG PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF TEEM ALARM LIGHT AND TC STEP TANK - SIMPLEX 1.2"C. 13-1112 TC STEP TANK - DUPLEX 1.2"C, 17-012 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL API�ROVM ncfMR I owc. NO, �Y . Y_ 7-6 JY JEG TO C 1' AIR RELEASE VALVE OR VALVE &NVACUUM iVALVEEASE 21'0 RIBBED PVC RISER W/ SO.T ON FIBERGLASS LID BY ORENCO OR EQUAL p' RIGID FINISH GRADE SHALL o� t C NSULATION BE WININ 1'2 1/4' CARBON FILTER -� OF TW OF LIP. EXISTING OROIND 1 -MAX. 14 GAUGE TONING MFC ----- 1/2" PVC TRUE UNION BALL VAL'&-- 1 _ I" PVC TRUE LNIOJ BALL VALVE m I SLOPE UP--_--_-_ -------------- Lk_ _ _--_ __ _. - ___.__ �I' SCHEDULE 40 PVC 5 RANERPYLENE ABLE 1" PVC EL_. SL.TH 1" S:IA IE 80 PVC IPT NIPPLE a w -SELF TAPPING PVC SADDLE ROMAG MODEL 304 OR EQUAL NIMUM OF e PRESSURE SEVER MAIN OF PEA GRAVEL BACKFILL FOR BRAN NOTE: PLACE IN A NON -TRAFFIC AREA, UNION 10NITS SHALL BE SOLVENT CITY OF YELM WELDED. CITY TD HELD LOCATE. DEPT, OF PUBLIC WORKS TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE 4PPR0 DWG. NO. 7-12 PUBLIC WORKS DIRECTOR DATE ES, A JY JEG TP 4/2007 '04 FIN SHED 30"4 RIS ALARM HIGH LEVEL- LAG EVEL LAG ON/OFF i4.5' CRAODOWN ON TO CFF) G - LEAD ON/OFF �"- (6.3' DRAWDOWN ON TD OFF) LOW LEVEL ALARM 6' REDUNCAtlT OFF a 0 000 aT0 2$'; u f 6' MIN. BEDDING FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT 'ROVED O M. DUC WORKS DIRECTOR DATE DCS. M CKO. JY JEG TP / _ MERIDIAN: �_❑/J WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4GO2 TC RTC POINT 838 o� t a a a w x L m O —I r LL� L U U O >z z o QoV o O U N a f �I w oIf c a a z� w �dddd ppe � Resew k m \ I a r W F -i o � z a I k ma� Im o o z o N aO LL0� J� �i FIN SHED 30"4 RIS ALARM HIGH LEVEL- LAG EVEL LAG ON/OFF i4.5' CRAODOWN ON TO CFF) G - LEAD ON/OFF �"- (6.3' DRAWDOWN ON TD OFF) LOW LEVEL ALARM 6' REDUNCAtlT OFF a 0 000 aT0 2$'; u f 6' MIN. BEDDING FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT 'ROVED O M. DUC WORKS DIRECTOR DATE DCS. M CKO. JY JEG TP / _ MERIDIAN: �_❑/J WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4GO2 TC RTC POINT 838 NATIVE OR SELECT SIZE BACRFLL AS .Te"..� n� DIRECTED BY ENGINEER. 7 ? 6" •;� m 3 .r• � 5. MN (T1".) \ -1"31/4" ALL U05 t9 MIN � P.-2' FlNISH GRADE ;' 4M, I aoK TO NATIVE GRAD ea? -- _ C -E (TIP,) L; 3 TAIL INTO RISER H INC.. OR EQUAL — I 1 1/2"-2" ORENCO TANK TO RISER ADAPTOR BEOOWO MATERIAL FOR (FDR USE WITH NON -TRAFFIC BEARING TANK RIGID PPE SHALL BE SAND NOTE: INSTALL TANKS AS PER DETAIL OR 1 \�W MANUFACTURER'S RECOMMENDATION RESILIENT WHICHEVER 15 MORE STRINGENT. 1 WEDGE CITY OF YELM CITY OF YELM DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS TYPICAL CONCRETE TANK RISER BEDDING APPROVED AFPRO- YF:D�,,,,�_ DING NO --r�'� --- 7-17 PUBLC WORKS DIRECTOR DATE PVBLIG WORKS DIRECTOR DATE . OWN. C AM JY ,TEG TP JY JEG TP 4/2007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FBRGLASS LID SIZE WITH SIAMASS SILEL - 90 -TS AND NEOPR-NE ,1 1/2" GASKET 5. MN (T1".) \ -1"31/4" ALL U05 L 2" MIN zl P.-2' FlNISH GRADE ;' 4M, I aoK TO NATIVE GRAD z -- _ C -E (TIP,) v NATIVE 14 GAUGE COPPER � PVC RISER GRACE TONING 1NRE. 2'-0"ORENCO SYSTEMS, 3 TAIL INTO RISER H INC.. OR EQUAL — I 1 1/2"-2" ORENCO TANK TO RISER ADAPTOR (FDR USE WITH NON -TRAFFIC BEARING TANK NQTL;, 1 \�W RISER MA LID SHALL BE 30' ON ALL SIMPLEX PUMP VAULT INSTALLATIONS RESILIENT RISER AND UD SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. 1 WEDGE CITY OF YELM - GATE VALVE CHECK VALVE DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG I --r�'� --- 7-18 PUBLC WORKS DIRECTOR DATE . A JY ,TEG TP 4/2007 1 L SERVICE "ADDLE 30".—I RDMAO 2025 OR _ 2% SLOPE TO BOX II -'-- 40 TO -CENTER -OF Box CURB D CHECK VALVE ° -"A L VALV 11 GAUGE "' / INSULATED A 9ti ° A COPPER TONING WIREaETTR WRAPPED 1 IJ 2: - BTI -6661.. RE S7 THE 2" - 811-777 \ PIPE (SEE 1 1/2" - CBB - 86 B 12" GENERAL 2" - CBS - 77 \ NOTES NO. rr FORD PACK JOINT 7) �CORPORATIOa_ STO TYPE B 1 r_1 I o Y PLASTIC USE (USE 200 PSI PHILLIPS CRISCO PIPE 5100 POLYETHYLENE PIPE) / FORD BALL VALVE - 1 WITH PACK JOINT A fEMA_E I.P. THREADS V SERVICE SADDLE 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. Z. ALL SERVICE SADDLES SHALL iAVE RUBBER CASKET AND I.P. THREADS. 3. CIN STANDARD FOR COPPER SETTERS ARE: 1 1/2- - FORD VBH 7G-15813 OR EOUAI 2" - FORD V94 77-15817 OR EQUAL A. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WI7H BRA55 2" NIPPLE AND 2- RESILENT WEDGE CATE VALVE AND 910 HOUSING AND SOR-21 PVC PIPE HOUSING ,41 BT -PASS VALVE IW/LOCKABLE CAP LE HALE NIPPLE 1 1/2" TO 2" METER SERVICE APPTRO JWC. N0. -SL��L YY Pt.Blf. WORKS DIRECTOR DATE 6—J Es I JED I TP N0 910 MARKING TO CONCRETE SLAB 2' x 2' - CENTERED ON VALVE w/ e-Il4'S EACH WAY TOP 6' PVC PIPE ASTM D-3034 (WRITE) ?VC SEWER MAIN DO NOT COVER BOLTS W/ CCNCRaTE UNDISTURBED dOTE 2" & 3" VALVES MAY BE BELL x BELL AT THE CENd TRACTCRS OPTION =I VALVE NUT EXTENTIONS REQUXR40 TO BRING NUT TO WITHIN 12" OF THE SURFACE 1 1/2- OUR. tot TTP. TONING YORE, BRING TO SURFACE IN VALVE BUX DRILL I(2" ROLE OR SLOT FOR WIRE -GATE VALVE, MJ x NJ -2 - /4 BARS CONCRETE SUPPORT BLOCK FOR VALVLS 2" AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE DWG. NO, 7-21 Top view operating nut m --Limifs of Payment Point Hydrant Weather shield Sun Yellow High and Hydrant Lock . < Grade Enamel �'- Bonnet if 13312 _ hose connection HYDRANT OFFSET - % withith tthreads r-_4,/,"Steamer wnneclian with NST threads See Volvo box and ^, & 5" Storz adapter voNe stem detail - Style S-37 w/SC cap 6-11 r4,. mei o 24' / Ground i To suf --+- Standpipe tron@h 5" Ranged tire depth 3' Mli:Ti _ hydrant tea rEh cPippe Jo)nl 6" ch Pito Iron, Y \--G" Class 52 ductile iron \1 pipe cut IP brG h 6" gate valve, FL X MJ 1r I Sea note below 1- Varies - 1 L-4"xB"x16" concrete block !I-Hydranf shoe I\ Backfill to top of drain ring housing 1 Plastic border between 1 t bolts with 2" washed rock as shown thrust block and tea - 6' x 6' sheet of 11 mil. plastic or con- strudion fabric, covering 2" washed rock 1 Na}es Concrete thrust b10ak I. Hydrants shall be located in cast -in -Place against accordance with Section 6.060. fi Hing only In addlllon, a minimum three foot radius unobstructed working area shall bV provided around all hydrants. 2 mPUB H dras shall be Dresser M & H CITY CF \HASHING TGN Reliant style 929, Clow Medo'lien or DEF-. OF PUBLIC YVORKS American AVK Series 2780 or Mueller Centurion V°n 3. Gate valves shall be rosSIRE HYDRANT Volvo wedge HAS with 0 -ring seals. Valva ends shall be Mee ha meal joint by ANSI flanges. ---- — Valves shall conform to AWWA $09-80.APP.--Doff!] cwc. No Valvas shall be Mueller M&H, Kennedy, l;Ws C p Glow R/W or Woterous Series 500. PUBLIC WORKS CIRECTOR DATE 6- y 4. Fire Hydrant lock payment le required —T city will order and Install. E" CND. DAZE - P YDES CLEC P 4/X07 _ MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTE=M VERTICAL DATUM NAD 8-N91. SOUTH NGVD 29 ZONE 4602 TO KTC POINT 838 SIZE A B A y x - LID - 1730 DI R ADER LID ,1 1/2" 13 1/4" 15" BOX - BCP 1730 X 12 BASE OR APPROVED EQUAL L 2" 17 I/4" 15" zl z 3 METER BOX ---� 1 1/2"-2" POLYETHYLENE UNE 1 BALL VALVE _ rMf-a.-L��d'tl6� 1 T 1 1/2"-2" MALE �"' A ADAPTER - _ 1 \�W RESILIENT (CURD STOP) 1 WEDGE - GATE VALVE CHECK VALVE 1 L SERVICE "ADDLE 30".—I RDMAO 2025 OR _ 2% SLOPE TO BOX II -'-- 40 TO -CENTER -OF Box CURB D CHECK VALVE ° -"A L VALV 11 GAUGE "' / INSULATED A 9ti ° A COPPER TONING WIREaETTR WRAPPED 1 IJ 2: - BTI -6661.. RE S7 THE 2" - 811-777 \ PIPE (SEE 1 1/2" - CBB - 86 B 12" GENERAL 2" - CBS - 77 \ NOTES NO. rr FORD PACK JOINT 7) �CORPORATIOa_ STO TYPE B 1 r_1 I o Y PLASTIC USE (USE 200 PSI PHILLIPS CRISCO PIPE 5100 POLYETHYLENE PIPE) / FORD BALL VALVE - 1 WITH PACK JOINT A fEMA_E I.P. THREADS V SERVICE SADDLE 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. Z. ALL SERVICE SADDLES SHALL iAVE RUBBER CASKET AND I.P. THREADS. 3. CIN STANDARD FOR COPPER SETTERS ARE: 1 1/2- - FORD VBH 7G-15813 OR EOUAI 2" - FORD V94 77-15817 OR EQUAL A. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WI7H BRA55 2" NIPPLE AND 2- RESILENT WEDGE CATE VALVE AND 910 HOUSING AND SOR-21 PVC PIPE HOUSING ,41 BT -PASS VALVE IW/LOCKABLE CAP LE HALE NIPPLE 1 1/2" TO 2" METER SERVICE APPTRO JWC. N0. -SL��L YY Pt.Blf. WORKS DIRECTOR DATE 6—J Es I JED I TP N0 910 MARKING TO CONCRETE SLAB 2' x 2' - CENTERED ON VALVE w/ e-Il4'S EACH WAY TOP 6' PVC PIPE ASTM D-3034 (WRITE) ?VC SEWER MAIN DO NOT COVER BOLTS W/ CCNCRaTE UNDISTURBED dOTE 2" & 3" VALVES MAY BE BELL x BELL AT THE CENd TRACTCRS OPTION =I VALVE NUT EXTENTIONS REQUXR40 TO BRING NUT TO WITHIN 12" OF THE SURFACE 1 1/2- OUR. tot TTP. TONING YORE, BRING TO SURFACE IN VALVE BUX DRILL I(2" ROLE OR SLOT FOR WIRE -GATE VALVE, MJ x NJ -2 - /4 BARS CONCRETE SUPPORT BLOCK FOR VALVLS 2" AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE DWG. NO, 7-21 Top view operating nut m --Limifs of Payment Point Hydrant Weather shield Sun Yellow High and Hydrant Lock . < Grade Enamel �'- Bonnet if 13312 _ hose connection HYDRANT OFFSET - % withith tthreads r-_4,/,"Steamer wnneclian with NST threads See Volvo box and ^, & 5" Storz adapter voNe stem detail - Style S-37 w/SC cap 6-11 r4,. mei o 24' / Ground i To suf --+- Standpipe tron@h 5" Ranged tire depth 3' Mli:Ti _ hydrant tea rEh cPippe Jo)nl 6" ch Pito Iron, Y \--G" Class 52 ductile iron \1 pipe cut IP brG h 6" gate valve, FL X MJ 1r I Sea note below 1- Varies - 1 L-4"xB"x16" concrete block !I-Hydranf shoe I\ Backfill to top of drain ring housing 1 Plastic border between 1 t bolts with 2" washed rock as shown thrust block and tea - 6' x 6' sheet of 11 mil. plastic or con- strudion fabric, covering 2" washed rock 1 Na}es Concrete thrust b10ak I. Hydrants shall be located in cast -in -Place against accordance with Section 6.060. fi Hing only In addlllon, a minimum three foot radius unobstructed working area shall bV provided around all hydrants. 2 mPUB H dras shall be Dresser M & H CITY CF \HASHING TGN Reliant style 929, Clow Medo'lien or DEF-. OF PUBLIC YVORKS American AVK Series 2780 or Mueller Centurion V°n 3. Gate valves shall be rosSIRE HYDRANT Volvo wedge HAS with 0 -ring seals. Valva ends shall be Mee ha meal joint by ANSI flanges. ---- — Valves shall conform to AWWA $09-80.APP.--Doff!] cwc. No Valvas shall be Mueller M&H, Kennedy, l;Ws C p Glow R/W or Woterous Series 500. PUBLIC WORKS CIRECTOR DATE 6- y 4. Fire Hydrant lock payment le required —T city will order and Install. E" CND. DAZE - P YDES CLEC P 4/X07 _ MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTE=M VERTICAL DATUM NAD 8-N91. SOUTH NGVD 29 ZONE 4602 TO KTC POINT 838 PROP05ED ADDITION 24" R15ER PROPOSEDACCESS GRADE � R15ER (".) 18' MIN. G, PVC �I V-41II STORAGE VOL 1,032.50 GAL. DETENTION VOL. Lil 4' 2,581.50 GAL 4' l 29• TOTALS: 3000 GAL. (LIQUID VOLUME) STORAGE VOL. = 1,032.50 GAL. YELM STEP TANK MFG. BY EVERGREEN DETENTION VOL. = 2,581.50 GAL. PRECAST, INC. WITH H-20 RATED UD. WORKING VOL. = 211.20 GAL. TOTAL VOLUME PROVIDED = 3,614 GAL. 20 STEP TANK DETAIL SCALE: N.T.5. EXISTING GROUND LINE OR SUBGRADE. * 8" GRAVEL BASE MIN COMPACTED DEPTH (UNLESS OTHERWISE DETERMINED) MEETING STO. SPEC. 9-03.19 / SEE NOTE 3 BELOW BEDDING MATERIAL MEETING STD. SPEC 9-03.15 PLACED IN 4" LIFTS AND COMPACTED TO 95% MAX. DENSITY (REO'D FOR SEWER, WATER AND GAS ONLY) RESTORATION LIMNS MINIMUM 3'-0" s" 6` SAW CUT OR APPROVED EQUAL CUT TO BE UNIFORM AND VERTICAL (SEAL JOINT W/ AR4000 AND SAND, TACK FDGF OF CUT PRIOR TO PLACING NEW ASPHALT) EXISTING SURFACING. (IYf ) CDF SHALL BE PLACED FROM THE IUP OF THE UTILITY TO BOTTOM OF ASPHALI. RISER TREI0 DITAL TRENCH RESTORATION NOTES: Na SCAT 1. ALL REFERENCES i0 SID. SPECS. SHALL BE IN ACCORDANCE W/ W.SD.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 1994 EDITION. 2. ALL ROADWAY CROSSINGS SHALL BE PUSHED UNLESS DETERMINED BY THE COUNIY ENGINEER THAI PUSHING CANNOT BE ACHIEVED. 3. RESTORATION SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING. A. CONTROLLED DENSITY BACKFILL, CUP, WILL BE REQUIRED AS A BACKFILL. MATERIAL; OR B. SELECT BACKFILL MEETING THE REQUIREMENTS OF TIE STD, SPEC. 9-03.12(1)B COMPACTED TO 95% DENSITY AND PLACED IN A MAXIMUM 12' LIFTS. WRITTEN VERIFICATION OF COMP ACTION, BASED UPON ACCEPTABLE TESTING MEIHODS, AND PLACEMENT OF THE BACKFILL WILL BE REQUIRED; OR C BE USED AS BACKFILL MATERIAL WHEN STANDARD ACCEPTABLE TESTS _HOW THE MATERIAL. MEL C. NATIVE MATERIAL MAY TS THE REQUIREMENTS AS SPECIFIED ABOVE. 4, ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHAH BE NO WIDER THAN TRENCH PATCH WIDTH. 5, ALL LONGITUDINAL CUTS WITHIN THE PAVEMENT SHALL REQUIRE A FULL LANE OVERLAY AND MAY REQUIRE GRINDING AT THE COUNTY INSPECTOR'S DISCRETION. ALARM HIGH LEVEL LAG ON LAG OFF LEAD OF AF ALARM LOW LEVEL ROADWAY STANDARDS "71 . SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FF . .., OUTSIDE 1 AREA SEAL WITH AR4000W ACP 1 W� CSTG 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY { `w7w/f' 0"IF 6 3/4 8 31e'_ NOTE: ALL VALVES MUST HAVE 14 GLACE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND VALVE CPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, DID 3/16" Thk X 5 1/5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. 2"X2"X 3/16" SQUARE STRUCTURAL STEEL TU31NG TO FIT OPERATING NUT. LENGTH AS REQUIRED. AI OTE ALL WELDS TO SHAFT SHALL BE 1/4" FI SECTION RECESSED HANDLETYPE COVER INLAND FOUNDRY It 248 VALVE BOX WITH WATER" CAST IN IID OR OECD 910 FINISHED GRADE i1 10 OR 18" ---6" SDR 21 PVC PIPT ' CONFORMING TO AST 3034. RISER PIPE i0 BE PLUMB AND CENTERED OVER VALVE STEM. -VALVE 5TEM RISER REOUIRED WHEN MAX. 36" IS EXCEEDED -(LENGTH VARIES) GATE VALVE SHOWN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, CITY 0- YELM, WASHINGTON DEP-. OF PJBLIC WORKS STANDARD VALVE BOX PROVw.� DWG. NO. BLIC WORKS DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. CES. CAN. G I 'E D THRUST LOADS THRU5T AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCEOF WATER PRESSURE A�L- _ v 3" MIN- COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CLASS B OR MATCH EXIST. If > 3° (2" MAX. UFT) 45' REND 22-1/2' BEND 11-1/4' BERT r6" MIN. *2" CRUSHED SURFACING TOP OR T£E_, 4" COURSE MIN. COMPACTED DEPTH MEETING SID. SPEC. 9-03.9(3) 2,000 1,000 500 4' MIN. 6" CDF SHALL BE PLACED FROM THE IUP OF THE UTILITY TO BOTTOM OF ASPHALI. RISER TREI0 DITAL TRENCH RESTORATION NOTES: Na SCAT 1. ALL REFERENCES i0 SID. SPECS. SHALL BE IN ACCORDANCE W/ W.SD.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 1994 EDITION. 2. ALL ROADWAY CROSSINGS SHALL BE PUSHED UNLESS DETERMINED BY THE COUNIY ENGINEER THAI PUSHING CANNOT BE ACHIEVED. 3. RESTORATION SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING. A. CONTROLLED DENSITY BACKFILL, CUP, WILL BE REQUIRED AS A BACKFILL. MATERIAL; OR B. SELECT BACKFILL MEETING THE REQUIREMENTS OF TIE STD, SPEC. 9-03.12(1)B COMPACTED TO 95% DENSITY AND PLACED IN A MAXIMUM 12' LIFTS. WRITTEN VERIFICATION OF COMP ACTION, BASED UPON ACCEPTABLE TESTING MEIHODS, AND PLACEMENT OF THE BACKFILL WILL BE REQUIRED; OR C BE USED AS BACKFILL MATERIAL WHEN STANDARD ACCEPTABLE TESTS _HOW THE MATERIAL. MEL C. NATIVE MATERIAL MAY TS THE REQUIREMENTS AS SPECIFIED ABOVE. 4, ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHAH BE NO WIDER THAN TRENCH PATCH WIDTH. 5, ALL LONGITUDINAL CUTS WITHIN THE PAVEMENT SHALL REQUIRE A FULL LANE OVERLAY AND MAY REQUIRE GRINDING AT THE COUNTY INSPECTOR'S DISCRETION. ALARM HIGH LEVEL LAG ON LAG OFF LEAD OF AF ALARM LOW LEVEL ROADWAY STANDARDS "71 . SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FF . .., OUTSIDE 1 AREA SEAL WITH AR4000W ACP 1 W� CSTG 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY { `w7w/f' 0"IF 6 3/4 8 31e'_ NOTE: ALL VALVES MUST HAVE 14 GLACE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND VALVE CPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, DID 3/16" Thk X 5 1/5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. 2"X2"X 3/16" SQUARE STRUCTURAL STEEL TU31NG TO FIT OPERATING NUT. LENGTH AS REQUIRED. AI OTE ALL WELDS TO SHAFT SHALL BE 1/4" FI SECTION RECESSED HANDLETYPE COVER INLAND FOUNDRY It 248 VALVE BOX WITH WATER" CAST IN IID OR OECD 910 FINISHED GRADE i1 10 OR 18" ---6" SDR 21 PVC PIPT ' CONFORMING TO AST 3034. RISER PIPE i0 BE PLUMB AND CENTERED OVER VALVE STEM. -VALVE 5TEM RISER REOUIRED WHEN MAX. 36" IS EXCEEDED -(LENGTH VARIES) GATE VALVE SHOWN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, CITY 0- YELM, WASHINGTON DEP-. OF PJBLIC WORKS STANDARD VALVE BOX PROVw.� DWG. NO. BLIC WORKS DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. CES. CAN. G I 'E D THRUST LOADS THRU5T AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCEOF WATER PRESSURE PIPE 90' BEND 45' REND 22-1/2' BEND 11-1/4' BERT DEAD END DIAMETER OR T£E_, 4" 31600 2,000 1,000 500 21600 6" 8.000 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 15,000 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12.100 6,100 30,800 16" 57,000 30,800 15,700 7,900 40,300 NOTES: 1, BLOCKING SHALL BE CEMENT CONCRETE CLASS 500D 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 1 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS - 3000 LB/S.F. = 10.7 S.F. OF AREA 3, AREAS MUST DE ADJUSTED FOR OTHER PPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL OE 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 11RUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET F POUNDS PER SOIL SQUARE FOOT CITY OF YELM. WASHINGTOV DEPT, OF PUBLIC WORKS MUCK, PEAT 0 SOFT CLAY 1,000 THRUST LOADS SAND 2,000 5AND & GRAVEL 3,000 SAND & GRAVEL 41000 rES. CEMENTED WITHCLAY C WORKS DIRECTOR DATE 6-14 NAR➢ SHALE 10,000 OWN. CND. DATE JEC TP 4 2007 01 4., 4" SCHEDULE 40 STEEL OR REINFORCED CONCRETE MARKER PDST STAMPED WITH "W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR CEMENT CONCRETE CLASS 4" DIAMETER SCHHEDUL 20 STEEL POST FILLED WITH CONCRETE e A f 2• SIDE FRONT VALVE MARKER POST 4" CIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) i NOTE: 3' 1. LOCATE POSITS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE I ENAMEL (SAME COLOR AS HYDRANT - SEE DETAIL 6-7) \ G �\ 2 CITY OF YELM, WASHINGTON ° ° CEMENT CONCRETE 11 DEPT. OF PUBLIC WORKS 1 cLAss soon VALVE MARKER POST & 1 HYDRANT BOLLARD DETAIL HYDRANT BOLLARD A lc� J 6-12 12 PUBLIC WORKS DIRECTOR DATE - t 2 L'E5LAWN. CKD. DATE ES JOB TP 4/2007 V RESTURA HUN DEPTH---- TRACE TAPE 12` 10 18' UNOFIR THE FINAL GRAIN[. / TPENCN BACKFILL -�' TRADER WIRE IgE GENERAL SEE NOTE L KE 3 MATER N01E5 NO. ]) A, 5 6" MIN f BEODING MATERIAL E" LAIN SEE NOR < UNDISTURBED SOIL I\ 0 T I-- J: L A MRIIM'.M COVER OF 3.5' $HALL BE MAA AfIED. EXCEPT AS RFOPIRED AT CONNECPON POINTS, P N4 Y ".RRLN ^ R ATII ACTT S SHA - _NLD. OF REE FR ROCE52U OF OF WO C AS G .RAd'ULA 2 N �E 6 L..,� CR MATERIAL. 11 SHALL BE _ ABLE 04AT FREE iRIF VARIOUS TYPES OF ARA WASTE CRF SIZE SHAPE EOL'S 1 ILL COMPACT READILY AS a SHALL Ht LE $UCL, C4ARACIERISTICS OF SIZE AND SHAPE 1,4A: IT Hitt COMI'ACi RE,iDILY COM"ACT. 3. NA77VF TRFNC.4 BACKFB i. MATERIAL SNAIL EE SORTED IR SCRF'FNED SG THAT THE MAXMiIM AGGRLGATE SHALL 15 6 -INCHES. e. PIPE WOOING MATERIAL SHALL BE SANS CR OTHER CITY APPRDYLD EQUAL. NC SUBSTUPp.55 WILL BE ALLOWED' WITHOUT WRITTEN AUTHOR-ZATION FROM WE CITY OF YELM. .5 VMFRF NATIVE MA rR1A1S HAVE BEEN DEEMED LANA^CFRTABLE BY THE CITY. TRENCH BACKF!L SHALL .MEET THE WSLCT STANDAHU 5FECIFICAIDINS FOR TNF PIPE TYPE BERG SP ECIEFJ. CITY OF YELM, WAXSHINGTON U -PT- CF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPP.O'5 DRC. NO. Lti Pueuc woRKs :,IREc DR BATE 6-15 Des. OWN. CKB. UA IE ES JEc TP 4/2007 TOP iVIEW I TOP lIEW TOP VIEW WYE I i I SIDE Iv1Ew SIDE VIEW 510E VIEW TEF CROSS GATE VALVE HORIZ. BEND I� I'i-INTI TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS r \i,\� 45' - 90' VERTICAL BEND NOTES:STANDARD 1. CONCRETE THRUST BLOCKING TO BE BLOCKING DETAIL POURED AGAINST UNDISTURBED EARTH. 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APP!O` DWG. NO. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM �y' - - 6-13 DIAMETER. PUBLIC WORKS DIRECTOR DaTL 015. DWN. CKD. CAT ES .EG I TP 4/2007 /21 PLAN W' WIN. I 5 5� QC3 T 3) 8 I . (4�1 2 PLASTIC I Y (� CONCRETE\ / DROFILE BCX 1 -,01�7�� J Y N M \Y t FLOW �\ 6 GRAVEL BASE IR BUILDING Oi MATERIAL LIST, 12' THICK IRRIGATION SYSTEM 1. SERVICE LINE 2. 90' BEND 3. UNION 4, NIPPLE 5. SHUT-OFF VALVE B. CHECK VALVE (D.S.H.S. APPROVED) CITY OF YFLM, WASHINGTON 7. RELIEF VALVE DEPT. OF PUBLIC WORKS 8. TEST5 COCKS ------- a. DRAIN TO DAYL CHT REDUCED PRESSURE 1ORUUGS IN -EST COCKS BACKFLOW ASSEMBLY GENERAL NOTES: FOR 2" OR SMALLER A. THOROUGHLY FLU5H LINES PRIOR TO INSTALLATION. ---- - BDIAMETER Of PIPE AND PITTINGS - OWQ NO, R T �1 C. REFE 0 DEVELOPMENT GUIDELINES SECTgN GHO 5 '~`_-_ _ 6-17 FOR FURTHER INFORMATION. PLULIC WORKS DIRECTOR DATE V D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DFS. DWI. CKD_ D4TH KR ED TP 4/2007 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 63191. SOUTH NGVD 29 ZONE4GO2 TC RTC POINT 838 I' REPLACE D05TING FUSTIC CRO55WALK UNE5 DAMAGED DUE TO IN5TAUATION OF SANITARY 5EWER UNE /h'hx SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXISTING STOP BAR UNE 5TA 0+64.87. 10.65' LT 5TA 2+17.06. 4.09 LT O BEGIN TAPER I STA 2+84.09, 3.52' LT STA 3+42.76, 0.83' LT - END TAPER ~ 5TA 0+64.64, 1 O. 17' LT O Q BEGIN DOUBLE YELLOW CENTERLINE X I p0 — _ _ _ f "fie- TFC a ..: _ _ � Z — _�� — _ _ ��.�__ --_ � _ •� }c -sem 3l—:'e—+• -r —_ ---- �-Ra 123.d 5TA 1+35.79. 4.9d RT ---- - -. - _._ _. - . , - - '� 11- U —(3 -- — — — — — — — — i i i 19' .AX nr -------- 1 1 1 n Y ----—--—-- — - - — -- - —- - - — - -——--—--------—--—--—--—--—--— -=---`--—-- — - - — -- 1(5 O w 5TA 1+55.77. 0.50 LT DOUBLE YELLOW CENTERUNE Q ED TYPE 2L PLASTIC TRAFFIC ARROW 1 4' SPACING (TYP.) LLJ LL� PER W5DOT 5TD. PLAN 24.40-01 1 (S) 5TA 1 +06.13, 2.32' LT TYPE 2L PIA5TIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 Z OO-—--—--—--—--—--—--—--—--—--—--—--—-- Z I _ -- -- _ MATCH EXISTING CENTERUNE �_.-----_-_- --. = , _e3-- ,,._.. ------------�� "5TA 11+94.76. 3.17 LT �o _ QU^, ----- ------ O1 LJ: -C3__ ------------_ .. _d3 . IJ . -- d - II Uj O I _— . Z 1i -i-. )E je.... LU U 0 5TA 9+05.32 5TA 11 +93.66 Q INSTALL TYPE 3 BARRICADE, INSTALL TYPE 3 BARRICADE Q I SEE DETAIL BELOW SEE DETAIL BELOW NOTES: 1 08/29/07 E - 2 03/14/08 PER THE MUTCD. AT AN ANGLE OF 65' TO CURB). 3 04/08/09 4 04/22/09 UNDER NORMAL ATMOSPHERIC CONDITIONS FROM 5 06/03/09 NO DATE AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. REPLACE D05TING FUSTIC CRO55WALK UNE5 DAMAGED DUE TO IN5TAUATION OF SANITARY 5EWER UNE /h'hx SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXISTING STOP BAR UNE 5TA 0+64.87. 10.65' LT 5TA 2+17.06. 4.09 LT O BEGIN TAPER I STA 2+84.09, 3.52' LT STA 3+42.76, 0.83' LT - END TAPER ~ 5TA 0+64.64, 1 O. 17' LT O Q BEGIN DOUBLE YELLOW CENTERLINE X I p0 — _ _ _ f "fie- TFC a ..: _ _ � Z — _�� — _ _ ��.�__ --_ � _ •� }c -sem 3l—:'e—+• -r —_ ---- �-Ra 123.d 5TA 1+35.79. 4.9d RT ---- - -. - _._ _. - . , - - '� 11- U —(3 -- — — — — — — — — i i i 19' .AX nr -------- 1 1 1 n Y ----—--—-- — - - — -- - —- - - — - -——--—--------—--—--—--—--—--— -=---`--—-- — - - — -- 1(5 O w 5TA 1+55.77. 0.50 LT DOUBLE YELLOW CENTERUNE Q ED TYPE 2L PLASTIC TRAFFIC ARROW 1 4' SPACING (TYP.) LLJ LL� PER W5DOT 5TD. PLAN 24.40-01 1 (S) 5TA 1 +06.13, 2.32' LT TYPE 2L PIA5TIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 Z OO-—--—--—--—--—--—--—--—--—--—--—--—-- Z I _ -- -- _ MATCH EXISTING CENTERUNE �_.-----_-_- --. = , _e3-- ,,._.. ------------�� "5TA 11+94.76. 3.17 LT �o _ QU^, ----- ------ O1 LJ: -C3__ ------------_ .. _d3 . IJ . -- d - II Uj O I _— . Z 1i -i-. )E je.... LU U 0 5TA 9+05.32 5TA 11 +93.66 Q INSTALL TYPE 3 BARRICADE, INSTALL TYPE 3 BARRICADE Q I SEE DETAIL BELOW SEE DETAIL BELOW NOTES: N.T,S, 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD. AT AN ANGLE OF 65' 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. 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF THE PAVED SURFACE. h 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3. SECTION S I PERM oco-s.s.0wc REV1510N5 PER THUR5TON COUNTY COMMENTS REVISIONS PER THUR5TON COUNTY COMMENTS REV1510N5 PERTHUR5TON COUNTY COMMENTS REVISIONS PER CITY OF YELM COMMENTS REV1510N5 PER CITY OF YELM COMMENTS BY CKD APPR REV15ION !g nPE aRt TRAFFIC ARROW NARIap Ala:A T.T98RFf. TTPE 28R IRWHTI TRAFFIC ARROW MRdOR11MOEOF TYPE 28LTRAFFIQM %HDI M AT REpM813CNE) T-( — '._�. SYMBOL &LANE C9r1ERLME Guu B A- I mo Mf eawiE < LyRN 3 T.n SBFT.I a z� r-2• i +•-e E� "- Sa W - FLIPSE WAIOS -/ 0 TYPE 28L (LEFT) TRAFFIC RR OW NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-1 5-09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 406041.20 KM Use 81a d nwlW Shown on IN Plan oeach typo Traft A. kw. Placed or, ro9aasp w1h a posted speetl MR of 40 mph or I TYPE 38L.4"n TRAFFIC ARROW T-@ r -(P _ sYLwE lwcr AMKxFf IIARIDIIo AREA ram M".. TYPE 35R MK*rr) TRAFFIC ARROW MRROR WNBEOF TVPE aR_ REDUCc a WALE (SHO•M! AT NEOI10Ep WALE) ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS ME DATE: SYMBOL MARKHM TRAPPIC ARROWS FOR LOW SPEW ROADWAYS STANDARD PLAN M-24.40-01 SIEET I OF 2 SEE TS APPROVED FOR PUPAR'ATION HareddJ. Fleft o 0E -dT -06 �N�ea,n a!, O,FNrRAaTwEaYaM STRIPING NOTE: CONTRACTOR SHALL DOCUMENT ALL Da5TING STRIPING AND CHANNEUZATION PRIOR TO CONSTRUCTION AND RE5TORE TO SAME AT COMPLETION OF CON5TRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION 6Y: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRE5= YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. expires 2 years from acceptance date I PROJECT #: 2007104764 STRIPING PLAN 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 C5.0