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Revised Signed Plans 072710 - LFABBREVIATIONS ACP = ASPHALT CONCRETE PAVEMENT ADJ = ADJU5T A.P. = ANGLE POINT A55M = A55EMBLY BO = BLOW OFF BVC = BEGIN VERTICAL CURVE CB = CATCH BA51N CDF = CONTROL DENSITY FILL C.I.P. = CAST IN PLACE CL, = CENTERLINE, CLA55 CONC = CONCRETE CONST = CONSTRUCTION C.P. = CONCRETE PIPE C5P = CORRUGATED STEEL PIPE CSTC = CRUSHED SURFACING TOP COURSE A = DELTA DI, DIP = DUCTILE IRON PIPE DIA, 0 = DIAMETER E = FAST ELEC = ELECTRICAL EL, ELEV = ELEVATION EOP = EDGE OF PAVEMENT ESMT = EASEMENT EVC = END VERTICAL CURVE EXST, I7{ = EXISTING FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW UNE FM = FORCE MAIN G5P = GA5KETED SEWER PIPE HDPE = HIGH-DENSITY POLYETHYLENE PIPE HP = HIGH POINT ID = INSIDE DIAMETER IE = INVERT ELEVATION IR, IRR = IRRIGATION L = LENGTH LCFE = LINED CORRUGATED FOLYETHYLENE FIFE LT = LEFT LF = LINEAL FEET LF = LOW POINT MAX = MAXIMUM MH = MANHOLE MIN = MINIMUM M5E = MECHANICALLY 5TA13IUZED EARTH N = NORTH N.I.C. = NOT IN CONTRACT N.T.5. = NOT TO SCALE Q.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 W. ROW = RIGHT -OF WAY RT = RIGHT S — SOUTH 5CH = SCHEDULE SD = STORM DRAIN SHLDR SHOULDER SS = SANITARY SEWER 55MH = SANITARY SEWER MANHOLE 5TA-- = STATION STD = STANDARD SWP = SOLVENT WELD PIPE T = TANGENT TCE = TEMPORARY CONSTRUCTION EASEMENT TEMP = TEMPORARY TYP = TYPICAL UGT = UNDERGROUND TELEPHONE VC = VERTICAL CURVE W = WE5T W/ = WITH W.Q. = WATER QUALITY YELM LDS CHURCH IMPROVEMENTS PROJECT GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THUR5TON COUNTY STANDARDS, THE' CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR IS RE5PON5IBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANISPORTATION, SUPPLIES, AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK 5iHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THURSTON COUNTY, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR 5HALL OBTAIN ALL NECESSARY 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 ACCE55113LE AT ALL TIME5, 5. IT SHALL BE THE RE5PON5IIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION 51TE AT ALL TIMES. G. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE THUR5TON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THF START OF CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORI�4NAL "PRE-CON5TKUCXIONu STATE OR BETTER. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONYRACTOR. 9. THE INTENT OF THESE DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OM155ION-9 FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM PERF0RMING THE OMITTED WORK. 10. ANY PROPOSED ALTMT10IN5 BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND IN5PECTOR. I I . KPFF CONSULTING ENGINEE:R5 15 REQUIRED BY THURII COUNTY AND THE CITY OF YELM TO PROVIDE ,AS -BUILT CERTIFICATION PRIOR TO FINAL JURISDICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY A5-BUILT5 UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND STORM MAIN -5 PRIOR TO BACKFILLING. 12. CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, 51DEWALK5 AND DRIVEWAYS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLA55 3000 CONFORMING TO THIE REQUIREMENT OF SECTION G-02 OF THE 2008 W5DOT STANDARD 5PECIFIICATION5 FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRED AT THE DEVELOPER5 OK CONTRACTOR5 EXPENSE. THE TE5TING SHALL BE ORL`)ERED BY THE DEVELOPER OR CONTRACTOR AND CH05EN TESTING LAB SHALL BE APPROVED BY THE COUNTY. TESTING SHALL BE DONE ON ALL MATERIALS AND CON5TRUCTION A5 SPECIFIED IN THE WSDOT / APWA STANDARD SPECIFICATIONS. 8/29/07 1 REVISIONS PER THUR5TON COUNTY COMMENT5 A I n. -;v 14/C)A I I i I RF�II�i1�7NGi PFR THI 1R-=iTnm rni ItTTY (-OKAKAFKITI=� 9 0 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS 0 4 04/22/09 REV1510N5 PER CITY OF YELM COMMENTS C) C) 5 OG/03/09 REV151ON5 PER CITY OF YELM COMMENTS NO DATE BY CKD Al REV1510N 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 ER051O WATER POLLUTION PREVENTION MEA5URE5 WILL BE REQUIRED IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN AND SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THUR5TON COUNTY AND/OR OTHER GOVERNING AUTHORITIES OR AGENCIES. 4. A PRE-CON5TRUCTION MEETING WILL BE HELD PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAINS AND RETENTION/DETENTION AREAS WILL BE STAKED FOR GRADE AND ALIGNMENT 15Y AN FNGINEFRJNG DR 5URVFYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE SHALL BE A5 SPECIFIED IN THE DRAINAGE MANUAL. 7. SPECIAL 5TRUCTURE5, OIL/WATER 5EPARATOR5 AND OUTLET CONTROLS WILL BE IN5TALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLAN(5) A5 RC:QUIKED IN ACCORDANCE MTH 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 A5 FOLLOWS: A. STAKE LOC\TION FOR ALL CATCH BA51N5/MAVHOLE5 AND OTHER FIXTURES FOR GRADE ANC' ALIGNMENT. B. STAKE LOC,\TION, SIZE AND DEPTH OF RETENTIONJETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH DAEIN/MANHOLE RIM ELEVATIONS, OVERFLOW5TRUCTURE5, WEIRS AND INVERT ELEVATION5 OF ALL PIPES IN CATCH BA51N5, MANHOLE5AND THOSE PIPE5 THAT DAYLIGHT. 11. PIPE MATERIAL` USED FOR 5TORMWATER CONVEYANCE 51ALL BE APPROVED BY THE JURISDICTION. 'IPE 51ZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIE) IN THE DRAINAGE MANUAL. 12. THE STORM DR4INAGE SYSTEM SHALL BE CONSTRUCTED kCCORDING TO APPROVED PLANS ON FILE WITH THE JJRI5DICTION. ANY MATERIAL DEVIATION FROM THE APPF.DVED PLANS WILL REQUIRE WRITTEN APPROVAL FROtil THE JURISDICTION. 13. A COPY OF ArrOVED 5TOKM WATER FLAN5 MUST BE ON THE JOB SIT WHENEVER CONSTRUCTION IS IN PROGRESS. 14. ALL DI5TUR3EDAREA5 SHALL BE SEEDED AND MULCHED OR `IMILARLY STABILIZED TO THE SATISFACTION )F THE JURISDICTION. FOR 51TE5 WHERE GRA551A5 BEEN PLANTED THROUGH HYDR05EEDING THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRA55 HAS BEEN THOROUGHLY ETABLI5HED, UNLE55 OTHERWISE APPROVED 13Y JJRISDICTION. ENGINEER'S CERTIFICATION: THE DE51GN IMPROVEMNT5 SHOWN IN THI5 SET OF PLANS AND CALCULATIONS CONFORA TO THE CURRENT EDITION OF THE THURSTON COUNTY ROD STANDARDS AND THE DRAINAGE DE51GN AND EROSION CONTROLMANUAL FOR THUR5TON COUNTY. ALL DESIGN VARIANCES HAV: BEEN APPROVED BY THUR5TON COUNTY. I APPROVE THESE PLANEFOR CON5TRUCTION. DRAWN BY: JAPPROVED NLA CHECKED BY W Consulting Engineers DA4200 6th A venue SE, Suite 309 7_28Lacey, Washington 98503 (J60) 292-7230 Fax (360) 292-72J1 JOB NO: 406041 .20 15. ALL BUILDING DOWN5POUT5 ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. ALL EROSION AND STORMWATER FACILITIES SHALL BE REGULARLY IN5PECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DFVFLOPMENT PROJECT. 17. IT SHALL BE THE SOLE RE5POIN5I13IL.ITY OF THE CONTRACTOR TO OBTAIN STRIEEf USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT-OF-WAY. IT ALSO 5HALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION, 18. NO FINAL CUT OR FILL 5LOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RF-SPON5IBLF FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THF 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 TIRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W,5.D.O.T. STANDARD 5PECIFICATION5 FOR TRAFFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, Tt lICKNE55E5, AND EL-EVATION5 OF ALL E 15TING PAVEMENTS AND 5TRIUCTURE5, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, ,AND OTHER WORK, INCLUDING MATERIALS AS NECIr55ARY TO CAUSE THE INTERFACE WITH E 15TING WORIK5 TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPL-ETE IN PLACE. AND READY TO USE. 21. COMPACTION OF ALL FILL AREA55 SHALL BE PER CURRENT APWA 5PECIFICATION`.5. FILL SHALL BE PROVIDED IN G" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT Of IT5 MAXIMUM RELATIVE DEN5ITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIOR TO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIIE5 SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD 5URVEY AND FROM AVAILABLE RECORD5. KFFr A55UMIE5 NO RE5PON51131LITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR 15 ADVISED TO VERIIFY THE EXACT 51ZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTILITY. CONTRACTOR SHALL CALL FOR UNIDERGKOUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. -9� 15. f SITE 105TH VF'SE" �i �f lORTHA 11E SE VICINITY M. MOT TO SCALE PARCEL;# 22730210900 SITE ADDR.E55: 10423 CLAD; RD 5F YELM, WA 98597 SECTION: 530 T 1 7N R.2E LEGAL DESCRIFTION: 30-17-2E PTI 52 NE NW V NELY OF YELM IRFJG DITCH EXC PIT LY 5LY TOTAL 51TE AREA: 3.45 Ac CUT: 339 CU. YD5. FILL: 297 CU. YD5. NET: 22 CU. YD5. <CUT> ARCHITECT HOCH5TRA55ER, A550CIATE5, ARCIr1ITE'_-T5 5801 8MH AVE COURT WF51T UNIVER5ITY PLACE, WA 984G7 PH. (253) 224-4101 FAX (253) 5G5-G82G CONTACT. GARY HOCHSTRASSEI vv� =n I M7 I UN nr-A I I I..E rKOJECT MANAGEMENT 01=FI/-F- THE :F- THE CHURCH OF JE5US C HRJ5T Of LATTER --DAY 5AINTS P.O. box 2328 155AQUAH, WA 98027--0105 PH. (425) 392-12GO FAX (425) 392-3G37 CONTACT: ROBERT A. BEADLE5, A,--'J---A PR\0,JE'Ci MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEER5 4200 GTH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3G0) 292-7230 FAX (3G0) 292 7231 CONTACT: NANCY WHALEY MARK R. STEEPY, PE KPFF CON5ULTING ENGINEER,5 4200 GTH AVE. 5E, 5UiTE 309 LACEY, WA. 98503 PH. (3GO) 292-7230 FAX (360) 292 7231 CONTACT: THOMAS SWIFT, PL5 CALL UNDERGROUND LOCATF TWO WORKING DAYS BEFORE YOU DIG r - r-'1 1-$00-424-55 t;PPROVED FOEZ CONTRUCTiON Ilk OEVEI HENT R[VjFW FNGINEE i °t VA( PxPI R =5: ACCEPTED AS NOTED THURSTON T YELM LDS CHURCH IMPROVEMENT COUNTY PUBLIC WORKS S PROJECT THUR5TON COUNTY, WA, BY D ATE: COVER SHEET expires 2 years from acceptance date--] PROJECT #: 2007104764 �IMERiDIAN WA5H1NGT0N :TATE ' PlANE C00RDINATE ' 5YB7,12M VERTICAL. a I NGVD �Tlf�� NAP `�3W3 1, �L1'TH TC RTC FQNT 838 ZONE 4602 DRAWING 511ffF I OF 14 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEPTIC SYSTEM ABANDONMENT NOTE: EX15TING 5ANITAKY DRAIN MELD5 TO BE ABANDONED FMTHUR5TON COUNTY HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THUR5TON COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL RECOMMENDA1ION5 OF 50115 REPORT DATED JUNE 2007. DRAINFIELD LOCATION5 5HOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPFF, 5AW CUT EXISTING /A511III&T L 1kTVL):— : df'ING i V) F5 a X W L.ECEND i ;I yrj y - i FIRE HYDRANT � I WA TER IOMETER J t, WA TER VAL VE w f rF. IRRICA TION VALVE I j 0S SEPTIC TANK LID II 25 2 a� fy CA TCN UA S?N I � , � I !! - 01) STORM DRAIN MANHOLE ff E I POLE ANCHOR U �! AIJ j ---;SPH i f 1 i J i ! CU Y POLE ('I 2 I 4 POWER TRANSFORMER GAS METER I I ec �Y , ! >1 GAS VALVE I I'r TELEPHONE MANHOLE I 1 TELEPHONE PEDESTAL I, 24- E111 SIGN O TRAFFIC SIGNAL POLE li I I0I LUMINARE --j LIGHT J ---BOX UTILITY POLE FENCE !, I f t , 1 MAILBOX 0. 1 I ! I I CONIFER TREE AS NOTED DECIDUOUS TREE j f , HANDICAP PA RxrNG STALL 6 I i f TURN LANE ' I 4 EDGE OF PA YEMEN T - IE 12" CULVERT ELF 'v'— 340.55 M BE REMOVED LSOuTH E'ND CvLVFRI cP ; ,NOT FOUND I � ! 'T f I I , I -- (,_� --- GUTTER LINE P -- POWER L OCA TEES - P! -i --- PHONE LOCATES GAS LOCATES W -_--__ _ WA TER LINE ___-- SEWER FORCF MAIN — SAW CUT LINE " o GRADING LIMITSIWORK LIMITS LINE XX_..SPOT ELEVATION (PROPOSED GRADE) XXX.XX�' SPOT ELEVATION (EXISTING) e 30 i60 MERIDIAN: WA5HINGTON 5TATE PLANE COORDINATE 5Y5TEM VERTICAL DATUM NAD 53/91, 50UTH NGVD 29 ZONE 4602 TC RTC POW, 555 U 1 0-3/29/07 REVISIONS PFR THURSTON COUNTY COMMENTS DRAwN 6Y: ' NED BY NLA HMVE R s � ACCEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT DRAW'NG 2 03/14/08 REV1510N5 PER THURSTON COUNTY COMMENTS V ! �o� ��iil. � �. COUNTY PUBLIC WORKS Tf-iURSTON COUNTY, WA. CHECKED BY APPROVED BY 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS 9 _ MRS Consulting Engineers 9 9 �� 4200 6th A venue SE, Suite 309 Lacey, Washington 98503 w . 4 04/22/09 REVISIONS PER CITY Of YELM COMMENTS DATE 7-28-09 (.360) 292-7230 Fox (360) 292-72,31 �4 w � �'1 sTE� Q) p. BY: DATE: EXISTING CONDITIONS & DEMOLITION PLAN 5 OCl/03/09 REVISIONS PER. CITY OF YELM COMMENTS � - - JOB NO: 40604 I.20 s�°N"L ? expires 2 years from acceptance date PROJECT #: 2007104764 NO DATE BY CKD APPR REVISION ti - 5HEEf 2 OF 14 FABRIC AS REQUIRED DUE TO SOIL CONDITIONS, AS REVIEWED AND APPROVED BY THE COUNTY ENGINEER 8' MIN OF 1 112 - WASHED ROCK 1/2 BASE COURSE DIAMETER OR 12". iYHICHEVER IS GREATER. AS DIRECTED BY COUNTY ENGINEER PERF. DRAW WITH 4" MIN. OF ROCK UNDER PIPE GENERAL NOTES: 1. Rookeries higher then 5' shall be constructed of rocks of graduated sizes from 5 -man to 2 -man from bottom to top. Rech riee or 5' or lower shall be constructed of 3 -man to 2 -men from bottom to top. Rock sise categories shall include: Two-man rocks (300 to 600 pounds), 13 inches in least dimension; Three-man rocks (800 to 1200 pounds), 18 inches in least dimension; ebur -man rocks (1500 to 2200 pounds), 18 inches in least dimension; Five -man rocks (2400 to 3400 pounds), 24 inches in least dimension. 2. The rockery shall be installed with a smooth face. 3. The long dimon+ion of the rinks Rhali he oriented towards the bank to provide maximum stability. 4. The rock shall be placed so as to lock Into two rocks in the lower tier, 5. Cal] for inspection prior to base course being placed (for verification of rockery height, foundation material and rock wine). 6. Design varying from those indicated shall carry the seal of a civil engineer experienced in soil mechanics. 108/29/07 I REV1510N5 FFR THURSTON COUNTY COMMENTS E 2 03/14/05 REV15ION5 PER THUR5TON COUNTY COMMENTS J 3 04/08/09 REV1510N5 PER THUR5TON COUNTY COMMENTS 4 04/22/09 REV1510N5 PER CITY OF YELM COMMENTS 5 OG/03/09 REV1510N5 PER CITY OF YELM COMMENT5 REV1510N NO DATE 13Y CKD APPR ROCK RETANING WALL CW:::D:M DRAWN BY: DE5IGNED BY NLA NMW CHECKED BY APPROVED BY M R,5 DATE 7-28-09 JOB NO: 406041 .20 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 ROCK RETAINING WALL - 5EE 5TANDARD DETAIL ON THIS SHEET ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS I BY: DATE: expires 2 years from acceptance date EROSION CONTROL CONSTRUCTION NOTES: 1 EXISTING DRIVEWAY TO BE U5FD A5 CON5TRUCTION ENTRANCE, CONTRACTOR TO U5E APPROPRIATE TE5C METHODS TO KEEP 5EDIMENT OFF CLARK ROAD. �--� 1,.�..! IN5TALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 IN5TALL e5TR1=AMGUARDe INLET FILTER PKOJECTION AT GATGN 3 BASIN LOCATION5 PER DETAIL ON DRAWING C2.1 (D FOLLOW CRO5ION CONTROL NOTE5 ON DRAWING C2, 1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CON5TRUCT RETAINING WALLS AND GRADE PERVIOUS WKKING AREAS TO FINISH ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREA5 NORTH AND WE5T OF b(15TING BUILDING WHERE EX15TING PARIUNG €5 TO REMAIN, 5AW-CUT EXISTING AC'. 3. EXCAVATE AREA FOR PERVIOU55 PAVEMENT IN A MANNER. THAT DOM NOT COMPACT THE NATIVE 50€L BELOW THE 5UBBA5E. 4. CON5TRUCT PERVIOU5 PARKING AREA5 IN ACCORS)ANCE V TH CON5TRUCTION PLAN5 A1NU OffAiL! ON DRAWING C3.2 AND Z_ -1r IAL PROVISIONS OF CON5TRUCTION 5P ECIFICATIs :: N5. 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOU5 PAVEMENT AREA5 AND MAINTAIN UNTIL LAND50CA,PIING 15 C:UMPLIffr. G. AFTER COMPLETION OF, LAN05CAPING< REMOVE FILTI-f-K FABRIC v14TH CARP AND 5WEEP PAVERS TO REMOVE ANY CON5TIe`.L CflON DEM5. PLACE ADDITIONAL A5TM NO.b JOINT/OPENING rIU f -K• A5 NECZ55AKY TO MLL COMPLETELY. CONSTRUCTION PHASING THE RECOMMENDED CON5TRUCTION 5EQUENCE WILL INCLUDE THESE STEPS IN THI5 ORDER, BUT 50ME PORTION5 OF THE 5TEP5 MAY BE PERFORMED OUT OF SEQUENCE, AS CONDITIONS REQUIRE . THE CON5TRUCTION UENCE 15 AS FOLLOW5: I , INSTALL FILTER FABRIC FENCING. WHERE APPR.O?�A`IE, :AND W THOSE LOCATIONS SHOWN ON THE PLAN5. 2. CLEAR AND GRUB THE PROJECT" 51TE. 3. BETWEEN NOVEN13ER 15t AND MARCH 3 1st, ALL D€5TURDED AREA5 GREATER THAN 5,000 5.F. THAT AREA TO BE LST UNWORKED FDR MO R.E THAN TWELVE HOUR5 SHALL BE STABILIZED BY ONE OF THE F01I3WING: MULCH, SODDING, OR PLASTIC COVERING. 4. GRADE SITE AND INSTALL ALL PERMANENT 5TORMWATER FACILJTIE5. 5. IN5TALL UNDERGKOUND UTILITIES (CABLE. TELEF"ONE, POWER, aEWM WATER, ECT.) 6. PROVIDE CATCH BA5114 PROTECTION BY INSTALLING SILT ,50)CK5 AND ALI INLLT5 TO DRAJNAGI` 5't aTEM A5 SHOWN ON FLAN. 7. AFTER PAVING 15 COMPLETE. IN5TALL LAND5CAPE SOD ANDr.,K 5ECD, AND MULCH ALL D15TURBED AREAS. 8. MAINTAIN ALL irRO510N GONIFOL FACILITIES UI+iTiL.T i tNTIi SI?F l5 5TABIUZED AND SILT RUNOFF CE'A515, 9. VE51GNATE AN AKA rOK WA5t1ING Or EQUIPMLTIT AND `oNGI�••>�TE TRUCKS TO CONTROL THE RUNOFF AND EUMINATF ENTRY INTO THE STORM DRAINAGE 5Y5TEM5. LEGEND: r, INLrr FILTER PROTECT€ON FILTER fADRIC FENCE NEW AC FAVrMENT NEW CONC SIDEWALK NEW PERVIOUS PAVEMENT EXIST CONC. 54DF-WALK -- xxx E45T. COI•ITOUR,5 a 30 so SCALE IG l i I VERTICAL DA-rJM NGVD 25 TC RTC POII+TI' 838 MERIDIAN: WASHINGTON 5TATE PLANE COORDINATE 5Y5TEM NAD 8-W 1. 50UTH ,ZONE 46®2 YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING 7f1UR5TON COUNTY, WA. TEMPORARY EROSION/SEDIMENTATION C.O PLAN PROJECT #: 2007104764 CC.JNTRO►L 5HEET 3 OIY 14 zi SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 0 ee a r - I ADAPTER SKIRT 49" 10 -- SEDIMENT ACCUMULA'T'ION INSTALLATION: • REMOVE CATCH BA' SIN GRATE • CLEAN DIRT AND DEBRIS FROM GRATE LEDGE • PLACE STREAMGUARD INSERT OVER CATCH BASIN OPENING WITH BAG INSIDE BASIN • REPLACE GRATE, AT THE SAME TIME PINCH INSERT FABRIC BETWEEN GRATE AND FRAME • CUT EXCESS FABRIC OFF AND LEAVE THREE TO FIVE INCHES OF FABRIC AROUND OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE RETRIEVAL STRAP wwXr,_ 36" p+rye +rp� rp p: e. r++r p+a ap OVERFLOW • BYPASS ■ STORM• MAINTENANCE: • DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE SEDIMENT LEVEL • RE=COMMENDED: EMPTY AND REINSTALL WHEN UNIT IS APPROXIMATELY HALF FULL (UP TO 12 INCHES SEDIMENT) • RECOMMENDED: REGULARLY INSPECT INSERTS AND LOG OBSERVATIONS AS A BEST MANAGEMENT PRACTICE. SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. DRAWN BY: DESIGNED BY NLA NMW Cf1FCKFD BY APPROVED BY MR.5 Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-28-09 Lacey, Washington 98503 JOB NO: 40G04).20 (J600) 292-7230 Fox (360) 292-7231 STORM DRAINAGE DESIGN MANUAL IF I G B 21 T 2'0' 5'O" 21' FILTER FABRIC MATERIAL 60' W10E ROLLS USE STAPLES OR WRE RINGS TO ATTACH FABRIC TO HIRE 2' x 2' x 14 Go IMRE FABRIC OR EOUIVALETIT BURY BOTTOM OF FILTER MATERIAL IN 8' x 12" TRENCH 6' MAX 2" x 4' WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS 2' x 2' x 14 Go 1NRE FABRIC OR EQUIV. I FXTER FABRIC MATERIAL 1 08/29/07 000 PRONDE 3/4' TO 1 1/2' REV1510N5 PER THUR5TON COUNTY COMMENTS WASHED GRAVEL BACKFILL 2 03/14/08 , / o° FABRIC FENCE 000 REVISIONS PER THUR5TON COUNTY COMMENTS L_°- 0 3 04/05/09 REV1510N5 PER THUR5TON COUNTY COMMENTS 4 04/22/09 REV1510N5 PER CITY OF YELM COMMENTS g N 5 OG/03/09 REVISIONS PER CITY OF YELM COMMENTS Uj NO DATE BY CKD APPR REVISION DRAWN BY: DESIGNED BY NLA NMW Cf1FCKFD BY APPROVED BY MR.5 Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-28-09 Lacey, Washington 98503 JOB NO: 40G04).20 (J600) 292-7230 Fox (360) 292-7231 STORM DRAINAGE DESIGN MANUAL IF I G B 21 T 2'0' 5'O" 21' FILTER FABRIC MATERIAL 60' W10E ROLLS USE STAPLES OR WRE RINGS TO ATTACH FABRIC TO HIRE 2' x 2' x 14 Go IMRE FABRIC OR EOUIVALETIT BURY BOTTOM OF FILTER MATERIAL IN 8' x 12" TRENCH 6' MAX 2" x 4' WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS 2' x 2' x 14 Go 1NRE FABRIC OR EQUIV. I FXTER FABRIC MATERIAL 2' x 4' WOOD POST ALT, STEEL FENCE POSTS REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: FILTER FABRIC FENCE DETAIL 02-,991 R. ST s, (ONAL ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: p expires 2 years from acceptance date STANDARD EROSION CONTROL NOTES SILT FENCES I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT To THE LENGTH of THE immm To AVOID U5r- OF JOINT5. WHEN JOINTS ARE NECE55ARY, FILTER CLOTH SHALL BE 5PUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM GANCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. P05T5 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 LINE OF rO5T5 AND ur5LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE= ME5H SUPPORT FENCE SHALL BE FA5TENED SECURELY TO TrIE UP5LQPl 51DE OF THE P05T5 USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG. TIE WIRES OR HOG DINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHE5 AND SHALL NOT DffND MORE THAN 36 INGHE5 ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD 5TRfNGTH FILTER FABRIC SHALL BE 5TAMED OK WIRED TO THE FENC,T`., AND 20 INCHES OF THE: FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT DMD MORE THAN 36 INCHE5 ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAT LED TO DUSTING TKEE5, G. WHEN LXTRA-STRENGTH FILTER FABRIC AND CLOSM POST SPACING 15 USED. THE WIRE ME5H SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UP5LOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE IN5PECTED IMMEDIATELY AFTER EACH RAINFALL AND AT L.EA5T DAILY DURING PROLONGED RAINE:AU- ANY REQUIRED REPAIRS SHAD; BE MADE IMMEDIATELY. TREE PROTECTION FENCE NOTE: TREE PROTECTION FENCING SHALL BE IN5TALLED AROUND ALL TREES TO LSE PRI=SERVED, THE FENCING 15 TO BE INSTALLED AND IN5PIECTED BY THE THUR5TON COUNTY INSPECTOR PRIOR TO ANY GRADING ACTIVITY. NO CONSTRUCTION ACTIVITY 15 ALLOWED IN51DE THE TRIP PROTECTION AREA5. HYDROSEEDING I, 5EED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER. 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30. ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G..GEOTEXTIL.ES. JUTE MAT, CLEAR PLASTIC COVEERLNG). 3. 5EED 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 DIS, 5WALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL 13F FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. G. FERTILIZERS ARE TO BE USED ACCORDING TO 5UPPUE'R5 RECOMMENDATIONS. AMOUNTS U5ED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER, BODIES AND WETLAND5. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENE+/ER EXCAVATION OF THE 51TE EXP05E5 PL=AT, 5.00F1' CLAY, QUICK5AND, OR OTHER UN5UITABL,.E FC)UNDATION MATERIAL., SUCH MAT, ERIAL. SHALL BE MAOVED To THF Or, §i 1 DIRECTED BY THE ENGINEER AND BACKFILLED WITH 5UIT'A131-E FOUNDATION MATERIAL, UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE 51TE AND HAULED TO A WASTE SITE OBTAINED BY TH CONTRACTOR, THE CONTRACTOR 5HALL FURNISH AND PLACE 5UITABL,E MATEFJAL MEETING THE M05T CURRENT EDITION OF THE 5'EATE OF WASHING-rON STANDARD 5PECIFICATION5 FOR ROAD, BRIDGE, AND MUNICIPAL CONSTKU4.'TION AND UBC RbQUIR15E NTS. MEA5UREMENT AND PAYMENT SHALL BE MADE Uf PER TON OP� MATERIAi. EXCAVATED. DEWATERING FOUNDATIONS, U-PUTY TRENCHE5, AND AEL 0 T,�itR PARTS or THE CONSTRUCTION 51TIE SHALL LSE DEQ#AT FRED AND KEPT FREE OF STANDING WATFR AND MUDDY C0NDn,-i0Nr5 Aa Nlra; d�Al ` DOR, THE PROPER, EYECUTION O "TI E W YORK. THE CONTRACTOR SHALL rURN15H, II TALL, OPERATE. AND MAINTAM ALL DRAINS, 5UMP5, PUMPS, AND ALL OTHER E-QUIrIvIff IT KtQLIIREO To PROPERLY DEWATER THE SITE AS SPECIFIED. DEWATMNG 5Y5TI M5 THAT CAUSE A L055 OF 501L FINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES 1. EROSION CONTROL MEA5URE5 ARE NOT LIMITED TO THE ITEMS ON THESE PEAN5. THE CONTRACTOR 15 M5FON51BL.1E FOR THE IN5TALLr4TION AND MAINTENANCE: OF ALL EK05ItON CON i KOL ME.A5URf5, NO SILTATION OF EEX15TING CSR, PR.001`05fED DRAENAGE FACIUTIE5 5HALL BE ALLOWED, CARE ;SHALL BE TARN TO PKEVEIwEi' MIGRATION OF SILTS TO OFP-5117 PR0PERTIt5. ALL DISTuRom P-Akrm GAU5W'd'y C;ONTKAGTf3R.f, ACT!VITIM 5HALL BE 11YDR05EEDED. 2. STABILIZATION OF ALL ff"E0 AREAS WILL BE REQUIRFL7 WITHIN 48 HOURS AFTER REACHING FINI5HEED GRADE. 3. AREAS OVER 5000 SQUARE ff-ET TO BE PAVED MUST BE PROVIDED WITH A CRUSHED ROCK 5UBPA5E OR OTHr- APPROVED ARMORING WITHIN A MINIMUM OF .5EEVEN ('; } DAYS AFTER REACHING GRADE. 4. HYDRt 5FED OR PROVIDE" PLASTIC COVERING AI..L PROFO5ED EXP05ED LAN05CAPED AREA!, IMMrDDIATt_LY ASR CON57RUCTION', 5. A CERTIFIED PROFESSIONAL.. IN EROSION AND 5E DIMEWI CONTROL WHO WILL BE ON-51TE OR ON CAU AT ALL TIMES. WILL BE IDENTIMED BY THE CONTRACTOR, TOPSOIL STOCKPILES I. 5TOCKPILEE5 SHALL BE 5TABIUZED (WITH PLA5TIC COVERJNG OR OT"M APPROVED DEVICE) DAILY 13ETWEEN NOVLEMMK I AND MARCH 31, 2. IN ANY SE=ASON, SEDIMENT LEACHING FROM STOCK PILES MU5T BE 1 Q5ITIVELY fffVENTED. 3. TOPSOIL SHAM NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGRADE 15 CK(X551VELY WET, GR WW 1EN GtONDIT IO V5 EXI51 THAT MAY OTHERIM5E BE DETRIMENTAL TO PROPER GRADING 0R PROPOSED SODDING OK SEWING. 4. r9EVI0J5Lr E5TAbLJSHE'.0 GR`ADt5 ON THE AREA5 TO BE TOPSOILED 5HAL L BE MAINTAINED ACC..ORDENG TO THI APPROVAL PLAN. VE=RTICAL DATUM NrIVD 29 TC RTC POINT 838 MEI'DIAN, WABMINGTON STATE PLANE COORDINATE SYSTEM NAD 83" 1, 5011TH ZONE 4GO2 YELM LDS CHURCH IMPROVEMENTS PROJECT DRA\MNG THUR5TON COUNTY, WA. EROSION CONTROL NOTES AND DETAILS PROJECT #: 2007104764 0 0 000 PRONDE 3/4' TO 1 1/2' 000 WASHED GRAVEL BACKFILL 100 ON BOTH SIDES OF FILTER , / o° FABRIC FENCE 000 L_°- 2' x 4' WOOD POST ALT, STEEL FENCE POSTS REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: FILTER FABRIC FENCE DETAIL 02-,991 R. ST s, (ONAL ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: p expires 2 years from acceptance date STANDARD EROSION CONTROL NOTES SILT FENCES I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT To THE LENGTH of THE immm To AVOID U5r- OF JOINT5. WHEN JOINTS ARE NECE55ARY, FILTER CLOTH SHALL BE 5PUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM GANCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. P05T5 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 LINE OF rO5T5 AND ur5LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE= ME5H SUPPORT FENCE SHALL BE FA5TENED SECURELY TO TrIE UP5LQPl 51DE OF THE P05T5 USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG. TIE WIRES OR HOG DINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHE5 AND SHALL NOT DffND MORE THAN 36 INGHE5 ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD 5TRfNGTH FILTER FABRIC SHALL BE 5TAMED OK WIRED TO THE FENC,T`., AND 20 INCHES OF THE: FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT DMD MORE THAN 36 INCHE5 ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAT LED TO DUSTING TKEE5, G. WHEN LXTRA-STRENGTH FILTER FABRIC AND CLOSM POST SPACING 15 USED. THE WIRE ME5H SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UP5LOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE IN5PECTED IMMEDIATELY AFTER EACH RAINFALL AND AT L.EA5T DAILY DURING PROLONGED RAINE:AU- ANY REQUIRED REPAIRS SHAD; BE MADE IMMEDIATELY. TREE PROTECTION FENCE NOTE: TREE PROTECTION FENCING SHALL BE IN5TALLED AROUND ALL TREES TO LSE PRI=SERVED, THE FENCING 15 TO BE INSTALLED AND IN5PIECTED BY THE THUR5TON COUNTY INSPECTOR PRIOR TO ANY GRADING ACTIVITY. NO CONSTRUCTION ACTIVITY 15 ALLOWED IN51DE THE TRIP PROTECTION AREA5. HYDROSEEDING I, 5EED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER. 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30. ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G..GEOTEXTIL.ES. JUTE MAT, CLEAR PLASTIC COVEERLNG). 3. 5EED 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 DIS, 5WALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL 13F FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. G. FERTILIZERS ARE TO BE USED ACCORDING TO 5UPPUE'R5 RECOMMENDATIONS. AMOUNTS U5ED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER, BODIES AND WETLAND5. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENE+/ER EXCAVATION OF THE 51TE EXP05E5 PL=AT, 5.00F1' CLAY, QUICK5AND, OR OTHER UN5UITABL,.E FC)UNDATION MATERIAL., SUCH MAT, ERIAL. SHALL BE MAOVED To THF Or, §i 1 DIRECTED BY THE ENGINEER AND BACKFILLED WITH 5UIT'A131-E FOUNDATION MATERIAL, UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE 51TE AND HAULED TO A WASTE SITE OBTAINED BY TH CONTRACTOR, THE CONTRACTOR 5HALL FURNISH AND PLACE 5UITABL,E MATEFJAL MEETING THE M05T CURRENT EDITION OF THE 5'EATE OF WASHING-rON STANDARD 5PECIFICATION5 FOR ROAD, BRIDGE, AND MUNICIPAL CONSTKU4.'TION AND UBC RbQUIR15E NTS. MEA5UREMENT AND PAYMENT SHALL BE MADE Uf PER TON OP� MATERIAi. EXCAVATED. DEWATERING FOUNDATIONS, U-PUTY TRENCHE5, AND AEL 0 T,�itR PARTS or THE CONSTRUCTION 51TIE SHALL LSE DEQ#AT FRED AND KEPT FREE OF STANDING WATFR AND MUDDY C0NDn,-i0Nr5 Aa Nlra; d�Al ` DOR, THE PROPER, EYECUTION O "TI E W YORK. THE CONTRACTOR SHALL rURN15H, II TALL, OPERATE. AND MAINTAM ALL DRAINS, 5UMP5, PUMPS, AND ALL OTHER E-QUIrIvIff IT KtQLIIREO To PROPERLY DEWATER THE SITE AS SPECIFIED. DEWATMNG 5Y5TI M5 THAT CAUSE A L055 OF 501L FINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES 1. EROSION CONTROL MEA5URE5 ARE NOT LIMITED TO THE ITEMS ON THESE PEAN5. THE CONTRACTOR 15 M5FON51BL.1E FOR THE IN5TALLr4TION AND MAINTENANCE: OF ALL EK05ItON CON i KOL ME.A5URf5, NO SILTATION OF EEX15TING CSR, PR.001`05fED DRAENAGE FACIUTIE5 5HALL BE ALLOWED, CARE ;SHALL BE TARN TO PKEVEIwEi' MIGRATION OF SILTS TO OFP-5117 PR0PERTIt5. ALL DISTuRom P-Akrm GAU5W'd'y C;ONTKAGTf3R.f, ACT!VITIM 5HALL BE 11YDR05EEDED. 2. STABILIZATION OF ALL ff"E0 AREAS WILL BE REQUIRFL7 WITHIN 48 HOURS AFTER REACHING FINI5HEED GRADE. 3. AREAS OVER 5000 SQUARE ff-ET TO BE PAVED MUST BE PROVIDED WITH A CRUSHED ROCK 5UBPA5E OR OTHr- APPROVED ARMORING WITHIN A MINIMUM OF .5EEVEN ('; } DAYS AFTER REACHING GRADE. 4. HYDRt 5FED OR PROVIDE" PLASTIC COVERING AI..L PROFO5ED EXP05ED LAN05CAPED AREA!, IMMrDDIATt_LY ASR CON57RUCTION', 5. A CERTIFIED PROFESSIONAL.. IN EROSION AND 5E DIMEWI CONTROL WHO WILL BE ON-51TE OR ON CAU AT ALL TIMES. WILL BE IDENTIMED BY THE CONTRACTOR, TOPSOIL STOCKPILES I. 5TOCKPILEE5 SHALL BE 5TABIUZED (WITH PLA5TIC COVERJNG OR OT"M APPROVED DEVICE) DAILY 13ETWEEN NOVLEMMK I AND MARCH 31, 2. IN ANY SE=ASON, SEDIMENT LEACHING FROM STOCK PILES MU5T BE 1 Q5ITIVELY fffVENTED. 3. TOPSOIL SHAM NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGRADE 15 CK(X551VELY WET, GR WW 1EN GtONDIT IO V5 EXI51 THAT MAY OTHERIM5E BE DETRIMENTAL TO PROPER GRADING 0R PROPOSED SODDING OK SEWING. 4. r9EVI0J5Lr E5TAbLJSHE'.0 GR`ADt5 ON THE AREA5 TO BE TOPSOILED 5HAL L BE MAINTAINED ACC..ORDENG TO THI APPROVAL PLAN. VE=RTICAL DATUM NrIVD 29 TC RTC POINT 838 MEI'DIAN, WABMINGTON STATE PLANE COORDINATE SYSTEM NAD 83" 1, 5011TH ZONE 4GO2 YELM LDS CHURCH IMPROVEMENTS PROJECT DRA\MNG THUR5TON COUNTY, WA. EROSION CONTROL NOTES AND DETAILS PROJECT #: 2007104764 WE ID STRUCTURAL FILL NOTE: CONSTRUCTION OF ANY 5TRUGTUKAL HLL 5ECI ION SHOULD FOLLOW ALL RECOMMENDATION5 OF 501!5 REPORT BY BRADLEY -NOBLE GEOTECHNICAL 5ERVICE5 DATED JUNE 12. 2007; JULY 25. 2007 AND MARCH 10, 2008 LEGEND: ---�r 5TORM DRAIN E ROOF DRAIN UNE NEW AC PAVEMENT NEW "ER LOC'PMVI OR SIMILAR PERVIOUS PAVER5 + NEW/ CONC 51DEiWALK M NEW CATCH BASIN 005T CONC 51DEWALK SURFACE FLOW DIRECTION w MN15H 5POT ELEVATION M5T. 5POT ELEVATION -XXX-- EX15T. CONTOURS STORM DRAIN CLEANOUT M5TING CATCH BA51N WET VAULT NOTE: THE WE -T VAULT MATERIAL TO 13E CORRUGATED HIGH DEN5TTY POLYL■THYLENE PIPE (CPEP)-5MO0TH INTERIOR. WET VAULT MATERIAL MU5T ACCOMMODATE 1-15-20 IOAD5. WET VAULT SHALL BE PLACED ON NATIVE MATERIAL WITH SUITABLE BEDDING. STORM DRAIN CATCH BASINS 08/29/07 IFMA REV1510N5 PER THURSTON COUNTY COMMENT5 DRAWN BY: DE51GNED BY NLA NMW I.E. CB # TYPE STATION OFF5ET RIM I . E. IN OUT 1 TYPE I 9+09.88 16'0 RT - F.O.C. 342.27 - 338.57 (12*) 5W 2 TYPE I W/ . 9+2045 3418` RT . 343.00 338.46 (12*) NE 338.46 (125) 5 WLID U D REV1510N5 PER CITY OF YELM COMMENT5 JOB NO: 40504 I .20 NO DATE F-31 TYPE I W/ 9+82.29 33.14' RT 342.78 338.15 (! 2") N,5 338.15 (121 W 50UD UD 4 0 TYPE 1 9+82.44 53.05' RT 341.81 338.05 (121 EW 338.05 (12)5 5 TYPE 1 9+82.51 83.08' RT 340.70 338.20 (815.NW 338.20 (8) I- © TYPE 1 9+63.83 120.6T KT 340.33 - 8.4 TYPE I I 0+64.23 83.23' RT 541.70 - 338.G I � 1r_.I TYPE 2 WI I 0+88.03 75.0' RT 34 ! .85 338.05 (120) N 336.05 (12) W 50UD UD _ _ .__ .-__--- 335.05 (6') N 9 F91 TYPE I W/ 10+87 31.44' RT 342.85 339.46 (!2)E 339.46 (127N 5OUDUD I O TYPE I 10+87.13 16.00' RT - F.O.C. 342.16 338.77 (I try 5 338.77 (128) W I I TYPE i 11+39.83 16.00' RT _ F.O.C. 342.01 - 339.04 (121) N 'D15TANCE5 5HOWN ARE TO THE CENTER OF THE GRATE UNLE555 OTHI51E NOTED •DETAIL5 5HOWN ON DRAWING C3.1 EXISTING PARKING NOTE: UFON COMPLETION Or THC rROJCCT. CONTRACTOR 511ALL APPLY A 5LURKY SEAL IN ACCORDANCE WITH THE CONSTRUCTION 5PECIFICATION5 TO THAT PORTION OF THE PARKING AREA THAT WAS NOT RFCON5TRUCTED. CONTRACTOR SHALL RE5TRIPE PARKING AREA FM DETAILS ON ARCHITECTURAL. PLAN5. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON PROPERTY UNE (TYP.) STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: 0 CON5TRUCT NEW A5PHALT PARIVNG AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 { 2) IN5TALL (3) - 98 LIP 50 WET VAULTS PER DETAIL (1) ON DRAWING C3.1 �� CON5TRUCT 1 15 Lr X 22' WIDE X 4.5' DSP INFILTRATION GALLERY W 1 5TORMTFCH 5C-740 OR APPMVED EQUAL PER DETAIL (2) ON DRAWING C3.1. IN5TALL IN5PECTION PORT5 AND ACCE55 R15M PER PLAN AND DETAILS (5) AND (6) ON DRAWING C3.1 4 5TA 1 1 +54.0, CSL. Or DRIVEWAY. INSTALL TYPE I CEMENT CONCRETE APPROACH PER DETAIL (4-9) ON DRAWING C3. I 5TA 9+46.3. CIL. OF DRIVEWAY. IN5TALL TYPE I CEMENT CONCRETE APPROACH PER DETAIL (4-9) ON DRAWING C3.1 7 I -7 { (")'T/l}I/ 1wJsiAiMRff1 &WwAAA IN5TALL CEMENT GONG TRAFFIC CURB PER DETAIL (17) ON DRAWING C3.2 CON5TRUCT W5DOT M I HC RAMP PER DETAIL (F-40.10-01) ON DRAWING C3.2 CON5TRUCT NEW CONCRETE PAVERS 5ECTION PER DETAIL (20, 21. 22) ON DRAWING C3.2 V EXOT1NG STORM DIeAIN 5Y!5TEM TO REMAIN 1p IN5TALLTYPE II BARRICADES PER DETAIL (12) ON DRAWING C3.2 I 08/29/07 IFMA REV1510N5 PER THURSTON COUNTY COMMENT5 DRAWN BY: DE51GNED BY NLA NMW �:on-, � 2 03/14/08 REV1510N5 PER THUR5TON COUNTY COMMENT5 CHECKED BY APPROVED BY MR5 DATE 7-28-09 3 04/08/09 REV1510N5 PER THURSTON COUNTY COMMENT5 4 04/22/09 REV1510N5 PER CITY OF YELM COMMENT5 5 PROPERTY UNE (TYP.) STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: 0 CON5TRUCT NEW A5PHALT PARIVNG AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 { 2) IN5TALL (3) - 98 LIP 50 WET VAULTS PER DETAIL (1) ON DRAWING C3.1 �� CON5TRUCT 1 15 Lr X 22' WIDE X 4.5' DSP INFILTRATION GALLERY W 1 5TORMTFCH 5C-740 OR APPMVED EQUAL PER DETAIL (2) ON DRAWING C3.1. IN5TALL IN5PECTION PORT5 AND ACCE55 R15M PER PLAN AND DETAILS (5) AND (6) ON DRAWING C3.1 4 5TA 1 1 +54.0, CSL. Or DRIVEWAY. INSTALL TYPE I CEMENT CONCRETE APPROACH PER DETAIL (4-9) ON DRAWING C3. I 5TA 9+46.3. CIL. OF DRIVEWAY. IN5TALL TYPE I CEMENT CONCRETE APPROACH PER DETAIL (4-9) ON DRAWING C3.1 7 I -7 { (")'T/l}I/ 1wJsiAiMRff1 &WwAAA IN5TALL CEMENT GONG TRAFFIC CURB PER DETAIL (17) ON DRAWING C3.2 CON5TRUCT W5DOT M I HC RAMP PER DETAIL (F-40.10-01) ON DRAWING C3.2 CON5TRUCT NEW CONCRETE PAVERS 5ECTION PER DETAIL (20, 21. 22) ON DRAWING C3.2 V EXOT1NG STORM DIeAIN 5Y!5TEM TO REMAIN 1p IN5TALLTYPE II BARRICADES PER DETAIL (12) ON DRAWING C3.2 I 08/29/07 REV1510N5 PER THURSTON COUNTY COMMENT5 DRAWN BY: DE51GNED BY NLA NMW Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 2 03/14/08 REV1510N5 PER THUR5TON COUNTY COMMENT5 CHECKED BY APPROVED BY MR5 DATE 7-28-09 3 04/08/09 REV1510N5 PER THURSTON COUNTY COMMENT5 4 04/22/09 REV1510N5 PER CITY OF YELM COMMENT5 5 OG/03/09 REV1510N5 PER CITY OF YELM COMMENT5 JOB NO: 40504 I .20 NO DATE BY CKD APPRT REV1510N SITE PLAN NOTE: 51TE PLAN FOR TH15 PROJECT 15 PROVIDED BY HOCH5TRA55ER A55OCIATE5, ARCHITEC'T5 STATIONING NOTE: INTER5EC"T`ION C)L OF CLARK ROAD AND YELM AVE E = 5TA 0+00 STRIPING NOTE: i 1 IN5TALL CEMENT CONCRETE 51DEWAM PER OETAIL (4-1 1) ON DRAWING C3.2 CON5TRUCT FRENCH DRAIN PER DETAIL (15) ON DRAWING C4.5 CON5TRUCT VERTICAL FACE CEMENT CONCR'.ETE CURB PER DETAIL (2 1) ON DRAWING C3.2 14 CONSTRUCT r'LU5H GURB PER. DETAIL (20) ON DRAWING 3.2 15 CON5TRUCT ROCK WALL PER THUR5TON COIUNTY DETAIL ON DRAWING C2.0 ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORDS r' BY: ATE: I expires 2 years from acceptance date 5EE ARCHTTECTURAL PLAN5 FOR SHED WALL DETAIL IN5TALL CONCRETE WHEEL 5TOP PER DETAIL (I 6) ON DRAWING C3.2 IN5TALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 19 CON5TRUCT W5DOT TYPE 3B 51DEWAM RAW rtR, DETAIL (r-40-15.00) ON DRAWING C3.2 YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. GRADING AND STORM DRAINAGE PLAN PROJECT #: 2007104764 CONTRACTOR TO U5E WrR-FME CARL; WHEN EXCAVATING TO IN5TAI1 CATCH BA51N. WATER UNV IN CL05E PROXMITY. 5EE DKNWING C4.2 FOR FRONTAGE IMPROVI~MENT5 CONTRACTOR TO U5E EXTREME CARE WHEN F-XCAVATING TO IN5TALL CATCm BASIN. WATER. UNE5 IN t -105I PROXIMITY. DRAWING C3.O SHEET 5 OF 14 r PROVIDE SWO AC4E,55 1U5ER PER a. DETAIL TH15 5HEET. n n D u N 12*0 PVC FROM MANHOLE #4 IE = 338.05 36"0 ACCE.55 R15ER 5TANDARD LIFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWM D TO ACCESS FRAME AT TOP Of ACCF55 RISER i Q i PROVIDE 36'0 ACCE55 K15ER PER DETAIL TH15 5HEET. t5jLF 12" 0 PVC 5=0.0 PT/PT IE = 335.05 FfN15H GRADE 12'0 PVC 00% IE = 338.05 --334.05 PROVIDE 36"0 AME55 R15ER PER DE'T'AIL TH15 5HEET. 12"0 PVC TO MANHOLE #8 IE = 338.05 -- t5LF 1210 PVC G10 PVC TO MANHOLE 5=0.0 FTIET IF = 335.45 IE = 335.05 0 6010 H20 -RATED CMT SMOOTH INTERIOR, WET VAULT ® 5 - 0.0 FTJFT. IE 334,05 WET VAULT DETAIL SCALE: N.T.S. 4&0 TYPE 2 CB RIM = 341.85 It IN 338.05 12" N IE IN=335.056'N IE OUT = 336.05 12' W WET VAULT DRAIN DETAIL SCALE: N.T.S. CATJ1 BUM FRIUM AND %"M GMT& OR MAIM FOS AM CUM H MPHW oR�An WMPWaADAISIRIM � MAr am Tex+ 1 WIM (TW4 �- MgIIr tom. �a Et tri , ORVAL MCMI_ FM ram 2ge1E seoRea .� � Tr SEPAIMTE NABS lITF9RAL MIA!! MBr4NO Ari PnMCJ1/!Mf W IIrYt tr ` '.ii�•irT.iA ` r rs�metcamoMll IlE'ANATE BATE Prams` TYPE 2 CATCH BASIN 12-0 PVC @0.5% TO INFILTRATION GALLERY IE - 336.05 335.05 PROP05ED PAVEMENT 5ECTION WFtl-COMPACTED ---- FILL (TYP.) DRAINROCK ('TYP.) PROVIDE ACCE55 LADDER Mom 1. No /YPI{ Mw ssww d w1bw �x is 4' Or New 2- Ths bottom of dw p -W e�Mie blain enm to doWd b feetita� dewli+it 36 no fame MW ba mat Rem felt g4Wk rd a®glionMy be kiaiftl�d wih Sw Aaogs up m down 4. f6ldtleoute"hews a *A *NOUN Of T MWrmM to 20 mmAmua. Pmvide a I -W ndnwwm 9pP beb4raen Mee IaIOoklout Wel and the auielde of the pipe Adbr Z=0441 p�etppss r rwsM.d, � 6In 9"P rpb fart ervYter 1n aaomdenn" x16t sroawrrd 9petlkJ00110441 SCALE: N.T.5. CATCH BASIN DIIY>=N$IQNS C/tTCH 1,,r�SAM ��NM MAl ��IA/�\IVY v I 08/29/07 48" 4I" w 3d" � 1T Z I 0,16 84" 4.5' 0' �' 8° � -IS° 1110 0.18 6Q c e" 49 2 03/14/08 T2" fr' B' 9 3 04108109 as- fes. ffJ Ir 0 r - Gael 0.2e 9S" S 12' T 4 04/22/09 18 aw WH afov �' 'li r I 5 06/03/09 w NO DATE BY CKD APPR 12-0 PVC @0.5% TO INFILTRATION GALLERY IE - 336.05 335.05 PROP05ED PAVEMENT 5ECTION WFtl-COMPACTED ---- FILL (TYP.) DRAINROCK ('TYP.) PROVIDE ACCE55 LADDER Mom 1. No /YPI{ Mw ssww d w1bw �x is 4' Or New 2- Ths bottom of dw p -W e�Mie blain enm to doWd b feetita� dewli+it 36 no fame MW ba mat Rem felt g4Wk rd a®glionMy be kiaiftl�d wih Sw Aaogs up m down 4. f6ldtleoute"hews a *A *NOUN Of T MWrmM to 20 mmAmua. Pmvide a I -W ndnwwm 9pP beb4raen Mee IaIOoklout Wel and the auielde of the pipe Adbr Z=0441 p�etppss r rwsM.d, � 6In 9"P rpb fart ervYter 1n aaomdenn" x16t sroawrrd 9petlkJ00110441 C COrnlpaied Pr3ieo ftWo Storm Saw P%- Sp- Q-QO'2% C: fele- Rose. 6-05.12(7)3 REV15IONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENT5 REV1510N5 PER CITY Of YELM COMMENTS REV1510N5 PER CITY OF YELM COMMENTS REV1510N FIN15H GRADE SEC. 30, T17N, R2E, W.M. 1 THURSTON COUNTY, WASHINGTON 5EE TYPICAL PAVING 5ECTTON DETA€ L ON DRAWING C3.2 INFILTRATION GALLERY 5TORM CATCH BASIN DIIY>=N$IQNS C/tTCH 1,,r�SAM ��NM MAl ��IA/�\IVY y�� MP�.�Y ItA)auulff Paoculour �n �iF m4Balt! BAW R6WVWMix $MEL °p��',f.'. .�' r�nc w ealclf ofal�naN �(r+wTVAM�,.n may. �y� ��l�w �1�i��A� ,y�� ^'�"ef�YII�V Yi'T.VIT�OI�iC Y�I W.VO. O'WY 48" 4I" w 3d" � 1T Z I 0,16 84" 4.5' 0' �' 8° � -IS° 1110 0.18 6Q c e" 49 0.25 0.25 T2" fr' B' off N3- 03'� 0.24 as- fes. ffJ Ir Tr= r - Gael 0.2e 9S" S 12' 64 11Y 099 _ 0,29 C COrnlpaied Pr3ieo ftWo Storm Saw P%- Sp- Q-QO'2% C: fele- Rose. 6-05.12(7)3 REV15IONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENT5 REV1510N5 PER CITY Of YELM COMMENTS REV1510N5 PER CITY OF YELM COMMENTS REV1510N FIN15H GRADE SEC. 30, T17N, R2E, W.M. 1 THURSTON COUNTY, WASHINGTON 5EE TYPICAL PAVING 5ECTTON DETA€ L ON DRAWING C3.2 INFILTRATION GALLERY 5TORM NUMBER LENGTH WIDTH BOTTOM INLET HAMBE OF ROW5 jam- avec. "&M ELEV. I ELEV, 5C-740 4 1 118.00 1 22.00 333,40 335.65 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICA11ONS 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 EQU(�AL s�-a- CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3" ASPHALT CONCRETE PAVEMENT 2" CSTC (NATIVE SOILS) 6" BALLAST AVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. C'd% -7Afl C*Lir% n.n INFILTRATION GALLERY DETAIL SCALE: N.T.S. -MIN. 0.25' ACP PATCH �C3 s _ � heti 36"0 0.67' COMMERCIAL CONCRETE! NOTE: 5'0 CPEP OPENING IN LID FOR U51r OF MANHOLE HOOK I5 REQUIRED. ACCESS RISER DETAIL SCALE: N,T.5. CATCH 111"IN TYPI< a STANDII W PLAN W18.20 -ft OHM 11 OF I SHM APPROM rW P1161JCAf10N AWW A PWlfpMO 06-Q><dld PAVEMENT 4" PVC RISER SC -740 CHAMBER AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE FLOOR BOX FRAME AND LID W/S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP FRAME AND VMID OMTE '4s► 6 x/ r ' f PIPE ALLOWANOEO RVE MIATEIMAI UAXWM pM1MT11Y wwopmv OR 1� PMN_ Ftm 4_'.. _ ALL WrAL PIPE Ir 1 jam- avec. "&M aa_ta Mul PVC 8P6C.19(1H ��" - - PROF" VI[ALL PVC a�m. apm a-.t�:w _ �_-- I I. Asaw"ble aliarna ks 4mn In #w ET BAN W'm fel66h t 9*V O mirlilman aws of 0.12 kick" prat NI7oIl hWj be uaW w1h the minimum mpjkw row flhum in the ALTgp&k W PRECAW iaSME �. W� mash WW not be pbcad in the 2. Th& kin w*Jx* 4f1TIAEBr ahmlR rWO be graftr Then 2M. M,root*oute sha how awl of 2` rnkdrlTum to 2A* mw*num Prr)Mide MAfl ei I Z- SIaP �i 0td Wd end the oubkie of the pile. BtSnfielrld to 90 wb � modes in am mliertram 3, The 111101 flrllloll dapst loolri dw t dMW grade to tltee tcl A&M P06 Invert a" be T. 4 Tisa m an rab>a bti811j�!! up dawn. The! � VIAND ir1 re,o3t b[+ ret hln b int' a s�➢n£ OP I. 6" ort 129 a. T PnCBM Oft* SeCOM a FaUrgied #WX aW ft %Valle nay y be abated at a r of 124 or S. .nw 4 4" be rfw=WW NAS[ dw iM of ihs pmcnt gees sedion. _ �IO0 BEAR H OOP FM 12' � rr 7. Ail r tP tt** 9h91 bO WWW hail aft ft Wq* bas beam pbowl. RECTANd1ULAR ADJUTrN 3EcmN `� r �J 03 BAR EAGH 0011NER //J >!m BAR EACH CAi�iER - y t '� • 'j i I fes. ffJ wmow. 18 aw WH afov �' 'li r I 1 X10 BAR PlOK9P ' `~..-'fir-• :� L'�...f'.. .,r 08 BAR EACH MY PRECAST BASE SECTION___._.. SEE NCYTE � ALTC�IiiAtIM1= iPR1ECAST BIASB SECi1DNt eo'_ TYPE�1C�ATCH BASIN CLASS "C" CONCRETE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE off o� i° of 10 0� 10 0� t� of �o of �o 6l �o 0 18" �D MIN. MAX. INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER SCALE: N.T.S. ' NOTE: CHAMBER SYSTEM DESIGN MLJST BE IN ACCORDANCE WITH STORMTECH DESIIGN MANU 20 Beaver Rdad, Suite 10.4 STOWTECH LLC CONCEPTUAL PLAN DISCLAIMER Wetherslelld, CT 06109 THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT THAT Phone: 8818'$92-2+594 WU HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING, FIT AND APPLICABILITY OF THE �,,,,,,, �,„_„„qw Fax: 866=328 8401 w"114tsta 117 STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. [T !S THE ULTWATE RESPONSIBILITY OF TRE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM Subsurface Stormwelei Manogement - www.storrntech.com DESIGN IS IN FULL CMPUANCE WITH ALL APPLICAAL£ LAWS AND REGMATIOP S. SIDIMFCH _ � BE ECH LLC DOES N04ED AND OTTAAPPRO PLIN ANS. SIZING, IMTH OR°SYSI�IS MIMMUM DE THE INSPECTION PORT DETAIL - DEStldING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS - SCALE: NTS CHECKED DATE: ACAD No. DRAWN BY: SHEET CJF INFILTRATION GALLERY INSPECTION PORT DETAIL �J SCALE: N.T.S. jDtlAWN BY: DE5IGNED BY NLA NMWECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th A venue SE, Suite 309 7-28-09 Lacey, Washington 9850,3 (360) 292-72.30 Fox (360) 292-72,31 J06 NO: 406041 .20 ti v ifs _11.- 7.L CATCH DAAW TYPIN 11 STA14DARD PLAIN am" 4 or t WM=f APPfIpgllWl PM PtBIICA"MM mai P461 AMffAsawmm- oe�oi-ae �e�., MIM. DMMa�erdT�r�lye PAVEMENT r PAVEMENT GLADE SECTION 1.0' t1S' COMMERCIAL CONCR ......1 -.. - - RECE55ED HANDLE TYPE COVER OR OLYMPIC G' NON -FOUNDRY UES -550 a PERFORATED � �► l ; j PVC PIPE 5" i " -_ ot"Aric FOUNDR`• P 100 _ 6 /4 V6-950, OR INLAND MUNDRY #248 5" 4 VALVE 50X WITH `- -V4a '�3TOR,Irt" .`,mss IN UP STORM CLEANOUT DETAIL IN PAVED AREAS) 5CALE: N.T.S. w. y L-XPANSION k �r(7ra� >> \ \ C xj JOIN r= �Y - VPRILJ SIDEWALK ti I 1"2" LIP v 1 �..- IJ.uR � Cu T f _Fi 6 16° nt_ err L r SECTION a -A ------ 1/2 tt-+ --- 1/2. elf-; { AD IIJsT vAr11H As--- \ SLIJPr_ 01- 1, 1 AS 5f_E NOTE i ja _ RECOMMENDED JASIC DRIVEWAY T )l h AFPR`TAC.H th1DiH5 q 4, NOWNALR U -CUR NT 13rI {,,tTE' WIDTH 2� GO aG = 3 CI1I r.E ONE --WAY 10' 15' 20' j I TWO -WA Y 13' 30' 4o' V ( F __-DEPT. LF f' t, ; fl 1WRKS- NOTES: _ _. 1. WHERE APPROACH EXCEEDS 16' WICTH % FLILi i E` -�'1 DEPTH EXPANSION JOINT SHALT BE `'LACED 1 � f._, j-` LONGITUDINALLY, CENTERED iN TI1E At•1-`R,tq(;H. I \ I -"- I _ A C 2. FORM AND SUBGRAOE INSPECTION ARE RE(]UIRED APPROVED ---- BEFORE POURING CONCRETE. 1 DWG. NO, 3. REFER TO SECTION 48.140, YELM Ot VELOPMENT - -- -_ZI cAl?riFl INFz; .� ---- Jru 2 %;I `1 A CEMENT CONCRETE APPROACH SCALE: N.T.S.R. �ACCEPTED AS NOTED THURSTON YELM LDS TY IMPROVEMENTS PROJECT oFCOUNTY PUBLIC WORKST7 CT THURSTON COUNTY, WA. isTF.R�� '� d� BY ATE:. GRADIN Q G AND STORM DRAINAGE DETAILS N A 1,expires 2 years from acceptance date PROJECT: 2007104764 MERIDIAN: i WA5HINGTON 5TATE t'LANr! COOKDINATE VL�"RTICAL DATUM 5Y5TEE� NAD 33W I , RUTH NGVD 29 `G ZONE 4 2 FR€'`� �1i+I'T �`.:�a3 DRAWING C11 51-sEI^ �; OP I 5 5' S' EDGE AROUND EACH PANEL I - BROOM FINISH -- EXPANSION JOINT --SCORE MARK EXPANSION -._.-_ - - JOINT PLANTER STRIP_ - (AS REQ,) CURB & GUTTER -� SIDEWALK- - PLANTER STRIP -5' MIN (AS REQ.) -2% R=1/2" TYP. Q 4" MIN.\%� \ NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOI_DED JOINT FILLER FULL THICKNESS OF CONCRETE, 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. CITY Of YL LM 3. SCORE MARKS SHALL BE t1/8" MOE BY ti/4" DEEP. FOR [)(f�T. OF PUBLIC WORKS SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE -�- MARK SHALL BE MADE ALONG CENTER OF WALK. t, A A I T i �\ i 1 j , IF j` �- 4. EXPANSION JOINTS SHALL BE INSTALLED iN CURB AND \ f TVI € vJ /I \l R I GUTTER AND IN SIDEWALK( AT PC AND PT AT ALL CURB SIDEWALK RETURNS. EXPANSION JOINTS SHALL BE PLACED IN -- SiDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. NO. GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE 4-11 DES. OWN. CKD. AT JEG S --C S -C S -C 10/3/94 CEMENT CONCRETE SIDEWALK SCALE: N.T.5. RMM PM I OF AND I�Tt(iNP,) MM7EMM" "OK as rex RATtP � 1 � PLANUM I PlJlpMM LAYOUT 4 uYcxrr S am N177E 2 8EE NOTE 2 2 - a - a117111=9" VOMnrl PATTM (8EE DIEWO LOAM OM1® RMP 6 '>'96 4AX a. $ WJ1stI1 RIOMDNm1Y V= f p OMEN" IAINTB a QIu"M 8011500" c� i e7�Dr�PIJ1i1) 101-.. Iof - as MIN. i _ TOP OF CUINI, on earn i1% MAX s M moi' ROAM WY AND I�tlrTrsl C9LBir rapMCFeE7E _ .I RM Bongo" ��- GeI1RN a �n TE anal" HIM O 1Y -ar MM. ,OF ,,i 11GAOhANY QOdMITT MOBS" #iB1ENi ODtiGMIETft TTM E■ICMN J POui%e I I R/W R XW M m s n C- �� N Tt E;' 16' 7 5' r m -- rn # � zj -U N 2 I*t ➢ A :v D , ' > ? GENERAL NOTE5 (5ANITARY SEWER MAIN IN5TALLATION) 2 03/14/08 I . ALL WOR MAN5HIP AND MATMAL5 5HALL, DE IN ACCORDANCE WITH CTrr Or Ymm 9TANDAKD5 AND THE MAST CURRENT COPY OF THE 5TATI= OF WASHINGTON STANDARD 5PECIFICATION5 FOR ROAD, BRIDGE AND MUNICIPAL CON5TRUCTiON (W5DOT/APWA). p 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM 5HALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START of CONSTRUCTION. S. 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 Q PERMITS. 4. A PRECON5TRUCTION MEETING 5HALL 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 EX15TING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. S 6. THE CONTRACTOR SHALL BE FULLY RE9PON515LE FOR THE LOCATION AND PROTECTION OF ALL ©C15TING UTILI-TIE5. 1HE CONTRACTOR 5tiALL Vt:Kjrr ALL LITIUTY LOCATIONS PRIOR TO CON5TRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT I -&X)-424-5555 A MINIMUM OF 46 HOURS PRIOR TO ANY D(CAVATION. N 7. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 124 TO 18" UNDER THE PROPOSED 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 5Y5TEM5, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COP'S WIRE WRAPPED AROUND ALL PLASTIC PIPE, o BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 5[7" OR APPROVED EQUAL. THE TAPIE AND WIRE SHALL. BE FURNISHED BY THF CONTRACTOR. 8. ALL BURIED POWER FOR STEP 5Y5TEM5 SHALL BE IN5TAU M WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE N PLASTIC NON -BIODEGRADABLE. METAL CORD BACKING MARKED'POWM. TAPE SHALL BE FURN15HED BY CONTRACTOR. 9. BEDDING OF THE 5EWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 10. TEMPORARY STREET PATCHING 5HALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY 5TREET PATCHING SHALL BE PROVIDED BY PLACEMENT NO AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RE517ON5I51.E FOR MAINTENANCE AS REQUIRED. 11. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PRE=VENT INFILTRATION OF EXISTING AND PROPOSED 5TORM APPR DRAINAGE FACILITIES AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) A5 REQUIRED, 13. IT SHALL BE THE RMPON51BIUTY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 14. ANY CHANGES TO THE DE51GN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 15. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WTTH THE ABOVE -REFERENCED 5PECI FICAMoN FOR TESTING WATER MAINS. (SEE 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 YM,M. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEMCIENCIE5 AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND IN5PECTION5. IT SHALL BE THE CONTRACTOR5 R 5FON5IBILIiY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SHALL 8E LOCATED ON GARAGE WALL OR REMOTE 1*05T, UNLESS OTHERY45E AUTHORIZED BY THE CITY OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDU5TRRE5 OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID 5WITCH MUST BE LOCKABLE OR HAVE A LONGING COVER TO HOLD AN OLYMPUS TYPE BP 125, 30MM PADLOCK. 19. INSPECTIONS FOR ON51TE 5TQ' IN5TALLATION5 ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMIENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING IN51'ECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION. EXFiLTRATION TEST C) 5.5. PRESSURE TEST D) SERVICE UNE PRE55URE TE5T Q FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANE. OR POWER METER MUST BE PRZ55URE TREATED. 21. AT THE END OF ALL STEP LINE 5TUB-OUT5. SHALL HAVE A 4' X 4' POST AND A REBAR SHOWING THE END OF 111E LINE. NEW STORAGE BUILDING, 168 S.F. 348 347- 346 3.15 NEW PARKIW,'ST,AI ISS 1/2" WATER UNE NOT LO )fPGRAPHIC 5URVM E kn NB ED 10t JILT 1!J ATI. dot is L .Z- 35) -�.-"- � `'iso♦ Cy 545 IN�l LF -rF I/2' PVC-., 1 ,�1 S 8834'02 " it i 66J 16 EXIST. L 61-'47 - /EXIST. C� M. BLD, SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON COMPOSITE UTILITY PLAN NOTES: 0i INSTALL 1-112"X I-I/2'X 1-1126TEE INSTALL 450 BEND INSTALL 900 BEND RELOCATE IS£#STING FIRE HYDRANT IN5TAL.L Cm X C" X G' TM �6 INSTALL 6' 5EWER, CLEANoulT PER DETAIL. (7_7) ON�.,kWING C.43 0 INSTALL 45° STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 SEE SHEETS C4.1 THRU C4.3 IN5TALL 2' SERVICE CONNECTION PER DETAIL (7-1) ON DRAWING 64.3 FOR CONTINUATION (�q� I , I. 5EWEK GATE VALVE - SEE DETAIL (7-21) ON DRAWING C4.4 7 ! 5 f 1 ) 0 INSTALL 4'X 2' REDUCING TEE 5L X 5L X 5L OR PIPE SADDLE 427 LF - 4' SDR 21 CL200 (GSP) I IN i ! � J i I I INSTALL 4" SEWER END Of LINE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 I j Ul LEGEND 5CH 40 5WP f A ; ~-------SS-�- -• GRAVITY SSR LINE SEWER EASEMENT LINE I 0 lP - 2 PVC SDR 21 CL200 (G50 I ! �., STA 9+45.65, 180,5U' RT _�_ �_�---�--;: • - 9+27.00.32. 44' RT T ; , 340 _ _ _-�._ a T'-�''� _-"- __. _ FISTING WATER UNE in 10V - .�... (,,?05FD WATER UNE - A55UMED WATER TUNE t - 342 7 _'= _ - _- -.._ 130 LF '-' _.. ,. 45° BEND (WATT { I 2' PVC Y .5M 21 ( s' '""""`" / '� I ! I 9C° BEND (WATER) - I l 1 7 s ; ! SIJ:EVE _tMT, AT �� TEE 4MTH THRU5T BLOCKING WATER) t 1 * A 9+45,65.51 T RT ! WATER CRO55ING -- i _ I -- - p ,'r RT I - 45" BEND WITH THRU5T BLOCKING (SEWER) j44.. __ a I I 5TA 9+4 65. I ,w R 1 G {. , r / / _ , _.. % U 27 LF - 2' PVC 5DR. 21 CL200 ( �� _ r SEWi:R CLEANOUT f STEP PUMP CONTROL PANEL , 4 N SEWER GATE VALVE ±341. LF -Go M_-_ �1 1.296 APPROXIMATE LOCATION OE XISTI 5ETICDRAIN FIELD 'TO BE REMOVED PROPERTY LINE (TYP.} ♦ , ' EXISTING CHURCH BUILDING 15 397 S.F. 73 L6 i STEP PUMP CONTROL PANEL MOUNTED ON ' HOT DIPPED GALVANIZED UNI -STRUT. ♦ `! NECT TO BUILDING 35 LF - 6' PVC 1.2% I.E.=341.43 14 ` �f WOO TO W A5400NID nR DOE STANDAne. \ Vis♦� If 1141. ( _- ...._.� JMg APPROXIMATE LOCATION OF \�\ EXISTING SEPTIC "'RAIN LIFLi) -o H REMOVED 1 108/29/071 , REV15ION5 PER THUR5TON COUNTY COMMENTS E r- --I DRAWN BY: DESIGNED BY NLA NMW CHECKED BY At'PROVED BY lfkp MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-28-09 Lacey, Washington 98503 JOB NO: 406041 .20 (J60) 292-7230 Fox (J60) 292-7231 r I , j LJ NOif:: TEST OF ALL BAC:KFL4��}� A55EMBUE5 ARE NEEDED AND A COF-, OF THE REPORT SENT TO WATER DEPARTMENT @ PUBLIC WORKS 340 i I C 3 ; 901 WOTON ROAD YELM. WA. 98597 E\ • I `' I I '' { m �1T1NG PARE MywAkT To E ! ! r00'=. CAS I HYDRANT ON': OR y Co I. I RANT NEW IRRIGATION METER PER CITY OF IYELM DETAIL 6-3 ON DRAWING C4.5, 5 n r RI i REDUCED PRE55UR,E BACKFLOW I - - ASSEMBLY FOR PER DETAIL 6-17 ON 5t'A DRAWING C4.5. 1 7 U STA I I +51.50. 18F,50' RT `J 1 EXISTING 8" WATER UNE ,.,' ;r- ;-�`t-{ - �,� ; ,; EXISTING 6' WATER UNE t T11 JI - I 5EE STEP TANK DETAIL NEW R,O,W, LINE (20) ON DRAWING C4.5 I I ! RIM = 344.01 _05- I.E. I.E. = 339.04 )� CALL UNDERGROUND LOCATE TWO i ; + WORKING DAYS BEFORE YOU DIG I.E. = 339.93 I - 5EE MECHANICAL PLANS 1-80 0424-5555 FOR CONTINUATION _ r f✓ - : " APPROVF(7 MR CONcWP I Ir -11i )N DATE: '.1 ) L%t••YL( `I...�.i I DEVIF PMENT RFVQ'0/ f NGR�E_____ , f am R. STS ACCEPTED AS NOTED THURSTON�YELM LDS CHURCH IMPROVEMENTS PROJECT Q� wASF,, COUNTY PUBLIC WORKS THUR5TON COUNTY, WA. �� BY DATE: ONSITE ON .� COMPOSITE UTILITY PLAN AL ? expires 2 years from acceptance date PROJECT #.: 2007104764 MMDIAN: WA5HING T ON STATE ' PLkNE CC)ORMNATIE VERT ICAL DATUM SYSTEM NAS �°;� � , 501.aTH t4GV0 25 ZONE 46()2 TC: RTC POINT b38 DRAWING C4.0 SHEET 8 of I 2 03/14/08 REVISIONS PER THURSTON COUNTY COMMENTS Q v 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS N 5 06/03/09 REV1510N5 PER CITY OF YELM COMMENTS NO DATE BY CKD APPR REVISION DRAWN BY: DESIGNED BY NLA NMW CHECKED BY At'PROVED BY lfkp MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-28-09 Lacey, Washington 98503 JOB NO: 406041 .20 (J60) 292-7230 Fox (J60) 292-7231 r I , j LJ NOif:: TEST OF ALL BAC:KFL4��}� A55EMBUE5 ARE NEEDED AND A COF-, OF THE REPORT SENT TO WATER DEPARTMENT @ PUBLIC WORKS 340 i I C 3 ; 901 WOTON ROAD YELM. WA. 98597 E\ • I `' I I '' { m �1T1NG PARE MywAkT To E ! ! r00'=. CAS I HYDRANT ON': OR y Co I. I RANT NEW IRRIGATION METER PER CITY OF IYELM DETAIL 6-3 ON DRAWING C4.5, 5 n r RI i REDUCED PRE55UR,E BACKFLOW I - - ASSEMBLY FOR PER DETAIL 6-17 ON 5t'A DRAWING C4.5. 1 7 U STA I I +51.50. 18F,50' RT `J 1 EXISTING 8" WATER UNE ,.,' ;r- ;-�`t-{ - �,� ; ,; EXISTING 6' WATER UNE t T11 JI - I 5EE STEP TANK DETAIL NEW R,O,W, LINE (20) ON DRAWING C4.5 I I ! RIM = 344.01 _05- I.E. I.E. = 339.04 )� CALL UNDERGROUND LOCATE TWO i ; + WORKING DAYS BEFORE YOU DIG I.E. = 339.93 I - 5EE MECHANICAL PLANS 1-80 0424-5555 FOR CONTINUATION _ r f✓ - : " APPROVF(7 MR CONcWP I Ir -11i )N DATE: '.1 ) L%t••YL( `I...�.i I DEVIF PMENT RFVQ'0/ f NGR�E_____ , f am R. STS ACCEPTED AS NOTED THURSTON�YELM LDS CHURCH IMPROVEMENTS PROJECT Q� wASF,, COUNTY PUBLIC WORKS THUR5TON COUNTY, WA. �� BY DATE: ONSITE ON .� COMPOSITE UTILITY PLAN AL ? expires 2 years from acceptance date PROJECT #.: 2007104764 MMDIAN: WA5HING T ON STATE ' PLkNE CC)ORMNATIE VERT ICAL DATUM SYSTEM NAS �°;� � , 501.aTH t4GV0 25 ZONE 46()2 TC: RTC POINT b38 DRAWING C4.0 SHEET 8 of I 5TA 7+00.00. G.5° L1' 5TEF LINE GRJND 2*t 2% THEN TRENCH IOK SEWER IN5TALLAFION. "TORE TRENCH PER, THUR5TON COUNTY DETAIL C-41 ON 5HEET C4.5, OVERLAY FULL LANE MTH 2' COMMERCIAL HOTMV z A5FHALT. 01 0 0 Z C342.57A f1d Q) TTI CLI S SIV F- -2' Q) Q) - - - - - - - - - - - - - - - - - - - Q 34282 TOC I -; I LLJ EX15TING PAINTED ROAD CrNTEKLJNF- tu ROAD STATIONING FROM SURVEYED 5ECTION LINE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 9+27-00, 7-23* Ur I N5TALL 4* X 2" RTEDUCING TEE 5L X 5L X 5L WITH THRU5T BLOCKING BEHIND TEE 5TA 9+29.9C. T24'LT INSTALL 4' STEP UNE GATE VALVE (MJ X MJ) PfR DETAIL (7-21) ON DRAWING C4.4 5TA 9+32,00, 7.2 i'Ll' IN5TALl- END OF LINE CLEANOUT PER. DETAIL (7-20) ON DRAWING G4.4 /-1505TING E.O.P. UNE - 53 IF I ?'o PVC; 5 = O,C<),'5 ff/rr 005TING K.O.W. IJNE 3472 77 M- 2 55 CLARK ROAD IC) C) 0 z cm + 0 V ci ILI ku + 4- < �c d U J + tic)! o) o o q,<i z < z U 345 tu V) 4. lu ju LU (n - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - oe CB# I TYPE 1 0,33% -0,25% RJM-342.27 F ---MtjTING ELEVATIONS 0 34011 IE -338.57 (P(AA/kl Of THF ROAD 427 -4-0 51V Nlff: 2 -EXISTING R-O.W. LINE 340 PROP05ED1 ELEVATIONS 5 LCSS- 12Pvc, X)c -0 -TIFT 0 rLOWUNt 5DK 21 CL200 (;5P 335 tui cv I C%J: A 7+00 7+50 b+00 5+50 9+00 9+50 10+00 10+50 CLARK ROAD floKz.: 1 30, V rf, K I.. 0- 4. i 05129107 REV151ON-9 PFR THUR5TON COUNTY COMMEN'll"', DRAWN BY: Dlf`)k:�NED ffy NLA NMN2 03/14/08 Rf -v'151ON5 PER THIJK'--)TON COUNTY COMMENT'-'-, OVEN.} (9-y 3 04/06/09 V15ION5 Pf F, THUR5TON kCOUNTY COMMENTS Consulting Engineers 'HtcrL� BY 'AFIFR LT" MRS 4 04,12 2JO9 Rff-'V'151C-)N�5 PER C(T,� Of YELM 00MMENT5 DATF 4200 6th Avenue SE, Suite 309 Locey, Woshington 9850,3 7-26-09 !D PlIf V15(ON5 Pff-P, CITY OF YELM COMMENT5 (J60) 292- 72JO Fox (J60) 29 - 72X zF� _2 NO DATE by GKD APP'- REV151UN j,9E3 NO, 406041,20 C10 I STA i;0+87'.13 RJM-;342, 16 IE=338-77 � 1 I +C.0 5TA 1 +39.63 RJM-342,0 I f—$39,04 �.o j ! +50 12 +(X) mm 12+S0 335 -.1.1330 13 +0 INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GLJrrTR. PERDL(D 0 7) ON 5t1ttl'G3,2 (D IN5TALL TYPE III 13AMCM)E5 PER, DETAIL (10) ON 5,Hff T C-3.2 0 IN5TALl- CEMENT CONCRETE SIDEWALK F'FK � � DETAIL ; �8) ON C,,, .. 5AWCUT AT K.O.W. CA AND CON5TRXT Mkf-R.OACt jMFRCqrm;ENT5 PER SECTION DETAIL_ (9) ON SHEET C3,2 * SEE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS GRAVITY 5EWER. LINE STEP 5TEP 5EWER. LINE EXIT TING WATER, LINE FP,0P093FD WAIT -P, UNf 45- BEND (WATER) CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 ,(,!M X KEY MAP TEE IhTM T'tlPLJ5T l5L0CFQNG (WAIER) 49" BFW r5l-rX't1Nt:Z (9WwFR,, 5 EVR, (1-1 If A N 0 UT '"riff' PUMP C0KTF,(DL PANEL 5E*'fR. GXrE VALVE Mtfl�JDIAN- WASHINGTON STATE PLANE COOK)INATE VfXfIC-AL DAjL)N4 NAD 8319 I , 150UTH NG"./D ZONE 4GO2 TC RTC P0*4T 636 ACCE- "PTED AS NOT TI UR YELM LIDS CHURCH IMPROVEMENTS PROJECT [)SAI I N C/� C)'Ll NT Y PUBLIC WORKS THLIK5TON COUNTY, WA. rr fiE& 'T' OFFSITE SEWER AND IMPROVEIVI N 0 By li-DATE: TE:R C4.2 CLARK RD PLAN & PROFILE expire ye,(jr-Q from a1cceptance date PROJECT #: 2007104764 STATION 4+00.00 TO 8+00.(jo 1 10" 14 r Cq ri SPLICE TU E)0ST1NC 14 QAU0E TolLblc T_O511EP I Mi C(*" C_ TO EXIST'IiC,I P'VO staact �� 1" KO RA.L VALVE. SL x 51- 1" 3HUX VALVE INSTALLA- O1!!l1Q=i ALL $E*%M LIt11E COMM BOXIM SHALL B' LOCATE] 4' FWN OW OF CIAIN TO UNTER OF CAMSM 911W N PLAWK SIRP ON JCTH SIDES or mpa"r. tLAM COSM KM 3NACL @E LOCATSD S AFAR'T TO CAMS QF WM 2 PAIR Am CWAX VALVES TO K .NSIALLEC N CARSON 80MIES A000410m To 0A11M10. J Sar4ICE WN - CARIM INKISTRIES MQOEL No 141110 IM 1KL110 MGM GM OR EQIiAL CO" MANIMMIO TO IIM:AD 'SE'111W (UW IN Nim -mom No* l4 OA. OF HEAVY NaILATEID CA"MEit 10MNt. MME AL1 TETIMING MII� SPUtS SMALL YE ooMNl�ca�Ta Y'T UM may. KITS 60OWACIM BY .3M /« SEStikltFlE� z7 40 � 6qw PVR wmkG ESIECrhC VALWSLzZ 1` III BALL YPLW. IL a 5L-) 1" PVG SPIE, !JE it SL - 1IiEObUCMM TIm WM MA. PVC SLMWKIN OR PIPs SAMOLF TYPICAL. 1" SERVICE CONNECTION awM:_ Na, r�llKX Vm$ DIIM YOR ?AT E JY I JEG I TP I 4/2407 UK 1' Lb.MN1 TO CON NIXT r-_SIIRK APAl1ATJS AM PMlMRE W -f -MB 1r ON RL5104 FLET W TVALA. WIN ALL VW-TRAIrnC SCAR" TMWI LEAK SUFF4ENT -� w 70 &1" rim PUMP RIWVAL ELM INICIft WARE SQK NT11 CORD aws AL_ CXMMC110Ii6 54ALL BE MAGE WN HiAr %~ Our-akwc-rAs -'k 21' OR 24' pYG� S.APE GROUND AVYAY rWU RSERj 45E R W%L10 14 GAUGE MIF Ilf FRdN )TIP 15F1F TO C awyLltAT15D Kmw INA.L E 3/4' EV CV4",r SM N1tS7t a yIFin"mm Crbr'Aat bit- aow" S31IRCE � SEAr0AM0 ' _. /NLJ? T 4"f f 1 Rii1E.f - a ILL IfP*PtGLAU LID wr FRL'6L AND 1WOPNIX CAND 1' 7tAJFvr- mm Aw VALVE Assr* lLY OMENT BAJ. VALVE A5 $10IN PILL VALVE 1 SNAIL K MFW 12" Jlr10LIT UD I � AasprlETs r "Olb - WALL rO2F-PA801 VIWY. USE IEt11CTANx ADAPTOR ra C'OMO" TANKS ASSMV AS X1 by CITY ON' Yam 1-1/4' DIA. KIT PATER OF Al1A L F 4' IRA. PVC FLOW I Plc maw �DRI:MCO TUMME 11. pm V./0 W1 015PUA1WTH 'HE MAM AL rQA DUPLEX. IRIPLEX. ANO 0-As9 T @t1Al CN 1 SO. TOYER CAL! Mb1 GltgtALla�TNJIrS %*-L Y.RY TIP[ qp/1 wwak C+AL1_ UZET Vw -)or wi—OATIR axa7CX. INT_1MT OF JK * 6TALLA'NON RLOMMRELIwN'S 34LIfJN IN it M 'K 018c /OMOE HEAD `YPLCAL STEP fM5'uLAroN ALL 51 1' IANKS SHALL 0:7H-20 LOAD RATED "ANKS. iM15 POLICY SHA -1. T.AKF rFFFCT ON MA" 31, iOf17. _ CIT" OF YELV SEPT_ OF PURLIC_'fWORKS- TvrICAL SIMPLFX STEP TANK INS- TA_LATION two. NO. "Uwx some DIR:cw DATE 7-9 SCD. JY JEG I lP 4/2007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON RQ,t0AA,noN SURFACE U8/G�`3/07 _ 03/1 4/08 T14dtIlSS Si aESTORATION IAW ABOvE-- CaMIAElflS/ SLAC RESMRAT1ON TAKE TANK �-B 1 { "Y 0010 r&QUOE.Ip1TS FINNSII GRADE 4' 51AiEA W. UT AACKFML TU 34 GRADE SMALL LTE' yla6M 3 CWlSTAili > wc[ 'OP CM MV1MC MptAIiIIEC L<11�At 1 Tfl YS7t ^ 1 A.G FAYEWAI - f w"WIL 1-0 TIM " � Y 2 *VM 01►A1EL aMt /OFACE TV COOM CT�b.AL'T 40 fJb>s DRAM AN Dion MATCH 00571"IO M04 cfMICf w SWAM lr 5=7 MMIBI rILL il"A N1'/SSTFINIAm a COWACT 10 OIIR ItXPJPL 40 GRAM. t� 1C STEP TAN( SIMPLE% '� NAIGvE bACIINTLt MSH aRAW $MALL K Sig ♦ % BACKFILL SEE / RESTORATION TAH:: TAO" ; CtA11*SlANf i 77 Wn4 COMM www ,_ MAINTAIN SIDE ` , I �IATIVIE SACxF0./ , "A� -` _ CLIMPACITO iK --- SLOPE PSWE STEEP �— 1 iAFI'IYG i'vCAJ_LL OF. �4 MAC' MUULL !04 EMAL or 5' LiEybuFtL SEVkk k�, N % P. GWAVEt "CKFI FOR MIEWING FCX iP rLEJcIg r PIPEpo RESTORV ION CABLE 1 U8/G�`3/07 _ 03/1 4/08 T14dtIlSS BAGEL./ CaMIAElflS/ IYF"C TANK owACTION "900INTS, 0010 r&QUOE.Ip1TS �rt� 4' 51AiEA W. UT AACKFML TU 34 GRADE SMALL LTE' yla6M 3 CWlSTAili > wc[ 'OP CM MV1MC MptAIiIIEC L<11�At 1 Tfl YS7t ^ 1 A.G FAYEWAI - f w"WIL 1-0 TIM " � Y 2 *VM 01►A1EL aMt /OFACE TV COOM CT�b.AL'T 40 fJb>s DRAM AN Dion MATCH 00571"IO M04 cfMICf w SWAM N4%" G"mc 5=7 MMIBI rILL il"A N1'/SSTFINIAm iIaAKIE TFNtxMEss COWACT 10 OIIR ItXPJPL 40 GRAM. t� 1C STEP TAN( SIMPLE% HT' D/ 1RIwbA05 NAIGvE bACIINTLt MSH aRAW $MALL K L I-AWAAWD CAn iHE11 4' MT. 111NF A IL STEP 1ANI( M11F'LtX TAO" ; CtA11*SlANf A; 1'?'r- ~ACT10 GM Wn4 COMM www ~ROVFJD :U/Aut MIA �IATIVIE SACxF0./ LWA00 aArao u Y A9[P* 1,005"K - - - -` _ CLIMPACITO iK --- fI"m a SNOGf1- GS6G CRJSHW KWACE MU COURSE. cafe CRUIDU S1111iA GA 70 COUM CI TY OF YELM DEPT, OF PUBLIC WORKS TYPIC:AI. PIPE TR -NCH APPlI� LSA, lEri 000. NO. _- raeLIC MACpJC pAri%ym -; - - I ATS _. JY J£C TP 4/200-0 A' S -P TAN,(( SI IA_L Br I 2J LC -AD RA 1EJ) IANk a. TH-S POLICY SHA -L TAKE CFFrCT ON MA" 2001 F IN 514ED DIAD° NATMF R^# T LN) 21''s W4 PVC: Ram 1 7 - j PUMV VAOL I ki%Frf i *--F WATE4 TIG -4T I /-14 GAUGE TpNIN(, 14 OA4JGE '0404G ► I WRF TO 5CRI Cf wft TC SS Do_ ^ 1 / BOK r--1 2 PART VSf 0"0 -- j TANK TD RISER 1 i ADAPTER FOR CONCRETE TANkS 1 I /-4*0I0RF►Ce —0:1UP AYWMBLV_ %F= I I DWJ. NO. 7 4 n c V 1 "--9Af-FIE (MOIL 1) 6° I►w et:00IvG zr- YAM - - CAL 13a —GAL' 77 V-1 400 GAL 600 CA V - I IOQ GAL AL 5- I. DELETE 0**T .f FG4 A 30Ti0 GALLON 'AFAC UT L ZED AS A T;ZNM+x A+AMP MJI i 2. THE 0001tR WL, REYWW' FOLERANCES IN EXCESS Or" o MEMSIONS %MW 3. THE TMPLU PUMP VWLT IzE1gLlIIMS TM VAULTS A14D TWO i f,W LEtE Ri19Ft4. J*E ;jAUL" (AMIAINS ROATS ANU Osr FUMP THE SrCOW VAULT CAN -AIMS -WO PLNPS 4 4:-W GALLON TANKS OR WN;ER SHALL FMVE THWE MNML[RS AVD LCOS. ON ALJ. ]ANUS LARGER THAN 1500 GAIL (WS THE LENGTH Of 'THE DOWN TUR-4ED INET PIPE WILL BE DETL TMMC OT TI K YFLNI SEW -44 Df -' L CITY OF YELM U8/G�`3/07 _ 03/1 4/08 DEPT OF PUBLIC WORKS - 1 Sao, 30001 4 500 uA J Off) STEP IANK/I"()M _" TANK APP Fp 1 -VW6 Nn ' 7 - 1 P:1WC W09K5 DIRECIOA DATt .sae IdI) W111 DAN. A. Kia,` - DATE ,i` uL Ii 11' 4/200 7 ?� 3Ua/OB/09 U8/G�`3/07 _ 03/1 4/08 F k' JMF' SPECIFICATIONS f J - k A VACUUM Y REV15ION5 PER THUR5TON COUNTY COMMENTS _ _—__.._._ REV151ION5 PER THUR5TON COUNTY COMMENTS - REV15ION5 PER THURSTON COUNTY COMfvIt NTS _ _ REVI51ON5 PER CITY Of Y LM COMMENTS - - -_� DRAWN BY: DF51GNtD 13Y NLA _ NMW CHECKf0 by APPROVED aY _ _. M L)ArE -1-09 - _ — ' fCR w_pwt Cbl DES6WF1 .sae IdI) W111 JY JE TF 412007 REVISION - -- JOB NO: 406041.20 13 CKD APPR NO DATE TABLE FOR Fr £HP WIRE RUN 1VIRL �A5 G+AXIUJM ;.'151AN(t I A r.OPPFFt ''0 rFFT ?A . 01U Ar11:; 1.(le+'ilt .1SU F k r A/0 AWG CCPPFR i 350 FEET yNtt.IFIL;A IA,W, I i-#? AQUI11"AL P.F ORMA IILW N V I I_ PAWE:L a.2E U^Y VAPY U:VLPUItii, ON MANUt AVIJKR i" $..t.. • Consulting Engineers 4200 6th Avenue .5L; Suite J09 Lacey, Washington 9850J (J60) 292- 72JO fox (J360) 292-12J7 CITY OF YELM L,_PT. OF PUBLIC WMK5 DECAL - SEE F k' JMF' SPECIFICATIONS f J - k A VACUUM Y ' --- BOLD ISPT. j LF ALAi1 A ++U9+L13Mt U1911 ' fCR w_pwt Cbl DES6WF1 .sae IdI) W111 JY JE TF 412007 . 1 • paJt SCF: WIN COIWON I%Y ILIWGyA*L) OY IFIL UTY CErtEkfD rJrd Of YtLm rAhxt_ 14 GA!'G1 TONING ,ETRE AL *M L ICM 1 ANIA 0___ '- IFIOU NCL t3UT IUM . IHow POVA IG t� 1C STEP TAN( SIMPLE% SOUIRCE !'11:i :.W)N IIA,: YA1 Vf 13-012 r IL STEP 1ANI( M11F'LtX A; 1'?'r- TQ STEP TANK - IMPLf K N V I I_ PAWE:L a.2E U^Y VAPY U:VLPUItii, ON MANUt AVIJKR i" $..t.. • Consulting Engineers 4200 6th Avenue .5L; Suite J09 Lacey, Washington 9850J (J60) 292- 72JO fox (J360) 292-12J7 CITY OF YELM L,_PT. OF PUBLIC WMK5 TYPIC A F k' JMF' � .ti k A VACUUM Y APPROVED- . � DA/G. NO A (,X,F UN I ]ULf G -A-- �. J!i7 ?RENT!? 'Hi 'I.41A '1_ Atl - PON" tXALE $14AL_L L;y. JC wow.. f1lsZr111TOR ` IN. T1O'►/ K WTH;w 1-t 1/4 DES6WF1 bcG. DATE JY JE TF 412007 { Alk NLLLASL. VAL'A. Ott " COMBINATION AIR CASE � .ti k A VACUUM Y P kIBBEL PY% RISER A (,X,F UN I ]ULf G -A-- �. J!i7 ?RENT!? 'Hi 'I.41A '1_ Atl - PON" tXALE $14AL_L ` IN. T1O'►/ K WTH;w 1-t 1/4 ANbUN r E It 1, Ll IUP OF LIP. ...1-yll`.t. .; NO ` } . ►-MAX 14 GA!'G1 TONING ,ETRE I 1,12' V VC 1111 L LNOUN BALL VAL A . !'11:i :.W)N IIA,: YA1 Vf r OVI FI y _ c.a ! 'it�� p� pp SritAHER YUNE I` SCHEC 40 la jat , I' I'VCSL•11+ — I' S, LLE RP IPW tn! N -[*P -E �— 1 iAFI'IYG i'vCAJ_LL OF. �4 MAC' MUULL !04 EMAL or 5' LiEybuFtL SEVkk k�, N % P. GWAVEt "CKFI FOR NQ ,`L F,LACt IN A NON--(RAFrK! ARrA- jhiON .)OATS SHAL1 BE SOLVENT ahLCLD CJ,Y 10 IILLD LUGAIL CITY OF YELM _ DE'PT OF PUBLIC WORKS T YP CAI_ ` EWILN AU FOMA`1,: AIR RCl.EASE VAL V_. - ArmoVFD aaVv. 40. 7 12 r1r[T0..1C VIM$ flTRECTm DATE wrl tj pAtt J1' JM.0 i TP 4120()l FIN 5H°D GRAD 4 ALA" 41G+1 �. I RG, Otv:'C1FP �} S' CRAYY:OWN ON 1n OFF) - LEAS ON/OFi b Cf C•. ' UHAIVMO'Kr TUN To OFF) kO1M LEVET ALARA REOUPI('1WT OF'F' � ,r; ' S I fyy I �'4 6' INN 01FDOANG r, v wx FIN 5H°D GRAD 4 ALA" 41G+1 �. I RG, Otv:'C1FP �} S' CRAYY:OWN ON 1n OFF) - LEAS ON/OFi b Cf C•. ' UHAIVMO'Kr TUN To OFF) kO1M LEVET ALARA REOUPI('1WT OF'F' � ,r; ' S I fyy I �'4 6' INN 01FDOANG 'oJl t {',IT" Or ),Ft.m DEPT. or PUBLIC W,—)Pi< + LOAT SET'FIN G VAUL DIMENSIONS FOR D.,PLI f' VAU �`�R Ltrel, Ii. I'1JlilIC WONKS DIRECTpA t3ATE .� � `� rift I bait TCFAAS. -_ iSAfi aY JkG TF' 4,'21)()7 A(_'CEPTED AS NOTED THUR STON YELM LDS CHURCH IMRRC�VEMENTS PROJECT i1OUNTY PUBLIC WOf�K`�-1 TC�IJI�.�TON CUUN-fY, WA, By HATE; _ r,xtlires 2 year fl um occeptcant-e doti~ Nt?O&.G f # 2007104764 UTILITY DETAIL SHEET f iiL, ERIDIAN: Affi5hINGTON STATE I"►..11,N� COC)RaNAT-f �r 5y5Tm VERTICAL QATUM hlAta a"), `t fTi NGVD 279 "CAIS 4GO2 ITIC RTC ?y_)fw, rtta DRAWING C.3 Sr1ECT f I Ur 14 r, v LAJ > 0- > Is CL j{{ c.a ) 1�. • � 'v la jat , 'oJl t {',IT" Or ),Ft.m DEPT. or PUBLIC W,—)Pi< + LOAT SET'FIN G VAUL DIMENSIONS FOR D.,PLI f' VAU �`�R Ltrel, Ii. I'1JlilIC WONKS DIRECTpA t3ATE .� � `� rift I bait TCFAAS. -_ iSAfi aY JkG TF' 4,'21)()7 A(_'CEPTED AS NOTED THUR STON YELM LDS CHURCH IMRRC�VEMENTS PROJECT i1OUNTY PUBLIC WOf�K`�-1 TC�IJI�.�TON CUUN-fY, WA, By HATE; _ r,xtlires 2 year fl um occeptcant-e doti~ Nt?O&.G f # 2007104764 UTILITY DETAIL SHEET f iiL, ERIDIAN: Affi5hINGTON STATE I"►..11,N� COC)RaNAT-f �r 5y5Tm VERTICAL QATUM hlAta a"), `t fTi NGVD 279 "CAIS 4GO2 ITIC RTC ?y_)fw, rtta DRAWING C.3 Sr1ECT f I Ur 14 I NO DATE DY MOM- Rf!V15I(3N5 PER. THUR5TON COUNTY COMMEN15 RFV151ON5 PER THURYON COUNTY COMMENTS_ ffVI51ON5 PFR THUR25TON COUNTY C3MMf NT5 REV151DN5 PER CITY Of YELM COMMENTS REV1510N SEC. 30, T1 7N, R2E, W.M. THURSTON COUNTY, WASHINGTON MrRGLASS LI -1 11004 SIAINLk'hS SIM 90, YS AND NF'0PR:_tX CIASIM T 5, WIN —1"!.+/4 A" LIDS 2 W FINISH GRADE '%0111E To OVA?)VE 14 UAIrA GO"Elt PVC "SEK btiAixk TONING MARE. 2, -Cr H OREMW SYSTEMS, TAIL IN 10 RISER W. OR EQUAL ORFMM TANK M RISER ADAPTriPt (FOR usE vATH MON-MA/FIC SEARING TANKS) NO (L: RISEN AND LID SMALL BE 3W ON ALL SW EX PIJMP VAULT INSTALIA110K RISER AND LID 9tA_L aE 30- ON ALL DUPLD A40 TRIPLER PUMP VAAAT WTALI.ATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL R I" F R APPROV" ?4(1 - x 7 19 evetc DATE I -jis OW: c)cl5 DAM 'jy I JUG TP 4/7007 LIVE TAP /-CONCRETE THRUST BLOCK (TYP) hi I AJ 1 Y) qWN TAPPING VALVE F1, x M.I STAINLESS Slt.LL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE rrOUND SUPPORTED AND BACKFILLED AS SHOWN BELOW -RIGHT. ATE VALVE FL xMj ILL �,, MlNtwivlm SAND - SOLID MCK SUPPORT Z4L t' ONCRETE THRUST BLOCK-'' NOTES: 1. 11 MIL PLASTIC: OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED*. CITY OF YELV, WASHINt,',P )N 2. DEPT. OF 1_`I1B1_IC WORK`_� C0NNE(__'[1(')N TO E X I S 1-1 �,,J C7Il',! A I N 4. MJ CUT IN TEES SHALL NOT BE PERMITTED. APrROVrDLl W,,, N 4_ SUPPORT VALVE AND SLEEVE _k� CONTINUOUSLY THROUGH INSTALLATION, PUBLIC WORKS DIRECTOR - DFS. --]!DWN. D(Z---HATE F_' FG 5, / 21 705 DRAWN BY: Dt'51IGNED nY NLA NMW ctlfcl�•XV BY APPROVED BY Consulting Engineers DA]i MRS 4200 6th Avenge SE, Suite 309 5-13-09 Lacey, Washington 98503 (360) 292-7230 fax (360) 292-7)J1 J013 NO: 406041.20 NATTKE ON SEAECT UAL W 4;0 9MMILL AS DKICT111) By lzi�'z ia; R • I ir 3 04/0,5/09 K .4 04122109 Z SO N VA" MAMIIIAL FOR Ron PW SHALL K SAID hQ1L INSTALL TAWS AS MR Dr TAB. OR I MAHWAVIII)MM'S REONW-MAWN Fr *HPCNM a MORE SWMKNT. IL W/ 4-#4", FACH WAY 'OP I OF YELM SROQAt,t IN VAI. %t VUA OF PUBLIC WORKS CONCRETE TANK D-3034 (WHITE) BEDDING FOR WAf APPROWD. D*G NO D: 17 QVC $LWLIt MAIN - ;7- eyox VIM$ OMCTW PATE q 1 W1, JY I ,EG TP 4 /;2 (0X0 7 NO DATE DY MOM- Rf!V15I(3N5 PER. THUR5TON COUNTY COMMEN15 RFV151ON5 PER THURYON COUNTY COMMENTS_ ffVI51ON5 PFR THUR25TON COUNTY C3MMf NT5 REV151DN5 PER CITY Of YELM COMMENTS REV1510N SEC. 30, T1 7N, R2E, W.M. THURSTON COUNTY, WASHINGTON MrRGLASS LI -1 11004 SIAINLk'hS SIM 90, YS AND NF'0PR:_tX CIASIM T 5, WIN —1"!.+/4 A" LIDS 2 W FINISH GRADE '%0111E To OVA?)VE 14 UAIrA GO"Elt PVC "SEK btiAixk TONING MARE. 2, -Cr H OREMW SYSTEMS, TAIL IN 10 RISER W. OR EQUAL ORFMM TANK M RISER ADAPTriPt (FOR usE vATH MON-MA/FIC SEARING TANKS) NO (L: RISEN AND LID SMALL BE 3W ON ALL SW EX PIJMP VAULT INSTALIA110K RISER AND LID 9tA_L aE 30- ON ALL DUPLD A40 TRIPLER PUMP VAAAT WTALI.ATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL R I" F R APPROV" ?4(1 - x 7 19 evetc DATE I -jis OW: c)cl5 DAM 'jy I JUG TP 4/7007 LIVE TAP /-CONCRETE THRUST BLOCK (TYP) hi I AJ 1 Y) qWN TAPPING VALVE F1, x M.I STAINLESS Slt.LL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE rrOUND SUPPORTED AND BACKFILLED AS SHOWN BELOW -RIGHT. ATE VALVE FL xMj ILL �,, MlNtwivlm SAND - SOLID MCK SUPPORT Z4L t' ONCRETE THRUST BLOCK-'' NOTES: 1. 11 MIL PLASTIC: OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED*. CITY OF YELV, WASHINt,',P )N 2. DEPT. OF 1_`I1B1_IC WORK`_� C0NNE(__'[1(')N TO E X I S 1-1 �,,J C7Il',! A I N 4. MJ CUT IN TEES SHALL NOT BE PERMITTED. APrROVrDLl W,,, N 4_ SUPPORT VALVE AND SLEEVE _k� CONTINUOUSLY THROUGH INSTALLATION, PUBLIC WORKS DIRECTOR - DFS. --]!DWN. D(Z---HATE F_' FG 5, / 21 705 DRAWN BY: Dt'51IGNED nY NLA NMW ctlfcl�•XV BY APPROVED BY Consulting Engineers DA]i MRS 4200 6th Avenge SE, Suite 309 5-13-09 Lacey, Washington 98503 (360) 292-7230 fax (360) 292-7)J1 J013 NO: 406041.20 To WiNG NUT TO W;,mNuqj&Dr UAL W 4;0 2 03/ 4/08 3 04/0,5/09 K .4 04122109 NO DATE DY MOM- Rf!V15I(3N5 PER. THUR5TON COUNTY COMMEN15 RFV151ON5 PER THURYON COUNTY COMMENTS_ ffVI51ON5 PFR THUR25TON COUNTY C3MMf NT5 REV151DN5 PER CITY Of YELM COMMENTS REV1510N SEC. 30, T1 7N, R2E, W.M. THURSTON COUNTY, WASHINGTON MrRGLASS LI -1 11004 SIAINLk'hS SIM 90, YS AND NF'0PR:_tX CIASIM T 5, WIN —1"!.+/4 A" LIDS 2 W FINISH GRADE '%0111E To OVA?)VE 14 UAIrA GO"Elt PVC "SEK btiAixk TONING MARE. 2, -Cr H OREMW SYSTEMS, TAIL IN 10 RISER W. OR EQUAL ORFMM TANK M RISER ADAPTriPt (FOR usE vATH MON-MA/FIC SEARING TANKS) NO (L: RISEN AND LID SMALL BE 3W ON ALL SW EX PIJMP VAULT INSTALIA110K RISER AND LID 9tA_L aE 30- ON ALL DUPLD A40 TRIPLER PUMP VAAAT WTALI.ATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL R I" F R APPROV" ?4(1 - x 7 19 evetc DATE I -jis OW: c)cl5 DAM 'jy I JUG TP 4/7007 LIVE TAP /-CONCRETE THRUST BLOCK (TYP) hi I AJ 1 Y) qWN TAPPING VALVE F1, x M.I STAINLESS Slt.LL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE rrOUND SUPPORTED AND BACKFILLED AS SHOWN BELOW -RIGHT. ATE VALVE FL xMj ILL �,, MlNtwivlm SAND - SOLID MCK SUPPORT Z4L t' ONCRETE THRUST BLOCK-'' NOTES: 1. 11 MIL PLASTIC: OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED*. CITY OF YELV, WASHINt,',P )N 2. DEPT. OF 1_`I1B1_IC WORK`_� C0NNE(__'[1(')N TO E X I S 1-1 �,,J C7Il',! A I N 4. MJ CUT IN TEES SHALL NOT BE PERMITTED. APrROVrDLl W,,, N 4_ SUPPORT VALVE AND SLEEVE _k� CONTINUOUSLY THROUGH INSTALLATION, PUBLIC WORKS DIRECTOR - DFS. --]!DWN. D(Z---HATE F_' FG 5, / 21 705 DRAWN BY: Dt'51IGNED nY NLA NMW ctlfcl�•XV BY APPROVED BY Consulting Engineers DA]i MRS 4200 6th Avenge SE, Suite 309 5-13-09 Lacey, Washington 98503 (360) 292-7230 fax (360) 292-7)J1 J013 NO: 406041.20 SIZE A B 112- 13 1/4" 15" 2" -APPEOV P_191Lf1�lS2.x UD 1730 DI READER LID BOX BCF 1730 X 12 BASE OR APPROVED EOUAL Z 1 41 METER BOX ?tDILIE71HYLENE LINE-\ BALL VALVE 17' MALE CL ADAPTER BALL VALVE 2" RESILENT (CURB STOP) GATE VALVE CHECK VALVE- �LXVjl,L 5ADDLE ROMAC 2025 OR 2% SLOPE TO BOX CENTER OF BOX Cuka CHECK Y ALE - 7" 14 AUG BALL VALV� INSULATED r d n A COPPER TONING METER WRAPPED 1 1/2" - 911-66&11_ REST Ij AROUND THE 2- - PIPE (SCE C65 - 56 \ 113 C135 - 77 NOTEC, NO. FORD PACK JOINT 7)-- CORPORATI OSTOP, TYPE JR I 7_ - PLASTIC LINE (US 200 VAtVE "SI PHILLIPS DRI PIPE W/L0CKAf1LE CAP -5100 POLYETHYL 'YL PIPE) rOPO BALL VALVE WITH PACK JOINT & FEMALE 1 1/2"-2- MALE I.P. THREADS NIPPLE SADDLE C _Y OF YELM, WASHINGTON IT AL) T'E 5� STA'NLESS STEEL IN5ERT5 REQUIRED FOR ALL UFPT. OF PUBLI(_' WORKS PACK:DINTS. 2. ALL SERVICE SAPOIES SHALL AAVC QUODEP 1 1/2 TO 2 CASKET AND I.P. THREADS. 3. Cly STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 )/2" - FORD V911 76-15815 OR EQUAL 2' - FORD vB4 77-15817 OR EQUAL APPRO 4. ALL 1 112" AND Z* ' 5ADOL10 WILL D1 2" TAPS WITH BRASS Z' NIPPLE ANDPUBLA, WORKS DIRECTOR GATE 2- RESILENT WEDGE GATE VALVE AND 910 DW HOUSING AND SDR -21 PVC PIPE HOUSING 5 -. C.KO, DA TE ES Z. G 1p 4/2007 1413f k71fLN(v_#4S MLLA)WO VALvE 90K, MC�t 40. 910 To WiNG NUT TO W;,mNuqj&Dr UAL W 4;0 IHF 9JRPArr os iANticiDte� PO fWAD K 0% r 5 Z SO N CONCRETE 14LAe Z' x 2' I r IYP Fr kA IL W/ 4-#4", FACH WAY 'OP SROQAt,t IN VAI. %t VUA 3 V. P.- H D-3034 (WHITE) FOR WAf ',__(;ATf jA,,VE, Vj u) QVC $LWLIt MAIN - q 1 W1, DO NOT COVER MTS W/ SIZE A B 112- 13 1/4" 15" 2" -APPEOV P_191Lf1�lS2.x UD 1730 DI READER LID BOX BCF 1730 X 12 BASE OR APPROVED EOUAL Z 1 41 METER BOX ?tDILIE71HYLENE LINE-\ BALL VALVE 17' MALE CL ADAPTER BALL VALVE 2" RESILENT (CURB STOP) GATE VALVE CHECK VALVE- �LXVjl,L 5ADDLE ROMAC 2025 OR 2% SLOPE TO BOX CENTER OF BOX Cuka CHECK Y ALE - 7" 14 AUG BALL VALV� INSULATED r d n A COPPER TONING METER WRAPPED 1 1/2" - 911-66&11_ REST Ij AROUND THE 2- - PIPE (SCE C65 - 56 \ 113 C135 - 77 NOTEC, NO. FORD PACK JOINT 7)-- CORPORATI OSTOP, TYPE JR I 7_ - PLASTIC LINE (US 200 VAtVE "SI PHILLIPS DRI PIPE W/L0CKAf1LE CAP -5100 POLYETHYL 'YL PIPE) rOPO BALL VALVE WITH PACK JOINT & FEMALE 1 1/2"-2- MALE I.P. THREADS NIPPLE SADDLE C _Y OF YELM, WASHINGTON IT AL) T'E 5� STA'NLESS STEEL IN5ERT5 REQUIRED FOR ALL UFPT. OF PUBLI(_' WORKS PACK:DINTS. 2. ALL SERVICE SAPOIES SHALL AAVC QUODEP 1 1/2 TO 2 CASKET AND I.P. THREADS. 3. Cly STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 )/2" - FORD V911 76-15815 OR EQUAL 2' - FORD vB4 77-15817 OR EQUAL APPRO 4. ALL 1 112" AND Z* ' 5ADOL10 WILL D1 2" TAPS WITH BRASS Z' NIPPLE ANDPUBLA, WORKS DIRECTOR GATE 2- RESILENT WEDGE GATE VALVE AND 910 DW HOUSING AND SDR -21 PVC PIPE HOUSING 5 -. C.KO, DA TE ES Z. G 1p 4/2007 1413f k71fLN(v_#4S MLLA)WO VALvE 90K, MC�t 40. 910 To WiNG NUT TO W;,mNuqj&Dr UAL W 4;0 IHF 9JRPArr os iANticiDte� PO fWAD K 0% r 5 SIZE A B 112- 13 1/4" 15" 2" -APPEOV P_191Lf1�lS2.x UD 1730 DI READER LID BOX BCF 1730 X 12 BASE OR APPROVED EOUAL Z 1 41 METER BOX ?tDILIE71HYLENE LINE-\ BALL VALVE 17' MALE CL ADAPTER BALL VALVE 2" RESILENT (CURB STOP) GATE VALVE CHECK VALVE- �LXVjl,L 5ADDLE ROMAC 2025 OR 2% SLOPE TO BOX CENTER OF BOX Cuka CHECK Y ALE - 7" 14 AUG BALL VALV� INSULATED r d n A COPPER TONING METER WRAPPED 1 1/2" - 911-66&11_ REST Ij AROUND THE 2- - PIPE (SCE C65 - 56 \ 113 C135 - 77 NOTEC, NO. FORD PACK JOINT 7)-- CORPORATI OSTOP, TYPE JR I 7_ - PLASTIC LINE (US 200 VAtVE "SI PHILLIPS DRI PIPE W/L0CKAf1LE CAP -5100 POLYETHYL 'YL PIPE) rOPO BALL VALVE WITH PACK JOINT & FEMALE 1 1/2"-2- MALE I.P. THREADS NIPPLE SADDLE C _Y OF YELM, WASHINGTON IT AL) T'E 5� STA'NLESS STEEL IN5ERT5 REQUIRED FOR ALL UFPT. OF PUBLI(_' WORKS PACK:DINTS. 2. ALL SERVICE SAPOIES SHALL AAVC QUODEP 1 1/2 TO 2 CASKET AND I.P. THREADS. 3. Cly STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 )/2" - FORD V911 76-15815 OR EQUAL 2' - FORD vB4 77-15817 OR EQUAL APPRO 4. ALL 1 112" AND Z* ' 5ADOL10 WILL D1 2" TAPS WITH BRASS Z' NIPPLE ANDPUBLA, WORKS DIRECTOR GATE 2- RESILENT WEDGE GATE VALVE AND 910 DW HOUSING AND SDR -21 PVC PIPE HOUSING 5 -. C.KO, DA TE ES Z. G 1p 4/2007 1413f k71fLN(v_#4S MLLA)WO VALvE 90K, MC�t 40. 910 To WiNG NUT TO W;,mNuqj&Dr UAL W 4;0 IHF 9JRPArr os iANticiDte� PO fWAD 0% r 5 CONCRETE 14LAe Z' x 2' I r IYP CENTERED CN VAt VE MhM; 111011117, C ?ING W/ 4-#4", FACH WAY 'OP SROQAt,t IN VAI. %t VUA C N PIPE ASIM /2' H041 OR D-3034 (WHITE) FOR WAf ',__(;ATf jA,,VE, Vj u) QVC $LWLIt MAIN - q 1 W1, DO NOT COVER MTS W/ Lrt UNDINIURMI) SOIL- e0NICRFTE' 'OPPOFIT 84(" rttV vALVL5 _ AW) LAf-O,LQ tLO-1- Q, 1111 i- Mll are WhWffl IPoint Hydrant Sun Yellow High Grade Enamel # 13512--\ 4 OI T'1 OF' 'il"LM IV A I N A TF , �3,r 7- 21 jL P4/200 i Top view operating nut Limits of payment 2.6. - MO. Weather shield it E and Hydrant Lock Bonnet �`n 2 /Z"Pose connection with threads I HYDRANT OFFSET 4 1/2" Si..rner C0r,,)erj-,Q, with NST ihr,_-aA5: wilyu box ano & 5" Storz adopter valve stem det-jf Style 5-37 W/SC cop 18 -Z4" Ground To suit Standpipe trench depth 3' Minimum —j 6" Flonged tire hydrant too Each Pipe Joint 6" #1106 EBAA Iron, Inc. Megalu _-A 5" Class 52 ductile iron Pipe cut to length gate valve, FL '4 Mi 1 i note below Varies 4"x8"x16" concrete block LL.Hydrant shoe Backfill to top of drain ring housing Plastic barrier between bclis with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil, plastic or can - N 0 Le S_ 3truciion fuUiic, kuvor-iriV 2" washed rock Concrete thrust block 1. Hydrants shall be located in cast -in-place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working arca qhnu be provided around all hydrants. OTY OF YELM, WASHINGTON 2, Hydrants shall be Dresser M & H P Oz PUPLIC WORKS Reliant style 929, Clow Meclatlion or E, American AVK Series 2780 or Mueller tAnturTon 3. Gate valves shall be resilient wedge R E I—] D F�,A N T NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AW%A 509-80. APPROV[1_ D WC, HU WiNos stroll be Mueller M&H, Kemmady, Clow R/W or Walerous Series 600. 7061'TW,6�1, DIRE 5� AT:,; - 4. Fire Hydrant lock payment is requIredDATE OEScity will order and insfoll, s c I JEC, Y TP 4 /20 CI ACCFP f F D AS NOTED THUR' - ') ION YELM LDS CHURCH IMPROVEMENTS PROJECT COUN I'Y PUBLIC WOW,-) THUR5TON COUNTY, WA. / if 13Y: ATE expires 2 years from acceptance date PPOJLCI- #.- 2007104764 UTILITY DETAIL SHEET DETAIL MERIDIAN: WA3hINGTON NATE PLANE COORDINATE 5y5TtM VMICAL DATUM NAD 8-W1, 501A�j NGVD 29 ZONE, 4,G02 TC RTC 110INT A-36 DRAWING 5HELT 12 or 14 PROPOSED A i" nrrlfl►L TOTALS STORAGE VOL. = 1,032.50 GAL. DETENTION VOL. = 2,551.50 GAL. WOR (J NG VOL. = 211.20 GAL. TOTAL VOLUME PROVIDED = 3,G 14 GAL. EXISTING GROUND LINE OR SUBGRADE. 8" GRAVEL BASE MIN. COMPACTED DEPTH (UNLESS OTHERWISE DETERMINED) MEETING STD. SPEC. 9-03.19 7A11 DIG -=o 3000 GAL. (LIQUID VOLUME) YELM STEP TANK MFG. BY EVERGREEN rUCA5T, INC. WITH H-20 RATED UD. SEE NOTE 3 BELOW BEDDING MATERIAL MEETING STD. SPEC 9-03.15 PLACED IN 4' LIFTS AND COMPACTED TO 95% MAX. DENSITY--• (REQ'D FOR SEWER, WATER AND GAS ONLY) STEP TANK DETAIL 5CALE: N.T,5. RESTORATION LIMITS MINIMUM S-0" FAIN EiIN- 30" I'IRISER SAW CUT OR APPROVED EQUAL CUT TO 3E UNIFORM AND VERTICAL (SE/1 JOINT W/ AR4000 AND SAND, TACK EDGE OF CUT PRIOR TO ''LACING NEW ASPHALT) ------ EXISTING SURFACING. (TYP.) 16 1 3" MIN. COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CLASS B OR MATCH EXIST, IF 3" `I`- COPPER TRACER WIRE TIED OFF AT VALVE BODY, 1 e /, > INSTALLATION REQUIRED FOR 2 (2" MAX. LIFT) VALVF STEM EXTENSION LEGEND UFS, 6" MIN. R-VI51ON5 PER TI-1UR5TON COUNTY COMMENTS -- *2' CRUSHED SURFACING TOP 500 \� CITY COURSE MIN. COMPACTED DEPTH MEETING STD. SPEC. 9-03.9(3) ® 3/16" Thk X 5 1/5" DIA STEEL DEP-._GF P,1BL1C WORKS GUIDE PLATE WELDED TO RiSER \% � 04/08/09 4" MIN, 7,700 STANDARD r CDF SHALL BE PLACED FROM JHE IOP OF THE UTILITY TO BOTTOM OF ASPHALT. TFBO DUPL NO SCALE TRENCH RESTORATION NOTES. 1. ALI- REFERENCES TO STD. SPECS. SHALL BE IN ACCORDANCE W/ W.S.D.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 1994 EDITION. 2, ALL ROADWAY CROSSINGS SHALL BE PUSHED UNLESS DETERMINED BY 1W COUNTY FNGINELH IHAi PUSHING CANNOT HE ACHIEW:O. 3. RESTORATION SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING: A. CONTROLLED DENSITY BACKFILL, CDF, WiLL BE REQUIRED AS A BACKFILL MATERIAL; OR B. SELECT BACKFILL MEETING THE REQUIREMENTS OF THE STD. SPEC. 9'-03.12(1)8 COMPACTED TO 95% DENSITY AND Pf ACFD LIN A MAXIMUM 12" LIFTS. WRITTEN VERIFICATION OF COMP ACTION, BASED UPON ACCEPTABLE. TESTING METHODS, AND PLACEMENT OF THE BACKFILL WILL BE REQUIRED; OR C. NATIVE MATERIAL MAY BE USED AS BACKFILL MATERIAL WHEN STANDARD ACCEPTABLE TESTS SHOW THE MATERIAL MEETS THE REQUIREMENTS AS SPECIFIED ABOVE. 4. ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHALL 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 TIIE COUNTY INSPECTOR'S DISCRETION. ALARM HIGH LEVEL LAG ON LAG OFF LEAD ON OFFF ALARM LOW LEVEL REVI1QNS DATE .10 4� ROADWAY STAMARDS APPBWB - H SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON _ 12" `._RECESSED HANDLE TYPE 1 COVER --�-" - 71NLAND FOUNDRY #248 1 Q„ 6 3 4 ( VALVE BOX WITH 8 3/4" J "WATER" CAST iN LID ' OR OFCO 910 SECT'DN J FINISHED GRADE OUTSIDE PAVED AREA4 �r TRACER w1RE �I c 10" OR 18„ SEAL WITH AR400OW a -»- 6" SDR 21 PVC PIPE 4+ `, N,La K, CONFORMING TO ASTM ACP ``' o f 3034. RISER PIPE TO 01 1.0' 1 PLUMB AND CENTERED 1,I�•-�-••{ CSTC OVER VALVE sl1w. 'W BALLAST w ---VALVE STEM RiSER 0.5 CONCRETE CL 3400 -� ,`�. REQUIRED WH€14 MAX. INSIDE PAVED ROADWAY 36" IS EXCEEDED o. (LENGTH VARIES) NOTE; 1 08/29/07 `I`- COPPER TRACER WIRE TIED OFF AT VALVE BODY, -GATE GATE VALVE SHOWN -SIMILAR REV1510N5 PER THUR5TON COUNTY COMMENT5 INSTALLATION REQUIRED FOR 2 03/14/08 VALVF STEM EXTENSION LEGEND UFS, VALVE GPERATING NUT OR 1 7/8" R-VI51ON5 PER TI-1UR5TON COUNTY COMMENTS X 1 7/8" X 2" HIGH GRADE STEEL 500 WELDED ?c`I RiSER SHAFT, CITY Q- YL -LM, WASHINGTON ® 3/16" Thk X 5 1/5" DIA STEEL DEP-._GF P,1BL1C WORKS GUIDE PLATE WELDED TO RiSER 3 04/08/09 SHAFT, 7,700 STANDARD REV1510N5 PER THUR5TON COUNTY COMMENTS CD0 p VALVE BOX STEEL T091NG TCI FIT OPERATING 12,100 NUT. LENGTH AS REQUIRED. 15,800 12 4 04/22/09 81900 4,500 O T' -w- �---_ f REV1510N5 PER CITY OF YELM COMMENTS N H* 5 OG/03/09 5,100 ALL WELDS TO SHAFT SHALL BE 1/4" PI1BLIr, naI?Ics oIaECTaR DATE REVISIONS PER CITY OP YELM COMMENT5 FiLLET WELD ALL AROUND. NU DATE BY CKD APPR REV1510N ALARM HIGH LEVEL LAG ON LAG OFF LEAD ON OFFF ALARM LOW LEVEL REVI1QNS DATE .10 4� ROADWAY STAMARDS APPBWB - H SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON _ 12" `._RECESSED HANDLE TYPE 1 COVER --�-" - 71NLAND FOUNDRY #248 1 Q„ 6 3 4 ( VALVE BOX WITH 8 3/4" J "WATER" CAST iN LID ' OR OFCO 910 SECT'DN J FINISHED GRADE OUTSIDE PAVED AREA4 �r TRACER w1RE �I c 10" OR 18„ SEAL WITH AR400OW a -»- 6" SDR 21 PVC PIPE 4+ `, N,La K, CONFORMING TO ASTM ACP ``' o f 3034. RISER PIPE TO 01 1.0' 1 PLUMB AND CENTERED 1,I�•-�-••{ CSTC OVER VALVE sl1w. 'W BALLAST w ---VALVE STEM RiSER 0.5 CONCRETE CL 3400 -� ,`�. REQUIRED WH€14 MAX. INSIDE PAVED ROADWAY 36" IS EXCEEDED o. (LENGTH VARIES) NOTE; TRENCH BOTTOM _ ALL VALVES MUST HAVE 14 GUAGE INSULATED `I`- COPPER TRACER WIRE TIED OFF AT VALVE BODY, -GATE GATE VALVE SHOWN -SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES, VALVF STEM EXTENSION LEGEND UFS, VALVE GPERATING NUT OR 1 7/8" 4" X 1 7/8" X 2" HIGH GRADE STEEL 500 WELDED ?c`I RiSER SHAFT, CITY Q- YL -LM, WASHINGTON ® 3/16" Thk X 5 1/5" DIA STEEL DEP-._GF P,1BL1C WORKS GUIDE PLATE WELDED TO RiSER 5,700 8" SHAFT, 7,700 STANDARD (D 2"X2"X 3/16" SQUARE STRUCTURAL 10,100 p VALVE BOX STEEL T091NG TCI FIT OPERATING 12,100 NUT. LENGTH AS REQUIRED. 15,800 12 32,000 17,400 81900 4,500 O T' -w- �---_ f DWG. NO. N H* 23,600 12,100 5,100 ALL WELDS TO SHAFT SHALL BE 1/4" PI1BLIr, naI?Ics oIaECTaR DATE 6- 1-1 FiLLET WELD ALL AROUND. DFS_ CKD. DATE � _40,300 ES .Ec rr 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SOLIARE 114CH OF WATER PRESSURE PIPE 90' BEND 45' BEND 22-1/2• BENI) 11-1/4' BEkC iJEdQ END DIAMETER AFPPe? 2.000 _ 1.000 UFS, OR TEE 4" 31600 500 1 2,600 6" 8,000 4,400 2,300 1,200 5,700 8" 14,30D 7,700 41000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12 32,000 17,400 81900 4,500 22,700 14" 43,600 23,600 12,100 5,100 30,800 16 57,000 30.800 �j 15.700 7,900 � _40,300 NOTES: i. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH, FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, Z. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK iN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL.. 32,000 LBS -' 3000 LB/S.F. = 10,7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIDE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL i3E• ADEQUATE TO WITHSTAND FULL TEST PRL55URE AS WELI, AS TO CONTINUOUSLY WITHSTAND OPFRATING PRESSURE 0140ER ALL CONDITIONS OF SERVICE, SAFE SOIL BEARING LOADS_ EOA HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIP€ EXCEEDS 2 FEET SDIL P4lIND5 PER CITY OF YELM, WASHINGTON 50UARE FOOT- DEP,F, OF PUBLIC WORKS MUCK, PEAT 0 ___ SOFT CLAY 11000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 DWG, No. CEMENTED WITH ��'�� CLAY PIJ 1I IC WORKS DIRECTOR _ DATE 6-14 HARD SHALE 10,000 DES. �DY GKQ. DATE --._-._- --- EC JFv" TP 14/2007 DRAWN BY: DE5IGNED 13Y NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th A venue SE, Suite 309 7-28-09 Lacey, Washington 98503 (360) 292--7230 Fax (360) 292-7231 JOB NO: 400041 .20 4" SCHEDULE 40 STEEL OR ._ REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR I CEMENT CONCRETE CLASS 4-1 2' v p... 1' SIDLE FRONT VALVE MARKER POST -„0, 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COWMERCiAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE: 3• 1. DATE POS7S 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2_ PIPE TO RECEIVE ONE PRIME COAT AND Two COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT- p SEE DETAIL G--7) fS d_ 2+ CITY :;F YFI M, W:A`,HINGTON CEMENT CONCRETE ��. DEPT. OF PUBLIC WORKS CLASS 30130 VALVE MARKER POST & I k- 1' HYDRANT BOLLARD DETAIL HYDRANT POLLARD fez-- Dwc.Ivo. PUBLIC Woos BII?ECTOR DATC L• [IES. DWN. t -Ft DATE Es JEG TP 4/2007 REStORATION DEPTH]RACE TAPE' T2+ TO 18" LWOER VARIHS THE F114AL. GitAT7F_ 'r moi• �i• °,i" /f i N' . Tr S 1, A VIMMJY -OVER Or 3.5' SHALL BE MAiNTA.jNEV. EXCEPT AS REQJiR£O Al GC7N14 C; VON P01NTS, 2. NA71VE GA00ILL Sr4ALL CCNS1Sr OF Ci?U5NEA. PROCESSED, OR NATURALLY OCC`JRRtNC GRANGLAR MATEPOL. 11 S-IALL SE F_SSTNnALLY FREE FROV VAR)WS TYPES OF WOW WASTE OR C1, 4M EXMANEOU6 CLt 016 WGilONABLE 407EHIA! S. T SHALL HAVE SUCH C'4ARACTERISMS OF WZF AND Sr+A.PE TNA, IT MILL COMPACT RELY COMPAC1. J. NA71VE 7RENC4 BACKrTL MA7ERL4 SHALL l7E 50R1"ED DR SCREENED SE) THAT THE MAXiIAIAa AG, RIGArE SHALL IS 6--04CH'ES. -1. PIPE BODING MP TLTRLAL SHALL 6E SA14D OR OTNER Cr7•Y APPROVED EQUAL, NG 5U05yU-8LTN5 MLL A[ AIL f! IY[T Wt rMM i F WR1TTrN AUTH0R7A7T0^( PROW WE O rY OF Y£CM. S• VMERE NAVVE )dATERTALJ HAVE BEEN DEEMED LANA CEPTAULjL 19Y 7r+t yii1; TREIJC'H BACKFP-L SHALL MEET iKE W-5001 STANVAR0 SFECWTCATiQAS rOP 14C PRE TYPE BEING 5;FECiFO. ACCEPTED AS NOTED THURSTON COUNTY, PUBLIC WORKS G BY: v DATE: expires 2 years from acceptance date PROJECT CITY OF YELM, WASHiNGTON GMPT, ^F PUBLIC WORKS TO BUiLOING 0 iRRIGA710N vx53E�i TYPICAL WATER MAIN TRENCH & BEDDING AFPPe? DWG. NO. PUBLIC WORKS7iREC-OR BATF 6-1 5 UFS, UM. CKD- GATE Fr ,rrc TP 4/2007 if IV TOP 'jVIEVI TOP !,'fl1 ~i I ti WAW' SIDE yVIEW �AUE YIE'N 510E VIEW TEECROSS GATE VALVE I HORIZ, BLVD � ;r r r Fr ♦ ,�{� Y { �a-a- �k t- s r I{e • yJ 1 I 1�FC t _.1 P TEE WITH CROSS WITH CROSS WO -H ;PLUG OR CAP PLUG PLUG PLUGS i 45' - 90" VERTICAL BEND' I Gil" ;)F YLlM, -0qAS- ,IG T GN _ I' T. OFL Ir W01R c - NOTES: STANDARD I. CONCRETE THRUST EILOCKiNG TO BE POURED AGAiNST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL 81E PLACED BE- TWEEN ALL THRUST (KOCKS & FITTINGS_ APPRO (AG, NO. ._ 3. ANCHOR REBAR SHALT. BC -5/8" MINIMUM `Ic KS D -- 6-1 3 DIAMETER. ruBLIC tVaRK$ DIFtfCT¢ DATE k7E5.-7-Wd- CKD. CATE Fsi LAG TF+ 4/2007 (4 PLASTIC OH CONCRETE BOX FLOW 8)4 ` IF WIN- ; �=�I 3' rM YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MMD1AN: WA5HINGTON 5TATE PLANE= C:U09VINATE 5Y5TEM VERTICAL DATUM NAC? 83" 1, 5OUTH NGVD 25 ZONE 4602 TC RTf� PC31 NT 638 DRAMNG :�1�ET 13 OP L 4 ORAVFL BASE 14ATERi4L LIST; 1d'' THICK TO BUiLOING 0 iRRIGA710N vx53E�i 1. SERVICE LiN€ 2. W BEND 3. UNION 4. NIPPLE 5. SHUT-OFF V'kLVE 6, CHECK YALVE (V-S.H.s_ AppeovED) CAT`S' OF YELM, WASHINGTONT. RELKr vgLVE XPT. OF PL 13ljr' WORKS B. TESTS COCKS _^ 9. DR41N TO DAYLIGHT REDUCCED RRESsuRE ~o.PLUGs IN TEST OMS BACKF;':PW ASSFMEIL.Y GENERAL NOTES: F()R 2'° OR SMALLER A, THCROUGHLY I LUSH LINES FROOR TO IIS{ALIAT01. -- 0. 011AWETER OF ?IPE AND FFMNGS C. REFER TO DEVELOPMENT GU!DEI_iNES 5EC•I'M 6.110 FOR FURTHER WFOR4A'1DAi. D. DO NOT INSTALL IN AREA SUEJECT TO FLOODING i '7 WDRK9 UR€CT DATE 3 l fi :XTv . DrEs.0 CKD. h1C KR_ 11/200? YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MMD1AN: WA5HINGTON 5TATE PLANE= C:U09VINATE 5Y5TEM VERTICAL DATUM NAC? 83" 1, 5OUTH NGVD 25 ZONE 4602 TC RTf� PC31 NT 638 DRAMNG :�1�ET 13 OP L 4 z z z 0 z ca z z 1 I 108/29/07 r 2 03/14/08 0 3 04/08/09 4 04122109 0 5 06/03/09 LU NO DATE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON REPLACE EXISTING PLASTIC CROSSWALK LINES E(ISTING STOP BAR LINE DAMAGED DUE TO INSTALLATION OF SANITARY 5R UNE STA 0+64.87, 10.65' LT 5TA 2+ 17.06 4.09 LT I z BEGIN TA1'CR5TA 2+84.09. 3.52' LT 5TA 3+42.76. 0.83` LT 5TA 0+64.64. 10.17' LT END TAPER . c TREi 4" X 4" (1 2" x B" (TY GROUA I " DIA. BREAKAWA' FEATURE DRILLED PARALLEL TO SIGN FACE. IF POST SIZI EXCEEDS 4- X 4"' SEE W.S.D.O.T. STE PLAN DETAIL 0-4a POST DETAIL BREA1 FEATURE. (TYP.) EXISTING SOI OR GRAVE BEGIN DOUBLE YELLOW CENTERLINE �' �1�4 �-4-E--x 4.: •.;;;-;��•-' — ---' - — ,fir a�-�-=�- � �,.,_..�G---� _ i :�...�-��-�- �'��.._-�---� �- �-- -�--� .. - � �-- � --� � .. k �- � �€ -� I" _ 5TA 1+35.79, 4.90 RT �; ---- -- - --d� -- _ _ 3 - - --- - -- - 4 50071 +00 + 6+00 - - 7 - -d3 t O .� .. �.. ,... _. ,...,. .. .� . ... — ._ — .,...,.. — _ ...... .. .....• ,., ... ..�,. ... ,.. ..�... — ... _.... — _.. ...� �. — lu - STA 1 +55.77. 0.50' LT DOUBLE Y -LLOW CENTERLINE In ILU � TYPE 2L PLASTIC TRAFFIC ARROW 4' 5PACING (TYP.) LU / PER W5DOT 5TD. PLAN 24.40-01 STA 1+06. 13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 12' MAX. C.C. , z 00 F-- x Q 1 i MATCH EX15TING CENTERLINE + 1--- } .. ? _ _ .. �' .. — '�_ _ _�.._ _ __-- _--�----- - _ _.-- - --- -�a -- ------ _ -- -�--- --, _ - - - - STA 1 I +94.76. 3. 17' LT 1~z 9+ �— 10+00 1 i +CSUCZ _ ------- .----------- d3------------------------------------- di--. .... .. d3 -------- - - --dam---- - .__. ...-. ..__. d �.�. ..,.. ..-.. -�_.. _....._ d -.—.—.._.__ �...— _ - .�..........�. —. _..._.. _._..-_-__..._______..._.�_.__.....--......., .�.._._,...- ,.�_._....,. �__..- -- LU LL .ww.� �...w .� .� rrrr a� +.w r� +,. �. ..w.u�. ..� '.� . �. " M4 �iY .moi `• r!w! a. '! . _�M. �' 'AM4rr' +' ,� t T[` > rr�.�M••+�.� 'TT. ".i.•�' !'M�_' — �...ww — — — — — ...�� — — w+.., STA I I +93.66 U O STA 9+05.32 INSTALL TYPE 3 BARRICADE I- c ' INSTALL TYPE 3 BARRICADE 9 SEE DETAIL BELOW 1: r, �� . . _ SEE DETAIL BELOW Uj LU ( , T U; NOTES: 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD, AT AN ANGLE OF 45- TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF THE PAVED SURFACE. 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION 6C-8. DG4-5.9.DWG REV151ON5 PER THUR5TON COUNTY COMMENT5 P,EV1510N5 PER THUR5TON COUNTY COMMENTS REVI5ION5 PER THUR5TON COUNTY COMMENTS REV151ON5 PER CITY Of YELM COMMENTS R.EV1510N5 PER CITY OF YELM COMMENTS BY CKD APPR REV15ION N.T.S. 4• r TYPE 18 TRAFFIC ARlWW DRAWN EKY: DESIGNED DY NLA NMW CHECKED DY APPROVED BY MRS I Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-28_09 Lacey, Washington 96503 (360) 292-7230 Fax (360) 292-72,31 .JOB NO: 40G041 .20 JNC3lE Use the drn nelons JI mn (M WS plan for each We Tfalk Amxw being Placed an roadways ►J th a poftd speed limb of 40 J' vb or kLw J; SY1a3M A LANE 11.8* I 8• , 1' - D• N I - — appse -w NI - - -i t i i i i L OFF UP9ES I GRID 14` StOWE M"NO ARFg 14.88 9Q.FT. IEt1R►SE •IC' 1(" - EUSISE "8" A)0B -j AXIS TYPE 361.(LEM TRAFFIC ARROW R. sr� SIONAL 1� 7'�-°J NAMNO An LA MM 30,FT, TYPE UR 00" TRAFFIC ARROW MRIROR NIUAGEOF TYPE 96L TRAFFIC AF4 W (SH&Ni AT RiP X11 9CALLO Ila JS .M.48 TRAFMA►RRIOW E7 LJ 3W A"� AXE `- 1Jr - EUUPSE 'B' AKS ip �Q 4531c 10 At � FxPRFS All{,11Si 9, 70A7 ��isl SYFAMOL MA LUN" TRARFIC ARROVIS FOR Lank >sP!!D ROADWAYS STANDARD PIAN Nk?A>'Ip 0 8"wr 1 OF 2 stlem APPROVED FOR PUMJfJITM J>' NON 1 P614s11rillso 0541.01 mac ac r .0. MM io L>•ai�IMen 9►A dT CONTRACTOR 51• ALL. DOCUMENT ALL EXOTING STRIPING AND CHANNELZATION PRIOR TO CONSTRUCTION AND RE5TORE TO SAME AT COMPLETION Of CON5TRIX7, 10N. CALL UNDERGROUND LOCATE TWO WORKING•.DAYS BEFORE YOU DIG . , -800-424-5555 / r ROVED FOR CONSTRUCTION DATE: ` VELOP ENT IEW ENGINE R ti APPROVAL Eatf iKr, ); 60 SCALE MERIDIAN: ! WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8"), SOUTH NGVD 29 ZONE 4602 TC RTC POINT 538 ACCEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING COUNTY PUBLIC WORKS THURSTON COUNTY, WA, BY: DATE:°0 STRIPING PLAN expires 2 years from acceptance date PROJECT #: 2007104764 511EI:T 14 of P TYPE 25R JR011T) TRAFFIC ARRAM 7.788?Q,FT. AWbVR WAGE OF r;uiDBE x TYPE 28L T'RAfM ARROW Axw (SHOWN AT REDUCED 9CALQ ,0" - ELUPSE 'W AM TWEE ML "M TRAFFIC ARRtilllt r - T < SYMBOL & LAW C 9wrERLSE , tti BIJPSE'K Jn — ELUPBE 8' d in a P01lfT OF MUPMMS ni DRAWN EKY: DESIGNED DY NLA NMW CHECKED DY APPROVED BY MRS I Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-28_09 Lacey, Washington 96503 (360) 292-7230 Fax (360) 292-72,31 .JOB NO: 40G041 .20 JNC3lE Use the drn nelons JI mn (M WS plan for each We Tfalk Amxw being Placed an roadways ►J th a poftd speed limb of 40 J' vb or kLw J; SY1a3M A LANE 11.8* I 8• , 1' - D• N I - — appse -w NI - - -i t i i i i L OFF UP9ES I GRID 14` StOWE M"NO ARFg 14.88 9Q.FT. IEt1R►SE •IC' 1(" - EUSISE "8" A)0B -j AXIS TYPE 361.(LEM TRAFFIC ARROW R. sr� SIONAL 1� 7'�-°J NAMNO An LA MM 30,FT, TYPE UR 00" TRAFFIC ARROW MRIROR NIUAGEOF TYPE 96L TRAFFIC AF4 W (SH&Ni AT RiP X11 9CALLO Ila JS .M.48 TRAFMA►RRIOW E7 LJ 3W A"� AXE `- 1Jr - EUUPSE 'B' AKS ip �Q 4531c 10 At � FxPRFS All{,11Si 9, 70A7 ��isl SYFAMOL MA LUN" TRARFIC ARROVIS FOR Lank >sP!!D ROADWAYS STANDARD PIAN Nk?A>'Ip 0 8"wr 1 OF 2 stlem APPROVED FOR PUMJfJITM J>' NON 1 P614s11rillso 0541.01 mac ac r .0. MM io L>•ai�IMen 9►A dT CONTRACTOR 51• ALL. DOCUMENT ALL EXOTING STRIPING AND CHANNELZATION PRIOR TO CONSTRUCTION AND RE5TORE TO SAME AT COMPLETION Of CON5TRIX7, 10N. CALL UNDERGROUND LOCATE TWO WORKING•.DAYS BEFORE YOU DIG . , -800-424-5555 / r ROVED FOR CONSTRUCTION DATE: ` VELOP ENT IEW ENGINE R ti APPROVAL Eatf iKr, ); 60 SCALE MERIDIAN: ! WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8"), SOUTH NGVD 29 ZONE 4602 TC RTC POINT 538 ACCEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING COUNTY PUBLIC WORKS THURSTON COUNTY, WA, BY: DATE:°0 STRIPING PLAN expires 2 years from acceptance date PROJECT #: 2007104764 511EI:T 14 of P 7.788?Q,FT. r;uiDBE x Axw ,0" - ELUPSE 'W AM TWEE ML "M TRAFFIC ARRtilllt DRAWN EKY: DESIGNED DY NLA NMW CHECKED DY APPROVED BY MRS I Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-28_09 Lacey, Washington 96503 (360) 292-7230 Fax (360) 292-72,31 .JOB NO: 40G041 .20 JNC3lE Use the drn nelons JI mn (M WS plan for each We Tfalk Amxw being Placed an roadways ►J th a poftd speed limb of 40 J' vb or kLw J; SY1a3M A LANE 11.8* I 8• , 1' - D• N I - — appse -w NI - - -i t i i i i L OFF UP9ES I GRID 14` StOWE M"NO ARFg 14.88 9Q.FT. IEt1R►SE •IC' 1(" - EUSISE "8" A)0B -j AXIS TYPE 361.(LEM TRAFFIC ARROW R. sr� SIONAL 1� 7'�-°J NAMNO An LA MM 30,FT, TYPE UR 00" TRAFFIC ARROW MRIROR NIUAGEOF TYPE 96L TRAFFIC AF4 W (SH&Ni AT RiP X11 9CALLO Ila JS .M.48 TRAFMA►RRIOW E7 LJ 3W A"� AXE `- 1Jr - EUUPSE 'B' AKS ip �Q 4531c 10 At � FxPRFS All{,11Si 9, 70A7 ��isl SYFAMOL MA LUN" TRARFIC ARROVIS FOR Lank >sP!!D ROADWAYS STANDARD PIAN Nk?A>'Ip 0 8"wr 1 OF 2 stlem APPROVED FOR PUMJfJITM J>' NON 1 P614s11rillso 0541.01 mac ac r .0. MM io L>•ai�IMen 9►A dT CONTRACTOR 51• ALL. DOCUMENT ALL EXOTING STRIPING AND CHANNELZATION PRIOR TO CONSTRUCTION AND RE5TORE TO SAME AT COMPLETION Of CON5TRIX7, 10N. CALL UNDERGROUND LOCATE TWO WORKING•.DAYS BEFORE YOU DIG . , -800-424-5555 / r ROVED FOR CONSTRUCTION DATE: ` VELOP ENT IEW ENGINE R ti APPROVAL Eatf iKr, ); 60 SCALE MERIDIAN: ! WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8"), SOUTH NGVD 29 ZONE 4602 TC RTC POINT 538 ACCEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING COUNTY PUBLIC WORKS THURSTON COUNTY, WA, BY: DATE:°0 STRIPING PLAN expires 2 years from acceptance date PROJECT #: 2007104764 511EI:T 14 of P 11 SEC. 30, T17N, RE, W.M. THURSTON COUNTY, WASHINGTON 08,129/07 2 03/14/08 04/0,5/09 -4 04/122,/Ci,q_ IN N'l VV 61 05/10/1 NO DATE mmmmwwmmm� PfV15 0,15 PER THUR5TON Ci. -SUN"Fy'1--1C')tJ11MffN 5 F"EV1,551,ON5 PSR,. THUR5TON COUNTY (-.'OMMEN-5- Rr-V15i0N5 PER 'TH1UR-5T(-'/N COLINTY C(DMMENTS REV151CN5 PER C' -17Y Of YFLM COMMENT5 �-D P5 R.EV15;0 PER (""T( (DIF �TLM C(�)mmll- N EVv' i [) E \N'A L K by CKD AFF P, 5AW CUT EX5TING A5MHALT ACCF-PTLED AS NOTED THURSTON COUNTY PUBLIC WORKS FIRE HDRAN'T WA. TER MEEf? NA TER VA 'F-' L V IRRIGATION VALVE_ 0S SEPTIC 7ANK LID CA TCH BASIN 0D STORM DRAiN V" 'NHCjl F POLE ANC—HOR GU Y POLE POWER TRANSFORMER GAS ME TER GAS VAIL"VE TELEPHONE MANHOLE TELEP.H`ONE PFDE, -1,14.1 SIGN TRAFFIC 'SIGNAL POLE LUMINARE LIGHT J—B()X VT-ILIT'r PC -4,1E FENCE MAILBOX' CONIFER TRELF AS: DE-CILDUC"b"_3 TREE" HANL-)iCAP PAPKING STALL +1 TURN LANE:* ED CE 0,'- F`AVEME,,',j7- GUTTER LINE POWER LOCA TES PHONE L' 10/'C A T E S GAS LOCATES WATER &I,. hN:E-- SEWER FORCE MAIN SAW CUT LINE VANN= dm� GRADINC L!,VITS -,(XX. .XX )�(x -- SPOT ELEVAPON ' ROPOSED GRAD" XXX. XX p SPO "T 11-�'LE-Vi, YELM LDS CHURCH IMPROVEMENTS PROJECT ThUR51-ON COUN-T-Y, "NA, MERIDIAN, WA5dINGTON 5TATE Pt ANF CnORDINATF 5'T n-Tf M VfP,T,ICA,L DATUM NAG ,53,"91, 5OUTh NGVD 29 ZONE 4GO2 TC RTC POINT 8,=�8 B "yl:.---- DATE: EXISTING CONDITIONS & DEMOLITION PLAN 2 years frorn acceptonce date PRO,JP-'T #: 2007104764 DRAWiNG itis E7 21 cjf= 14 N LA IN N'l VV ,V �,5 Consulting Era gin eers 4200 6th A venue SE, Suite JOY Lacey, Washington 9850J (360) 292- 7230 Fay, (360j 292-7231 N 5AW CUT EX5TING A5MHALT ACCF-PTLED AS NOTED THURSTON COUNTY PUBLIC WORKS FIRE HDRAN'T WA. TER MEEf? NA TER VA 'F-' L V IRRIGATION VALVE_ 0S SEPTIC 7ANK LID CA TCH BASIN 0D STORM DRAiN V" 'NHCjl F POLE ANC—HOR GU Y POLE POWER TRANSFORMER GAS ME TER GAS VAIL"VE TELEPHONE MANHOLE TELEP.H`ONE PFDE, -1,14.1 SIGN TRAFFIC 'SIGNAL POLE LUMINARE LIGHT J—B()X VT-ILIT'r PC -4,1E FENCE MAILBOX' CONIFER TRELF AS: DE-CILDUC"b"_3 TREE" HANL-)iCAP PAPKING STALL +1 TURN LANE:* ED CE 0,'- F`AVEME,,',j7- GUTTER LINE POWER LOCA TES PHONE L' 10/'C A T E S GAS LOCATES WATER &I,. hN:E-- SEWER FORCE MAIN SAW CUT LINE VANN= dm� GRADINC L!,VITS -,(XX. .XX )�(x -- SPOT ELEVAPON ' ROPOSED GRAD" XXX. XX p SPO "T 11-�'LE-Vi, YELM LDS CHURCH IMPROVEMENTS PROJECT ThUR51-ON COUN-T-Y, "NA, MERIDIAN, WA5dINGTON 5TATE Pt ANF CnORDINATF 5'T n-Tf M VfP,T,ICA,L DATUM NAG ,53,"91, 5OUTh NGVD 29 ZONE 4GO2 TC RTC POINT 8,=�8 B "yl:.---- DATE: EXISTING CONDITIONS & DEMOLITION PLAN 2 years frorn acceptonce date PRO,JP-'T #: 2007104764 DRAWiNG itis E7 21 cjf= 14 SITE PLAN NOTE: 5(TE PLAN FOR, TI -115 PROJECT 15 PROVIDED BY 1-10015TRA55ER. A550CIATE5, ARCHITFG-T5 STATIONING NOTE: I e-,. I-XTE-FMIl CAFT' Wll;-:N N k I C,6,T C- -1'4! 5AL-IN, WATER, UN",`5 0N CL051� ROX 1 rA T L2 j 3 342 342,56 roll I 00 nj 31 -342. 74 00 342 19 , 3 4"1 34-1.05 341.53 343.06 N 8 -413 340� 55 .69 - 342.56 341.03 342.70 341.05 34Z 46 .340.55 341.53 42.0 7 70 34 83 1 1--20Lr72Af(W,5 342,20 341 341. co Coco c 342.28 1/41� Ab 343 33 341.78 340, ro 343. *gj 341.03 4 JQL' 352.14TOW i 1 343.33 348.14600 EXIST. CL. 4 I . r I Lll�.: li"L41,�':.�. t J 49 348.38 TOC -IE= 3J �40 RM. BLD IE4 ------- 2 =,338.05r. 154788 FL 348,59 .349.00TOW 6 15 348-08 347.94BOW-7 5ff L-X&V*qNG CA, 2? I~ R f Rn 65'AG ff 349. 00 TOW 0 V ff M E NT 348.005IOW\ + 342.36 34 . w TQ -W-- 3 0 fp 341. 55 341. 79� 7 348. o6� LEGEND: 6 351.00TOW 00 35 1, 00 TO W -5TOfW DRAIN1v J48. 0060 W 342, 342.36 16 348,00BOW -X" t ROOF DRAIN UNE 3L2. 00 TO W .341-86 �.347. 79 -Q08OW 348, 8 NEW AC PAVEMENT 51.90TOW 348.008ow NEW tCOLOC" OR, 51MILAR, PERVIOU5E 60"=338.05 PAVERS EXISTING CHURCH BUILDING NEW CONIC 51DEWAM 15,397 S.F. ■ NEW CATCH BA54N 79LF' 12 is f " T = ,3 344, 9' t ' IE46 EX15T CONIC SIDEWALK 12 335.65 7 IE 12"=,-�35.65 6 LF 8-0 FVC 5UKFACE FLOW DIRECTION r+' -N 00 FT/f �T_ 3B. 8.0.343.80 k� xmxx 13: FIN1511 5POT ELEVATION '343.45 343.1 -i42. 7 0343.76 ID(15T� 5FOT ELEVATION 542,95 134 4 mm .20• 4 =. C RAC -TOR 10 L)5E tkTRfI`AE �V �`Jkn ATIEN f)',CAVKriNG'T0 \'j M5T. CONTOUR -a, ii nAf);N, wA:rr.K 6 UNNE5 IN ai.051ff PROXIM,11TY, �7 ,343 . 8 % STORM DRAIN CLEANOUT34'� -7 0 4- 7 co CO 1E=34Z65 34 F -'F -,344.9J D(15TING CATCH BA51N 73L F 6 "@1, 0%a. NEW )0( 343.90 1,342.59 '4,d 9 R 7 STORM DRAIN CATCH BASINS is 40 SEC. 30, T17N, R2E, W.M. o STRUCTURAL FILL NOTE: WET VAULT NOTE: EXISTING PARKING NOTE: 5TATION I i Off5ET KIM I.E. IN THE WET VAULT MATERIAL TO 13E CORRUGATED HIGH UPON COMPLETION Of THE PROJECT, CONTRACTOR THURSTON 9+og.w 1 9+2-0�45 I 6.(7 RT - 34. 1 & RT 343.00 (Q COUNTY, 7 \ Vj 5OUD LID WASHINGTON CON5TRUCT FRENCH DRAIN PEP, DETAIL (15) ON DRAWING C4.5 a 5EE ARCtifTECIURAL PLANS fOR,3HffD WALI-PitTAIL (12') NE (1211)5 TYPE 1 W19+8229 50LID LID CON5TRIJCTION OF ANY 5TRUCTURAL FILL 5ECTION 5HOULD . 3314'KT FOLLOW ALL RECOMMENDATION5 OF 50IL5 REPORT BY DEN5fTY POLYETHYLENE PIPE (CPEP)-5MOOTh SHALL APPLY A 5LURKY SEAL IN ACCORDANCE WITH THE EE TYPE 1 9+82.44 BRADLEY -NOBLE GEOTECHNICAL 5ERVICE5 DATED JUNE 12, 2007; INTERJOK. WET VAULT MATERJAL MUST ACCOMMODATE CON5TRUCTION 5PECIftCATION5 TO THAT PORTION Of 338-05 (12") 5 r-XI,"l I ING 51 OKM L)KAIN I rNI Is,) R1 MAIM JULY 25, 2007 AND MARCH 10, 2008 H5-20 LOADS. WET VAULT 5HALL BE PLACED ON THE FARrJNG AREA THAT WAS NGT RECONSTRUCTED. 338.20 336.20 TYPE 1 NATIVE MATERIAL WITH 5Ul"TAIXE BEDDING. CONTRACTOR 5hALL RE-5TRIFF PARKINGAREA PER 340-70 (81 5.NW (81 E DETAIL5 ON ARCHITECTURAL PLAN5. 338.41 TYPE 1 9+63.83 il 20.67 RT 340-33 349.20TOW (8,7 5E TYPE I I Q+ r. 4.23 1 5 ` KT 3.3 j3oWj 345.13 .344.58 13 8 ------ 1 10+88.03 75.0 RT 341.85 344.63'� 344.08 342, 5 7 335.05 T ---- 10+87.47 31 .44- RT 342.85 (0) N 3°3'9°46 (12") E 339-46 (I Z-) N 17 r(rE 1 10+87-13 1 G.0cy KT - 1 F.O.C. 342-16 33877 (12')5 338.77 (12") W 11+39.83 16.09 Kr F.O.Cl ... ..... 342-01 J- .04 344.93 344.43344.50 344.00 9 EXIST. PARKING .342-49 _,_341,9, 3413.24 342,50 SITE PLAN NOTE: 5(TE PLAN FOR, TI -115 PROJECT 15 PROVIDED BY 1-10015TRA55ER. A550CIATE5, ARCHITFG-T5 STATIONING NOTE: I e-,. I-XTE-FMIl CAFT' Wll;-:N N k I C,6,T C- -1'4! 5AL-IN, WATER, UN",`5 0N CL051� ROX 1 rA T L2 j 3 342 342,56 roll I 00 nj 31 -342. 74 00 342 19 , 3 4"1 34-1.05 341.53 343.06 N 8 -413 340� 55 .69 - 342.56 341.03 342.70 341.05 34Z 46 .340.55 341.53 42.0 7 70 34 83 1 1--20Lr72Af(W,5 342,20 341 341. co Coco c 342.28 1/41� Ab 343 33 341.78 340, ro 343. *gj 341.03 4 JQL' 352.14TOW i 1 343.33 348.14600 EXIST. CL. 4 I . r I Lll�.: li"L41,�':.�. t J 49 348.38 TOC -IE= 3J �40 RM. BLD IE4 ------- 2 =,338.05r. 154788 FL 348,59 .349.00TOW 6 15 348-08 347.94BOW-7 5ff L-X&V*qNG CA, 2? I~ R f Rn 65'AG ff 349. 00 TOW 0 V ff M E NT 348.005IOW\ + 342.36 34 . w TQ -W-- 3 0 fp 341. 55 341. 79� 7 348. o6� LEGEND: 6 351.00TOW 00 35 1, 00 TO W -5TOfW DRAIN1v J48. 0060 W 342, 342.36 16 348,00BOW -X" t ROOF DRAIN UNE 3L2. 00 TO W .341-86 �.347. 79 -Q08OW 348, 8 NEW AC PAVEMENT 51.90TOW 348.008ow NEW tCOLOC" OR, 51MILAR, PERVIOU5E 60"=338.05 PAVERS EXISTING CHURCH BUILDING NEW CONIC 51DEWAM 15,397 S.F. ■ NEW CATCH BA54N 79LF' 12 is f " T = ,3 344, 9' t ' IE46 EX15T CONIC SIDEWALK 12 335.65 7 IE 12"=,-�35.65 6 LF 8-0 FVC 5UKFACE FLOW DIRECTION r+' -N 00 FT/f �T_ 3B. 8.0.343.80 k� xmxx 13: FIN1511 5POT ELEVATION '343.45 343.1 -i42. 7 0343.76 ID(15T� 5FOT ELEVATION 542,95 134 4 mm .20• 4 =. C RAC -TOR 10 L)5E tkTRfI`AE �V �`Jkn ATIEN f)',CAVKriNG'T0 \'j M5T. CONTOUR -a, ii nAf);N, wA:rr.K 6 UNNE5 IN ai.051ff PROXIM,11TY, �7 ,343 . 8 % STORM DRAIN CLEANOUT34'� -7 0 4- 7 co CO 1E=34Z65 34 F -'F -,344.9J D(15TING CATCH BA51N 73L F 6 "@1, 0%a. NEW )0( 343.90 1,342.59 '4,d 9 R 7 STORM DRAIN CATCH BASINS is 40 o CONSTRUCT NEW A5PIHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 C15 # Ty'pF 5TATION I i Off5ET KIM I.E. IN I OUT Typt I TYPE ' Wl 9+og.w 1 9+2-0�45 I 6.(7 RT - 34. 1 & RT 343.00 (Q 338.57 (12) 5W 338.46 7 \ Vj 5OUD LID 102 CON5TRUCT FRENCH DRAIN PEP, DETAIL (15) ON DRAWING C4.5 a 5EE ARCtifTECIURAL PLANS fOR,3HffD WALI-PitTAIL (12') NE (1211)5 TYPE 1 W19+8229 50LID LID . . 3314'KT 342.78 338.15 (12'7 N.5 338.15 (120) W EE TYPE 1 9+82.44 1 53.05RT 341-81 336.05 (121 E.W 338-05 (12") 5 r-XI,"l I ING 51 OKM L)KAIN I rNI Is,) R1 MAIM 04 (,C)N5'TKU(,-1 rLU-')Il C.UKJ:� FrK DETAIL (20) ON DRAWING 3.2 INSTALL Wt:" VAULT D"IN rtl< 0tTAIL f4) ON VKAWlN;"Z7' 'C`3� I 338.20 336.20 TYPE 1 9+82.51 83,Ce R.T 340-70 (81 5.NW (81 E 338.41 TYPE 1 9+63.83 il 20.67 RT 340-33 1 (8,7 5E TYPE I I Q+ r. 4.23 1 5 ` KT 3.3 341.70 338.61 (6) N --4 TYPE 2 W7338.05 5OUD LID 1 10+88.03 75.0 RT 341.85 (12*) N 336.05 (12*) W 335.05 TYPE 1 5QUE) LID 10+87.47 31 .44- RT 342.85 (0) N 3°3'9°46 (12") E 339-46 (I Z-) N 10 r(rE 1 10+87-13 1 G.0cy KT - 1 F.O.C. 342-16 33877 (12')5 338.77 (12") W 11+39.83 16.09 Kr F.O.Cl ... ..... 342-01 It .04 CO IE -341,92- 343.40 34-1.09 342.7834.9 i 342-37 6 J� U / 1344,40 "1 ADDITION ICO IE -341,59- -%,"i, I §1. 07 14 342,4 7 sxti - 23LF 6"PVC -143� 90 0 743.02 3X0 CO IE- 341. 36 342.52 t 6Its 5LF " tt 344,41 343.97 12 6LF 6"@1.0% F f,) "@i, cm., 5 0' C19 T 7co !E=341,86 12, -145.007'QWl 344.60 15 345 00 TOW 344,OOBOW 13 341-41.20 TOC (Typj 344.10 344,0060W i PROPERTY LINE 34 7, 87/-� W END OF WALL 342.70 FL 744.188OW STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: - is 40 o CONSTRUCT NEW A5PIHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 6) F INSTALL CEM ENT, CONCRETf TRAfFiC CURB PER, DETAIL (I 7} ON DRAWINC, C3,2 G) INSTALL CEMENT CONCRETE SIDEWALK PEP, DETAIL (4-) I ON DRAWING C3.2 (Q 1115TALL (3) - !38 Lf 510 WET VAULT5 PER, DETAIL (1) ON DRAWING C3.1 7 \ Vj CN5TRUCTW51DOT TYIPE ! HC R,60FPER. Ve-1 AiL -'F-4o. i 0-0 1) O ON DRAWING C -3.2 102 CON5TRUCT FRENCH DRAIN PEP, DETAIL (15) ON DRAWING C4.5 a 5EE ARCtifTECIURAL PLANS fOR,3HffD WALI-PitTAIL (D CON51 KUGT 115 It X 22° WIDE X 4.5' DEff I NFILTKATION GALLERY WITH :5T0KMTrGIl 5C--740 OR, APPROVE0 EQUAL PER, DETAIL (2) ON DRAWING C3.1. INSTALL IN5PECTION CON5TRUCT NEW CONCKF-7(t PAVER5 5ECIION PEP, DIffTAIL (20, 2 1, 2 2) ON DRAIVi NG 10-3 CON5TRLICT VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) IN,5TALL CONCRETE Wtlf ft '-5TOP PER, DETAIL I! G) ON 107 DRAWING C3.2 PORT5 AND ACCF-55 "ER5 PEK PLAN AND DETAILS (5) AND (6) ON DRAWING C3.1 ,',3,2 ON DRAWING C3.2 5TA 1 1 +54.0, QL Of DKJVEWAV. INSTALL T'Trl I CEMENT r-XI,"l I ING 51 OKM L)KAIN I rNI Is,) R1 MAIM 04 (,C)N5'TKU(,-1 rLU-')Il C.UKJ:� FrK DETAIL (20) ON DRAWING 3.2 INSTALL Wt:" VAULT D"IN rtl< 0tTAIL f4) ON VKAWlN;"Z7' 'C`3� I CONCRETE APPRQACI-I PEP, DETAIL (4-9) ON DRAWING C3.1 UR5T *D15TANCE5 5HOWN ARE TO THE CENTER Of THE GRATE UNLE55 OTHERW151! NOTED 5TA 9+46.3, CVL OF I)RjvEwAy. IN5TALL TYPE I CEMENT CON5TRUCT ROCK WAIS„ PEP, Th ION COUNTY DETAIL ON DRAWING CON5TRUCT W5DOT n,'?E 315 5DEWALK RAMP PER I)ElAflL INSTALL 11 BARRICADES PEP, DEFAIL (12) ON DRAWING C3,2 -2.0 (F -40 15,00) ON DRAWING 13, i. *DCTAILS SHOWN ON DRAWING C3.1 (D CONCRETE ArrROACH rEF, XTAIL (4-0) ON DRAWING C3. I -ON (-0UNT'-,'C'0MMEN5 1 06129/07 RffV1510N'-5 PIK PlLJR51 C? Ar bY: PTR. THIIJR,5TON COUNP�' "I! A(CEPTED AS NOTED THURSTON YELM LDS CHURCH IMPROVEMENTS PROJECT 03/14/0-8 REV1510NO' rJ LA, NmVV - ------- - - CO �-j 1"j, -"Y PUIBLIC WORKS THUR5TON COUN-"-'" MM -N--'-- K: EV! 510 N5 F F R 04/05/05 ThUR,5J'CN l("0i JNTY, VVA. -4 nsulting Engineers 4 1 042210 1 FT-V15ION5 Pff F, (1 -ITT' Of Yff-IM Nj dT mF'5 4200 6th Avenue SE, Suite 309 1 RFEV151ON5 "TR CITY Of YFIM OG/03109 i � L- -L 0 4' , ".. ' ATE: S063 D Lccey, Woshin�ton85 903 GRADING AND STORM" DRAINAGE PLAN -2 ell - Q 9 VV 5,'DLPVVALK (360) 2-92-72 0 Fo(360) 292-- 72,31 NO 105� NO: 4C(S(-)/i 2C PROJEIC"T #: '-' 007104764 expires years, from, acceptonce date D A7 it WA5hINGT 011',1 5-4 ATE 1 Il-ANff l 'f i, i kTtf Nc-VD 29 ZONE 40012 1*(, is 40 WA5hINGT 011',1 5-4 ATE 1 Il-ANff l 'f i, i kTtf Nc-VD 29 ZONE 40012 1*(, GENERAL NOTES 5ANITARY 5EMP, MAIN IN5TALLATION I . ALL WORKMAN5H1P AND MATMAL5 SHALL BE IN ACCORDANCE W1TH CITY OF YELM 5TANDARD5 AND THE MOST CURRENT COPY OF THE STATE Or WA5HINGGTON 5TANDAR,D 5FECIFICATION5 FOR ROAD, BRIDGE AND MUNICIPAL CON5TRUCTiON (W5DOT/APWA), 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM 5HALL BE OBTAINED 13Y THE CONTRACTOR PRIOR TIC) THE START OF CONSTRUCTION. 3. IF CON5TRUCTION 15 TO TW PLACE IN THE COUNTY RJGt1_I -Or-WAY, THE CONTRACTOR. SHALL NoTirY TrIff COUNT)r'Ahlo 0t5TAIN ALE_ Ttir "QUIRm AFrKOVAL-) AND FfRmrr5. 4. A PRECON5TRUCrION MEETING 5HALL BE HELD WITH THE CITY OF YELM PRIOR TO THE 5TAKTI OF CON5TRUCTION. 5. THE CITY OF YELN15HALL BE NOTIFIED A MINIMUM Of 48 HOUR5 IN ADVANCE OF A TAP CONNECTION TO AN EX15TIlNG MAIN. A CITY WRE5ENTATIVF 5HALL BE PRE5ENT AT THE TIME OF THE TAP. G. THE CONTRACTOR 5HALL BE FULLY RE5PON51BLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIE5. THE CONTRACTOR SHALL. VERIFY ALL UTILITY LOCATION5 PRJOR, TO CON5TRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-600-424-5555 A MINIMUM OIF 48 HOUR5 PRIOR TO ANY EXCAVATION, 7. ALL PLASTIC PIPE AND 5ERVICE5 5HALL BE 1145TALLED WITH CONTINUOUS TRACER, TAPE 1145TALLED 12"TO 18m UNDIER, THE PR.0PO5ED fIN15HED 5UBGRADE. THE MARKER. SHALL BE PLASTIC NON -BIODEGRADABLE, METAL. CORE OR BACKING MARKED 5EWER. WHICH CAN BE DETECTED BY A 5TANDARD METAL DETECTOR, IN ADDITION, 5TEP 5Y5TEM5, AND FORCE MAINS SHALL BE fN5TALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER, WIRE WRAPPED AROUND ALL PLA511C 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 TftE CONTRACTOR. 8. ALL BURIED POWER FOR, 5TEP 5Y5TF_M5 5HALL BE INSTALLED WITH CONTINUOU5 TRACER TAPE IN5TALLED 12* ABOVE THE 13URJED POWER. THE MAR ,ER SHALL 13E PLASTIC NON -BIODEGRADABLE, METAL CORE BACKJNG MARKED "POWER". TAPE SHALL BE FURN15HED BY CONTRACTOR. 9, BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERJAL 5HALL BE REQUIRED IN ACCORDANCE.: WITH THE ABOVE MENTIONED SPECIFICATION (5EE NOTE 1). 10. TEMPORARY STREET' PATCHING 5HALL BE ALLOWED FOR A5 APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED 13Y PLACEMENT AND COMPACTION OF 2 INCH MINIMUM A5FHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RE5P0N51BLE FOR MAINTENANCE A5 REQUIRED. 1 1. ERJO51ON CONTROL MEASURES SHALL BE TWIN BY THE CONTRACTOR DURING CON5TRUCTION TO PREWNT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIE5 AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PLAN(5) IN ACCORDANCE WITH THF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE -13 �MUTCD) A5 REOUIRED. 08/29/07 "7) 3 04/0,1310e 04122-103 5 0Clol'___1/09 4 i 05/10/10 NO i DATE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL NOTES (5ANITARY SHWER MAIN IN5TALLATION- ) CONT 13. 1T 5HALL BE THE RE5PON51151LITY OF THE CONTRACTOR TO HAVE A, COPY Of THESE APPROVED PLANS ON CON5TKUCTION 5fTf AT ALL TIMF-5. 14. ANY CHANGE5 TO THE DE51GN 5HALL FIRST BE RfVfE'WfD AND APPROVED BY THE C-ITY Of YEL.M. 15, ALL STEP MAINS SMALL BE HYDR05TADCALLY TffrED)N CONFORMANCE WITH THE ABOVE -REFERENCED 5PECInCATION FOR TES WATER MAIN5. SEE NOTE I j IN ADDITION, ALL 5TEr NIAIN5 5HALL DE PIGGED/CLEANED IN T1 iC rREDENCI: Or 711E 07YIN5PECTOR PRIOR TO rLACfNG 5TEP' MAJN IN 5EKVICE. 1 G. PRIOR TO BACKFILL ALL MAiN5 AND APPURTENANCES SHALL BE M5PECTED AND APPROVED BY THE CITY Of YELM. APPROVAL 5HALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFIGIENCIE5 AND/OR fAILURE5 A5 DETERMINE[) BY 5U135EQUENT TE5TING AND IN5PffC19ON5, IT 5HALL BE THE CONTRACTOR5 RF-5PON51131LIT(TO NOTIFY THE CITY OF YELM FOR THE REQUIRED IN5PECTION5. 17: PUMI` CONTROL rANEL5 _5HALL E3E LOC]ArEl) ON GARAGE! WALL OR. Rf_`MOTr! UNI -r-55 oTr1r_Kw1:5r AUTHORIZED Dy Ttir. cirry, or -rrLm. 18, 1N THE EVENT` THAT THE DEPARTMENT OF LA50R AND INDU5TRIf-5 OR, THE CITY 5110ULD REQUIRE A 5EPARATE "ON -Off- 5WITC;H CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID 5W701 MUST BE LOCKABLE OR, HAVE A LOCKING COVER, TO HOLD AN OLYMPU5 TYPE 13F 125, 30MM PADLOCK. 19. 1115FECTION5 FOR ON51TE 51 EP IN5TALLATION5 ARE REQUIRED. A 24 HOUR NOTICE TO THE 5EWER, DEPARTMENT 15 REQUIREID PRIOR TO THE IN5PECTION. rFEM5 NEEDING IN5PECI ION ARE': A) TANK IN5TALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXI'l JkATI 0 N TE5T C) 5,5. PRF_55URE Tf5T D) SERVICE LINE PRF-55URE TE5T E) FINAL IN51"IffCTION 20, ALL LUMBER (Pi:rWOOD, ETC") U5ED TO MOUNT EITHER, PUMP CONTROL PANEL OR POWER METER MUST BE PRJt55URE TREATE�D, 2 1. AT THE END OF ALL 5TEP LINE STUD -OUTS, 511AL! NAVE A 4" X 4" P05T AND A RF -BAP, SHOWING THE END Of THE LINE. 427 LF - 4' 5DR, 21 CL200 (05P) SEE SHEETS C4.1 THRU C4.2 FOR CONTINUATION AMOXIMATE LOCATION EXISTING G" FIRES TO. BE RELOCATED — — — — — — — — — — — - / -7 130 LF - 2- PVC S" LINE TO, NILDiNG. LOCATION 5HOWN 3TALL REDUCED PRESSURE BACKFLOW 50P, 21 CL2oo ( I N,' 1 1 %7— G5p) 1 -BUIU — — — — — — — — — — BA5ED 04 EX1_!T NG A5 r f,2 Wc�c;FKARI Y Pr -W nFTAII 4:_`4 7 r)W 7o INFORMATION. CONTRA-CTRDR TO ., 7 FALJXATION FRI''OR TO 5TART 0 DRAWING C,4 5 CON5TRUCT40N. STA 9+45.65, 51.07' RT 3 14 x L 5TA 9+49,65, 184.50 KT 01 WATER LINE or T Ni P4,RKN6 J -T A S EXIST. CL, &if of RM. BLDG, I #/2 WATER LINE NOT LOC.ATW VIA TOPOGRAPHIC 5URVEY. e5TIMATED 0 LOCATION 5HOWN 15A5ED ON EXISTING A5 -BU!LT INFORMATION. CONTRACTOR TO VERIFY DCACT 0CATfON PRIOR TO NEW STORAGE BUILDNG, 168 S.F.. START OF CON5TRUCTION. s � c �� W , %� > r:XI:5-TING CONNECT TO 4 BLDG. 5WR T I.E.=±341 18 KriIS15TAN rX15TING f ME! HYDRANT PER :"1 340,51 40 LF - 2' PVC j5G LF - G* PVC ff.'s 6-7VhEET C4.4 A 1.2% 5CH 40 5WP T!,NG -R APPROXIMATE LOCATION OF EAST!,NG RANT WWARD5 FE SEPTIC DRAIN FIELD TO BE REMOVED DETAIL 6-12 Gt 172 541EET" C4.5 EXISTING CHURCH BUILDING 15,397 S.F. 73 If - r. PVC 1.2% M51-ING nRr NYVKANT TO DE PROPERTY LINE (') 5TEP PUMP CONTROL PANEL MOUNTED ON HOT RELOCATED. DIPPED GALVANIZED UNI -STRUT. + ®r" 35 LF - G" PVC @ 1.2% CONNECT TO 15UILUING CO 1, E. 33912 1 1. E, =341.43 0 I,f,- 1 14 LF - G* PVC a 1.2% _P�4 r � I 5M MECHANICAL PIANS 1339.43 Q5 If - I 1124 PVC 11 1 1 j EX15TING G" WATER MAIN FOR CONTINUAMON 02 1 77- O RnAow w"w wm hou5c. w5FTING Wft TO DE ABAINIDOWD PM 00f 5TANDA1W.5TA 1 I +49.50. 184.50 KT .5 L.F - 1 1/2' PVC NEW 0 ADDITION 7 PROP05ED & WATER LINE 3,930 S.F, 1 --STA I 1+51,50. 1456.5U RT 151,F- 1 112'mPVC -,- P RID"ED G" WATEK, LINE low IN5TALL, E45TING FIRE HYDRANT PE r1 1—:5EE 5TEP TANK DVI"AIL DETAIL. G-7 5HEET C4.4 NEW R.O.W, LINE (20) ON DRAWING C4,5 INSTALL HYDRANT BOLIARD5 PER PJM. — 344,01 DETAIL G-12 5HEET C4.5 LE, = 339-04 I.E. = 339.93 5EE MECHANICAL PLAN5 FOR CONTINUATION R, ff V I i 0 N 5 PER - R I L) R_5 TO N C 0 L JNITY (1-OMMENIT5 PIEV151ON-5 PER. THURSTON COUN7Y'0DMMf N'T5 t,,Y: ')E�51GNEU 5Y NLAWAW IL, REV151ON5 PER TrIUIR-51-ON C.'OUNTY COMM�NT5 ff C f 1) FYY, AF�,',CVFP- - n =*Consulting Engineers Iff V I f 7) 10 N 5 PER Fr( OF Yff L M (_'( 1vl M ff N -15 MR5 4200 6th Avenue _17E, Suite J09 KEV151ON5 CONrIMEN-Ft 7-26-09 Lacey, Washington 98503 NEW 501E'0/A[.K (J60) 292-72JO (360) 292--72311 NO, 40G04 ! 20 bY C r\D APER R, �' f ViS- � 1 (--) N AC—j_-_ pTiFLD AS NOTED THURST ON u T PUBLIC WORKS 4A in COMPOSITE UTILITY PLAN NOTES: of IN5TALL I -112" X I - 112" X I- U2* TEE 02 INSTALL 45* BEND WITH TH1RU5T BLOCK5 PER, DETAIL k/G-! 37 ON DRXv14NG C4,5 IN5TALI. 90- BEND WiTh Tr RUB-( 13LOCK5 PER, C."N D-RAWINGC4.5 04- RELOCATE EA5TING MIRE HYDRANT 05 IN5TALL 0' X Go X G" TEE, CAP END Of LINE WP11THRJU5T B's-OCK PER, DETAIL (G-131 ON DRAWING C4.5, ABANDON D05TING WATER, MAIN 15M- ND NEW TEE. G1N.5TAL1_ G" 5EWER CLEANOUT PER DETAIL. (7-7) (,,N DRAWING C4.3 C7 IN5TALL 45"5"riff BEND WITH THRU5T BLOCKING PFR DE4AIL. '' 13'ON DRAVIIING71-4 (__6� INSTALL 2" SERVICE CONNECTION PER DETAIL. (7-0 ON DRAWING C.4,35 C-) ) 5WR GNIT VALVE - 5EE DETAIL. (7-21) ON DRAWING C-4.1111 010 INSTALL 4" X 2" REDUCING TEE 5L X 5L X 5L OR PIPE 5ADDLE r N i 1) IN5TALL 4" 5ffWF-K END Of LINE CLEANOUT PER, DETAIL (7-20) ON DRAWING C4.4 (7,21 REMOVE EXISTING 84X5N5` TEE. IN5TALL NEW 8"*X*G4 TEE 04 5EWffR GATT VAI..VF: 14 THIRU5T 5LOCX5 @ ALL BENDS AND TEES ON PfPE5 LARGER THAN 4" DIA, NQM, TF. T OF ALL BACKFLOW A55EMbUff5 ARE NEEDED AND A COPY Of THE REPORT 5ENT TO WATER DEPARTMENT @ PUBLIC WORY,5 901 F110TON ROAD YELM, WA. 98597 1: _j 0 — NEW IRRIGATION METER PER CITY Of YELM XTAIL G-3 ON DRAWING C4.5. KrULICED PRE55UKIf bACFf`1_( W A55EMBLY FOR PER DETAIL 6-17 ON DRAWING C4,5. `— EX15TING bm WATER, UNE \`-- EXISTING G" WATER LINE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800 424-5555 ------- YELM LDS CHURCH IMPROVEMENTS PROJECT THUP,51""ON COUNTY, WA. DATE: ONSITE COMPOSITE UTILITY PLAN exp;res Z2 years frorn acceptance (late PROJECT #: 2007104764 3110 MERIDIAN; WASHINGTON STATE M..ANF COORE)INATE SY511TM VfKrICA.L DATUM NAD 63JO 1 NGVD 29 500 -Th ZONE LTC KTK POINi' 536 D RAWII NG A r1r, 4 , V F,hEl;=-'[ 6 oF 14 LEGEND —SS— GRAVITY 5EWER. dNff 9Fn 5EW-r-F, 0Nff 10 F)05WIN63 WATER LINT _w PKOP05ED WATER LINE IUMUD WATER. LINE_ 45" 13END OWATM "'--,5LEEV[- 5EWER AT 9,0` 5 ff N D (WATIMI WATER CRO55ING TEE WFTti TIR051 5L0CN;N.%G' CVVN-j'FR) - 27 LF - 2" PVC 5DR 21 C -L200 (G5P) 45" BEND 11111TH THRU5T BLOCKJNG (29F_VytK 5EWER CLEANOUT 5TEP PUMP CONTROL. PANEL 04 5EWffR GATT VAI..VF: 14 THIRU5T 5LOCX5 @ ALL BENDS AND TEES ON PfPE5 LARGER THAN 4" DIA, NQM, TF. T OF ALL BACKFLOW A55EMbUff5 ARE NEEDED AND A COPY Of THE REPORT 5ENT TO WATER DEPARTMENT @ PUBLIC WORY,5 901 F110TON ROAD YELM, WA. 98597 1: _j 0 — NEW IRRIGATION METER PER CITY Of YELM XTAIL G-3 ON DRAWING C4.5. KrULICED PRE55UKIf bACFf`1_( W A55EMBLY FOR PER DETAIL 6-17 ON DRAWING C4,5. `— EX15TING bm WATER, UNE \`-- EXISTING G" WATER LINE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800 424-5555 ------- YELM LDS CHURCH IMPROVEMENTS PROJECT THUP,51""ON COUNTY, WA. DATE: ONSITE COMPOSITE UTILITY PLAN exp;res Z2 years frorn acceptance (late PROJECT #: 2007104764 3110 MERIDIAN; WASHINGTON STATE M..ANF COORE)INATE SY511TM VfKrICA.L DATUM NAD 63JO 1 NGVD 29 500 -Th ZONE LTC KTK POINi' 536 D RAWII NG A r1r, 4 , V F,hEl;=-'[ 6 oF 14