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Redlines #3 063009ABBREVIATIONS ACP ADJ A.P. A55M BO BVC CB CDP C.I.P. CL, CONC CON5T G.P. CSP CSTC A DI, DIP DIA, 0 E EL EC EL, ELEV EOP ESMT EVC EXST, EX FG FH FL FM G5P HDPE HP ID IE IR, IRR L LCPE LT LF LP MAX MH MIN M5E N N.I.C. N.T.S. O.C. O.D. PAVT, PAV T PC PGC PI PP PRC PROP PT PVC PVI R, RAD RW, ROW RT S SCH SD SHLDR 55 55MH 5TA 5TD 5WP T TCE TEMP TYP UGT VC W W/ W.Q. = ASPHALT CONCRETE PAVEMENT = ADJUST = ANGLE POINT = ASSEMBLY = BLOW OFF = BEGIN VERTICAL CURVE = CATCH BASIN = CONTROL DENSITY FILL = CAST IN PLACE = CENTERUNE, CLA55 = CONCRETE = CONSTRUCTION = CONCRETE PIPE = CORRUGATED STEEL PIPE = CRUSHED SURFACING TOP COURSE = DELTA = DUCTILE IRON PIPE = DIAMETER = EAST = ELECTRICAL = ELEVATION = EDGE OF PAVEMENT = EASEMENT = END VERTICAL CURVE = EXISTING = FINISHED GRADE = FIRE HYDRANT = FLOW UNE = FORCE MAIN = GA5KETED SEWER PIPE = HIGH-DENSITY POLYETHYLENE PIPE = HIGH POINT = INSIDE DIAMETER = INVERT ELEVATION = IRRIGATION = LENGTH = LINED CORRUGATED POLYETHYLENE PIPE = LEFT = LINEAL FEET = LOW POINT = MAXIMUM = MANHOLE = MINIMUM = MECHANICALLY5TABIUZED EARTH = NORTH = NOT IN CONTRACT = NOT TO SCALE = ON CENTER = OUTSIDE DIAMETER = PAVEMENT = POINT OF CURVATURE = POINT OF COMPOUND CURVE = POINT OF INTERSECTION = POWER POLE = POINT OF REVERSE CURVE = PROPOSED = POINT OF TANGENT = POLYVINYL CHLORIDE PIPE = POINT OF VERTICAL INTER5ECTON = RADIUS = RIGHT-OF-WAY = RIGHT = SOUTH = SCHEDULE = STORM DRAIN = SHOULDER = SANITARY SEWER = SANITARY SEWER MANHOLE = STATION = STANDARD = SOLVENT WELD PIPE = TANGENT = TEMPORARY CONSTRUCTION EASEMENT = TEMPORARY = TYPICAL = UNDERGROUND TELEPHONE = VERTICAL CURVE = WEST = WITH = WATER QUALITY YELM LDS CHURCH IMPROVEMENTS PROJECT GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THURSTON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THURSTON COUNTY, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL 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 ACCESSIBLE AT ALL TIMES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION 51TE AT ALL TIMES. G. A PRECONSTKUCTION MEETING SHALL BE HELD WITH THE THURSTON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE START OF CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORJGINAL'PRE-CONSTRUCTION' STATE OR BETTER. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 9. THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. 10. ANY PROPOSED ALTERATIC)N5 BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND INSPECTOR. 1 1 . KPFF CONSULTING ENGINEERS 15 REQUIRED BY THUR5TON COUNTY AND THE CITY OF YELM TO PROVIDE A5 -BUILT CERTIFICATION PRIOR TO MNALJURI5DICTION 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 BACKFILUNG, 12, CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DRIVEWA1(5 SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLA,55 3000 CONFORMING TO THE REQUIREMENT OF SECTION 6-02 OF THE 2008 W5DOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRED AT THE DEVELOPERS OR CONTRACTORS EXPENSE. 'THE TESTING SHALL BE ORDERED BY THE DEVELOPER OR CONTRACTOR AND CHOSEN TESTING LAB SHALL BE APPROVED BY THE COUNTY. TESTING SHALL BE DONE ON ALL MATERIALS AND CONSTRUCTION AS SPECIFIED IN THE WSDOT / APWA STANDARD SPECIFICATIONS. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL STORM DRAIN NOTES I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE THURSTON COUNTY PUBLIC WORKS STANDARDS AND THE MOST RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2. TEMPORARY ER0510NWATER POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE 5TORMWATER MANAGEMENT PLAN AND SECTION 1-07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THURSTON COUNTY AND/OR OTHER GOVERNING AUTHORITIES OR AGENCIES. 4. A PRE -CONSTRUCTION MEETING WILL BE HELD PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAIN5 AND RETENTION/DETENTION AREAS WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 7. SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PIAN(5) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA51N5/MANHOLE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, 51ZE AND DEPTH OF RETENTIOWDETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BA5IN/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND THOSE PIPES THAT DAYLIGHT. 1 1 . PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE JURISDICTION. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION. 13. A COPY OF APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR SITES WHERE GPA55 HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GPA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY JURISDICTION. ENGINEER'S CERTIFICATION THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THURSTON COUNTY ROAD STANDARDS AND THE DRAINAGE DE51GN AND EROSION CONTROL MANUAL FOR THURSTON COUNTY. ALL DE51GN VARIANCES HAVE BEEN APPROVED BY THURSTON COUNTY. I APPROVE THESE PLANS FOR CONSTRUCTION. 1 08/29/07 j I I I REVISIONS PER THURSTON COUNTY COMMENTS DRAWN BY: DE51GNED BY NLA NMW • Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 2 03/14/08 30-1 7-2E PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY REVISIONS PER THURSTON COUNTY COMMENTS CHECKED BY APPROVED BY MRS DATE 6- 16-09 3 04/08/09 FILL: 297 CU. YD5. REVISIONS PER THUR5TON COUNTY COMMENTS 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS 5 06/03/09 REVISIONS PER CITY OF YELM COMMENTS JOB NO: 406041.20 NO DATE BY CKD APFR REVISION 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. 16. ALL EROSION AND 5TORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 17. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT-OF-WAY. IT AL50 SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO 05TAIIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18, NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE IRESPON51BLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W.5.D.O.T. STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTIUTIE5 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 NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO USE. 21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN G" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIOR TO FINAL ACCEPTANCE. r r �s.o�st ►�t krh C.tw 3 ��thS +O 14 foci club w%i } da . UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTIUTIE5 SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF A55UME5 NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIE5 PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTILITY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS Mw DATE: 510 {- L� QST Sj N SITE -<< -4-``� 1 say � L� I05THA VESE n O T O IORTHA VESE VICINITY MAP NOT TO SCALE PROJECT DATA: expires 2 years from acceptance date I PROJECT ,IV i Vic, W 3 510 {- L� QST Sj N SITE -<< -4-``� 1 say � L� I05THA VESE n O T O IORTHA VESE VICINITY MAP NOT TO SCALE PROJECT DATA: PARCEL# 22730210900 SITE ADDRESS: 10423 CLARK RD 5E YELM, WA 98597 SECTION: 530 T 17N R2E LEGAL DESCRIPTION: 30-1 7-2E PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY TOTAL SITE AREA: 3.45 Ac CUT: 339 CU. YD5. FILL: 297 CU. YD5. NET: 22 CU. YD5. <CUT> ARCHITECT HOCH5TRA55ER ASSOCIATES, ARCHITECTS 5801 80TH AVE COURT WEST UNIVERSITY PLACE, WA 98467 PH. (253) 224-4101 FAX (253) 565-6826 CONTACT: GARY HOCH5TRA55ER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS P.O. BOX 2328 ISSAQUAH, WA 98027-0105 PH. (425) 392-1260 FAX (425) 392-3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 6TH AVE. BE, SUITE 309 LACEY, WA. 98503 PH. (360) 292-7230 FAX (360) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY, PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 6TH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (360) 292-7230 FAX (360) 292 7231 CONTACT: THOMAS SWIFT, PLS CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APFKOVED FOR CONS I RUCTION BY: DATE DEVELDPMFNT REVIEW ENGINEER APPROVAL EXPIRE5 YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. 2007104764 COVER SHEET 0 MERIDIAN: WA5HINGTON 5TATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C1.0 i 03 08/29/07 2 03/14/06 3 04/08/09 4 04/22/09 5 06/03/09 NO DATE Y(1M IRWtTION 01TCH PlR IHIRSFON CobV IY 8 F, FILL 0 UNOLP AU0 'OR S FILL 4)M3 R 365!,5M AND IIr FLAT OL YELM TLRRA H LD UNOtH AUDITOR'S ;IIF WYLIE, 3EN Stlb (IRRIGATION DITCH APPEARS TO fir ARANLONHO REIT EXI911NI WELL HOUSE. DI WELL TO BE ABANDONED PIX DOE STANDARDS. REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER CITY Of YELM COMMENTS REVISIONS PER CITY OF YELM COMMENTS BY CKD APPR REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON DRAWN BY: DESIGNED BY NLA NMW CHECKED BY APPROVED BY MRS Consu/ting Engineers DATE 4200 6th Avenue SE, Suite 309 G -IG -09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 40604 1.20 SEPTIC SYSTEM ABANDONMENT NOTE: EX15TING 5ANITARY DRAIN FIELD5 TO BE ABANDONED PER THUR5TON COUNTY HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THUR5TON COUNIY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL RECOMMENDATION5 OF 5011.5 REPORT DATED JUNE 2007. DRAINFIELD LOCATIONS 5HOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPFF. 1 I i it +7 8, Ila T SAW CUT E%I5TING ASPHALT A f r CI T f 1, 34 Li 50511.,. Ll 1.! CATIONS )CATm. TM PSE 2 IIJ i.I �I I A �o 81 II ! C, I !� ! 1, I 1 I I LTO BE WAOV' ED 'OII A T U F1ALT I I I ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: expires 2 years from acceptance date I PROJECT LEGEND FIRE HYDRANT A WATER METER WATER VALVE IRRIGATION VALVE OS OD SEPTIC TANK LID CATCH BASIN STORM DRAIN MANHOLE POLE ANCHOR GUY POLE POWER TRANSFORMER GAS METER GAS VALVE TELEPHONE MANHOLE TELEPHONE PEDESTAL SIGN TRAFFIC SIGNAL POLE LUMINARE LIGHT J -BOX UTILITY POLE FENCE MAILBOX CONIFER TREE AS NOTED DECIDUOUS TREE HANDICAP PARKING STALL I1 TURN LANE EDGE OF PAVEMENT GUTTER LINE POWER LOCATES PHONE LOCATES GAS LOCATES IS - WATER LINE SEWER FORCE MAIN - — — SAW CUT LINE GRADING LIMITS/WORK LIMITS LINE XXK� SPOT ELEVATION (PROPOSED GRADE) XXX. XX XXX. XX SPOT ELEVATION (EXISTING) 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING THURSTON COUNTY, WA. C1.1 EXISTING CONDITIONS & DEMOLITION PLAN 2007104764 9HFFT 2 OF 2 3 4 5 NO ♦ \., KOCK RETAAITIG WAIL -SEE '. 5TANDARD DETAIL ON THIS 511EET i \ ; NEW STORAGE BUILDING, - FADNIO FABRIC AS RUQUIRED DDE TO SOLE CONDITIONS AS RME'WED AND APPROVED BY MCI COUNTY I:NGINAER W MIR. OF I l/2" �WASHED ROCK ORIGINAL 1. GROUND UNDISTURBED EARTH AS DIRECTED BY COUNTY EN(MEER PERE DRAIN WITH 4" MIR. W ROTE UNDER PIPE GENERAL NOTES: 1 Rvcke[Ies nlghar' the¢ 6 Snell be canstrocfed of rocks of g Bunted eleex Im1. 5 -men tv 2 -men from notlnm fo top Ik+ckeries of5 11 lower be c nxtructetl v/ a men to Y-mao f'DAAbott¢m to toy, . Rock see oe[egotlee nhall .nmmc: fm -m ticks (300 to 000 yo¢nds), 13 inches In Iced mm. Threewm rock, (eoo m 1eo0 von¢as), le mon.x m mast aim Fwrnm r«kx (1fioo m yzoo vmmas), le ramex m msec aime,um�': Fi vc-m meb (2400 to JeoO younds). Ca inches in lent a a m 2 The rockerr xn¢Roo be i ,Lea wlfn a stn face. .1 The long dWeneion oI 4Ae —1.s xhellbe mmnfnd towards [Fe bank v yro Ntle ---i- '72"4 Tne rook shell enc placed sa es to look into Doti rveke in tae mover ser. 5. Call for —K -l— poor to base -- bel¢g yleced ((or verifu:efla¢ of rockery heigh4 fwnaeGon meted., aM rock K o- 19¢ -Hog from mos mmmmd ensu eerrr me aael r of J an®¢Aar —peri --1 m 1 amen v. 08/29/07 REVISIONS PER THURSTON COUNTY COMMENTS 03/14/08 REVISIONS PER THURSTON COUNTY COMMENTS 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS 04/22/09 REVISIONS PER CITY OF YELM COMMENTS OG/03/09 REVISIONS PER CITY OF YELM COMMENTS DATE BY CKE) I APER REVISION w ROADWAY STANDARDS ROCK RETANNG WALL APPOW 9 - A SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXIST. PARKING DRAWN BY: DESIGNED BY NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 6 -IG -09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 40G041.20 ROCK RETAINING WAIL- 5ff 5TATIDARD DETAIL ON THI5 511EET I ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS , BY: DATE: a expires 2 years from accep `r 1 1 i I 1 1 gl I 1 0 18 I I I I I I f I _ I I I 1 1 i 1 I 0 EROSION CONTROL CONSTRUCTION NOTES 0 EX15TING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. v CONTRACTOR TO USE APPROPRIATE TE5C METHODS TO KEEP SEDIMENT OFF CLARK ROAD. OINSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OINSTALL e5TREAMGUARD' INLET FILTER PROTECTION AT CATCH BASIN LOCATIONS PER DETAIL ON DRAWING C2.1 O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RETAINING WALLS AND GRADE PERVIOUS PARKING AREAS TO FIN15H ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EXISTING BUILDING WHERE EXISTING PARKING 15 TO REMAIN, 5AW-CUT EXISTING ACP. 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT COMPACT THE NATIVE 501L BELOW THE SUBBASE. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROVISIONS Of CONSTRUCTION SPECIFICATIONS. 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND MAINTAIN UNTIL LANDSCAPING 15 COMPLETE. G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION DEBRIS. PLACE ADDITIONAL ASTM NO.8 JOINT/OPENING FIRER AS NECE55ARY TO FILL COMPLETELY. CONSTRUCTION PHASING THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE STEPS IN THIS ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED OUT OF SEQUENCE, AS CONDITIONS REQUIRE . THE CONSTRUCTION SEQUENCE 15 AS FOLLOWS: 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN TH05E LOCATIONS SHOWN ON THE PLANS. 2. CLEAR AND GRUB THE PROJECT SITE. 3. BETWEEN NOVENBER 15t AND MARCH 315t, ALL DISTURBED AREA5 GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE THAN TWELVE HOURS SHALL BE 5TA13ILIZED BY ONE OF THE FOLLOWING: MULCH, SODDING, OR PLASTIC COVERING. 4. GRADE SITE AND INSTALL ALL PERMANENT 5TORMWATER FACILITIES. 5. INSTALL UNDERGROUND UTILITIES (CABLE, TELEPHONE, POWER, SEWER, WATER, ECT.) G. PROVIDE CATCH BA51N PROTECTION BY INSTALLING 51LT SOCKS AND ALL. INLETS TO DRAINAGE SYSTEM AS SHOWN ON PLAN. 7. AFTER PAVING 15 COMPLETE, INSTALL LANDSCAPE 50D AND/OR SEED, AND MULCH ALL DISTURBED AREAS. 8. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE SITE 15 5TABIUZED AND SILT RUNOFF CEASES. 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE TRUCKS TO CONTROL THE RUNOFF AND EUMINATE ENTRY INTO THE STORM DRAINAGE SYSTEMS. LEGEND: INLET FILTER PROTECTION FILTER FABRIC FENCE NEW AC PAVEMENT NEW CONC SIDEWALK ® NEW PERVIOUS PAVEMENT EX15T CONC SIDEWALK EXIST. CONTOURS N 0 30 60 SCALE YELM LDS CHURCH IMPROVEMENTS PROJECT THURSTON COUNTY, WA. TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN nce date IPROJECT #: 2007104764 MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 ILRk"A kN'el C2.0 ADAPTER SKIRT 4B'' RETRIEVAL STRAP mv.,_/ 36" SEDIMENT ACCUMULATION INSTALLATION: • REMOVE CATCH BASIN GRATE CLEAN DIRT AND DEBRIS FROM GRATE LEDGE •PLACE STREAMGUARD INSERT OVER CATCH BASIN OPENING WITH BAG INSIDE BASIN OVERFLOW (TO BYPASS PEAK STORM VOLUMES) DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE SEDIMENT LEVEL •RECOMMENDED: EMPTY AND REINSTALL WHEN UNIT IS APPROXIMATELY HALF FULL (UP TO 12 INCHES SEDIMENT) •REPLACE GRATE, AT THE SAME TIME PINCH INSERT FABRIC BETWEEN GRATE AND FRAME •RECOMMENDED: REGULARLY INSPECT INSERTS AND LOG OBSERVATIONS AS A • CUT EXCESS FABRIC OFF AND LEAVE THREE BEST MANAGEMENT PRACTICE. TO FIVE INCHES OF FABRIC AROUND OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON STORM DRAINAGE DESIGN MANUAL FIG 32 FILTER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" s 14 Ga WIRE FABRIC OR EQUIVALENT BURY BOTTW OF FlLTER MATERIAL 2.6• IN K x 12" TRENCH 6' MAX L2" x 4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS 2" x 2" x 14 Go WIRE FABRIC OR EQUIV. FlLIER FABRIC MATERIAL 0 N 0°° o o°o 0 0 WAO EV CRA TO 1 IO'l 000 WASHED CRAWL BACKFlLL90° IXI BOTN SIDES OF FILTER J o° FABRIC FENCE I o°0 0 L___ Y x 4' NqW POST ALT. STEEL FENCE POSTS REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: FILTER FABRIC FENCE DETAIL 02-1991 STANDARD EROSION CONTROL NOTES SILT FENCES I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE 5PUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM GANCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE UNE OF POSTS AND UP5LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP51LOPE SIDE OF THE POSTS U51NG HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE PENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREE5. G. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER P05T SPACING IS USED, THE WIRE ME511 SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UP5LOPE AREA HAS BEEN PERMANENTLY STABIUZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TREE PROTECTION FENCE NOTE: TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES TO BE PRESERVED. THE FENCING 15 TO BE INSTALLED AND INSPECTED BY THE THURSTON COUNTY INSPECTOR PRIOR TO ANY GRADING ACTIVITY. NO CONSTRUCTION ACTIVITY 15 ALLOWED INSIDE THE TREE PROTECTION AREAS. HYDROSEEDING 1. SEED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER. 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G.,GEOTEXDlE5, JUTE MAT, CLEAR PLASTIC COVERING). 3. SEED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED 5URFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, 5WALE5, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. G. FERTIUZER5 ARE TO BE USED ACCORDING TO 5UPPUER5 RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENEVER EXCAVATION OF THE SITE EXPOSES PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER AND BACKFILLED WITH SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO A WASTE 517E OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL PURNI5H AND PLACE SUITABLE MATERIAL MEETING THE M05T CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND UBC REQUIREMENTS. MEASUREMENT AND PAYMENT SHALL BE MADE BY PER TON OF MATERIAL EXCAVATED. DEWATERING FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION 51TE SHALL BE DEWATERED AND KEPT FREE OF STANDING WATER AND MUDDY CONDITIONS AS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF 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 PLANS. THE CONTRACTOR 15 RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-5fTE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTORS ACTIVITIES SHALL BE HYDR05EEDED. 2. 5TA13IUZATION OF ALL EXPOSED AREAS WILL BE REQUIRED WITHIN 48 HOURS AFTER REACHING FINISHED GRADE. 3. AREAS OVER 5000 SQUARE FEET TO BE PAVED MUST BE PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS AFTER REACHING GRADE. 4. HYDRO5EED OR PROVIDE PLASTIC COVERING OVER ALL PROPOSED EXPOSED LANDSCAPED AREAS IMMEDIATELY AFTER CONSTRUCTION. 5. A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL WHO WILL BE ON-SITE OR ON CALL AT ALL TIMES. WILL BE IDENTIFIED BY THE CONTRACTOR. TOPSOIL STOCKPILES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31 . 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE POSITIVELY PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGRADE 15 EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR MOP05ED SODDING OR SEEDING, 4. PREVIOUSLY E5TABU5HED GRADES ON THE AREAS TO BE TOP501LED SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SEC. 30 T17N R2E W.M. SITE PLAN NOTE: STRUCTURAL FILL NOTE: WET VAULT NOTE: EXISTING PARKING NOTE: > > > 517E PLAN FOR THI5 PROJECT 15 PROVIDED BY HOCH5TRA55ER A55OCIATE5, ARCHITECTS _ CON5TRUCTION OF ANY 5TRUCTURAL FILL 5ECTION 5HOULD THE WET VAULT MATERIAL TO BE CORRUGATED HIGH UPON COMPLETION OF THE PROJECT, CONTRACTOR TH U RSTO N COUNTY WASHINGTON FOLLOW ALL RECOMMENDATION5 OF 50115 REPORT BY DEN5111' POLYETHYLENE PIPE (CPEP)-5MOOTH 5HALL APPLY A SLURRY 5EAL IN ACCORDANCE WITH THE STATIONING NOTE: - BRADLEY -NOBLE GEOTECHNICAL 5ERVICF5 DATED JUNE 12, 2007; INTERIOR, WET VAULT MATERIAL MUST ACCOMMODATE CON5TRUCTION 5PECIFICATION5 TO THAT PORTION OF INTERSECTION C/L OF CLARK ROAD AND YELM AVE E =STA 0+00 JULY 25, 2007 AND MARCH 10, 2008 H5-20 LOAD5. WET VAULT 5HALL BE PLACED ON THE PARKING AREA THAT WA5 NOT RECON5TRUCTED. NATIVE MATERIAL WITH SUITABLE BEDDING. CONTRACTOR 5HALL RE5TRIPE PARKING AREA PER DETAILS ON ARCHITECTURAL PLAN5. STRIPING NOTE: .,� SEE ARCHITECTURAL PLANS FOR PARKING LOT LAYOUT AND STRIPING DETAILS 345.20BOW 345 3. 4.08 13 344.58 - 13 g - _-----.._ - 8 13 34-.� ..,. - - 342.57 341.90 342.07 341.40 _ Cg0.5% - r- - 62F 2 344.93 0 344.43 344.50 - i > � � ' -,-.' 343.06 ' 344.00 EXIST. PARKING 14 342.49 '. 1< 341.99 342.07 343.24 342.50 341.80 341.57 34.30 343.06 342.74 342.00 342.56 342.19 341.37 3��341.53 6 -N343.06 � I 341.69_340.87 340.55 341.03 342.56 342.70 6 341.05 342.46 I h 342.20 .55 341.96 34 .5a ak .. .343.83 r 340 C r , 4 ",?:f%{tifr 342.28 Ca COCo a 341.37 341.53 343.33 341.78 g 340.87 T D r C\ 343.83 g 341.03 352.1 W F120 a . � 348.14BOlA� x,, EXIST. C4 ,t 348.38 TOC.;s fE=333.40 s RM. BLD , 47.88 FL Gi 1 � E7 38 0 „ , 3 8.56 15 34 .0$ 349.00TOW .vr r v /h ...-,., .... t..t gy , 347.94BOW 4tF i t9 349.00TOW 348.00BOW 342.36 .342.29 ' 350.00TDTN J ,f : 3 341.86 LEGEND: .351.00TOW i B � // � w -s- 5TORM DRAIN U351,OOTOW NE -OB \ 18 \ 348.0080W�I. - - ROOF DRAIN UNE 3 .00TOW �� ' 342.36 42.29 g 34$:QOBOW 341.86 341.79 I' 0 NEW AC PAVEMENT 351.0&TOW -� 8• �l9 NEW 'ECOLOC OR 348.00BOW 50 1 t Mill" ) --1 51MILAR PERVIOUS ' t'�l�wk)k4.... IE 60"=338:05PAVFRsEXISTING CHURCH BUILDING 'll'5;•• ..;,' .�. NEW CONC SIDEWALK � � m NEW CATCH BA51N 15,397 S.F. }. 79LF 12122 a 0 5% FF=344.93 -� o 0 EXIST GONC SIDEWALK ` � � � � � � ' IE 12 � � 9 �L 7 335.65 IE 12"=335.65 to 5URFACF FLOW DIRECTION J .�' 16 LF 840 PVC xzz.x 5=0.00 FT/FT IE12"=338.05 FL 343.80 ' FIN15H 5POT ELEVATION l r x' `, 343.45 343.1 342.70 D ° ( %% EXIST. SPOT ELEVATION 11 343.76 n` 342.95 34 4 I; a I CONTRACTOR TO USE I EXTREME CARE WHEN EXCAVATING TO IN5TALL CATCH 15A51N. WATER UNE5 IN CLO5E r �IL PROXIMITY. 10 (D r I . I �5 12OLF12"®0.59 I 11 J I r (D 5EE DRAWING C4.2 I OR FRONTAGE ITMM ROVEEMENT5 Y I I I 1I O I' I� gT �J .ZO I' j,l CONTRACTOR TO U5E EXTREME IXI5T. CONTOURS "' "') "� �` 11l CARE WHEN EXCAVATING TO 1 i' ;/. •., 12.45 6 0 ^ _ _ 6 �a I IN5TALL CATCH BA51N. WATER 4 n UNE5 IN CLOSE PROXIMITY. • a V • 5TORM DRAIN CLEANOUT '• ••' r pts yw FL 343.$7 :. EXISTING CATCH BASIN v E=342.65 - z8.0iTS`"i� + it co 342.77 . �. ICOI 342.27 73LF 6 '®1.09 FF=344.93 :..., .Y� (>��I I NEW 11 }�: 343.90 STORM DRAIN CATCH BASINS I.E. CB # TYPE STATION OFFSET RIM I.E. IN OUT I � TYPE I 9+09.88 I GAY RT - F.O.C. 342.27 - 338.57 (12-)5W EE TYPE I W/ 9+20.45 34. I B' RT 343.00 338.46 (127 NE 338.46 (12) 5 SOLID LID TYPE I W/338.15 9+82.29 33.14' RT 342.78 338.15 SOLID UD (127 N,5 (I 2') W ® TYPE 1 9+82.44 53.05' RT 341.81 338.05 (127 E,W (12') 5 (12') 338.05 5-1 TYPE 1 9+82.51 83.08' RT 340.70 338.20 (875.NW 338.20 (8') E © TYPE I 9+63.83 120.6T RT 340.33 - 33.41 (8')5 5E F7 TYPE I 10+64.23 83.23' RT 341.70 - 388'6. 1 8 TYPE 2 W/ I 0+88.03 75.0 RT 341.85 338.05 (12)N 336.05 (12-)W 5OUD LID 335.05 (6') N 9 TYPE I W/ 10+87.47 31 .44' RT 342.85 339.46 (12)E 339.46 (12')N 5OUD LID I O TYPE I 10+87.1 3 16.00 RT - 342.1 6 338.77 338.77 F.O.C. (12') 5 (127 W I I TYPE 1 11+39.83 16. RT 342.01 _ 332.04 '015TANCF5 5HOWN ARE TO THE CENTER OF THE GRATE UNLE55 OTHERWISE NOTED 'DETAILS 5HOWN ON DRAWING C3.1 CO IE 341.92 ADDITION CO IE=341.59 343.40 343.28 342.87 343.90 342.97 6 N r I I ��. 344.40 14 343.09 342.78 342.47 342.37 I _ 3,930 S.F. fl -231L s'Pvc ®1.0�---- I CO IE=341.36- -y 343.02{ 41 344.47 \_I •.e 343.97 �I 12 6LF 6"1.09 k 901 63-01.0IE=341.30 �� s.a lu 19 CO IE=341.86 12 345.00TOW - 344.60 15 _ 345.00TOW f 344.00BOW e 17 344.OOBOW 13 343.20 TOC I N PROPERTY LINE LTYP.) 347.18TOW 344.10 (TYP.) END OF WALL 342.70 FL I 'p 344.18BOW STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: CON5TKUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING 5ECTION ON DRAWING C3.2 O DRAWING EME2 CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 DRAWING 3EZT CONCRETE 51DEWALK PER DETAIL (4-1 1) ON 0 20 40 O O IN5TALL (3) - 96 LF 50 WET VAULTS PER DETAIL (1) ON DRAWING C3.1 O CON5TRUCT W5DOT TYPE I HC RAMP PER DETAIL (F-40. 10-0 1) O SCALE 7 ON DRAWING C3.2 i2 CON5TRUCT FRENCH DRAIN PER DETAIL (15) ON DRAWING C4.5 18 SEE ARCHITECTURAL PLAN5 FOR 511ED WALL DETAIL O 5C- 40 OR APPROVED EQUAL PER DETAIL ( )NFILTRATION ON DRAWING GALLERY 1. INSTALL INTH ON5PECTIION O CH CONSTRUCT NEW CONCRETE PAVERS SECTION PER DETAIL (20, CONSTRUCT VERTICAL FACE CEMENT COINCRETE CURB PER DETAIL (21) 17 INSTAR CONCRETE WHEEL STOP PER DETAIL (I 6) ON 21. 2) ON DRAWING C3.2 13 PORTS AND ACCESS RISERS PER PIAN AND DETAILS (5) AND (6) ON DRAWING C3.1 O ON DRAWING C3.2 DRAWING C3.2 (� WA5HINGTON 5TATE OCONCRETE APPROACH P I5TAVEWAY. 1(459) LL TYPE DRAWING ENT I O EX15TING 5TORM DRAIN 5Y5TEM TO REMAIN 14 CON5TRUCT FLUSH CURB PER DETAIL (20) ON DRAWING 3.2 18 IN5TALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3. 1 -II/ PLANES STEM ATE VERTICAL DATUM NAD 83/91, SOUTH OCONCRETE APPROOOF PEP WAY. IN5T EL TYPE I ON DRAWING CEMENT I 10 IN5TALL TYPE II BARRICADE5 PER DETAIL (1 2) ON DRAWING C3.2 15 CON05TRUCT ROCK WALL PER THUR5TON COUNTY DETAIL ON DRAWING 19 CON5 SUCT 5 DRATYPE 313 WING 13.2 EW� RAMP PER DETAIL TC RTC POINT 838 ZONE 4602 9 PROVIDE 36'0 ACCE55 RI5ER PER DETAIL THI5 SHEET. FINISH GRADE 12"0 PVC FROM MANHOLE #4 If on 338.05 36'0 ACCESS RI5ER STANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCESS RI5ER 12'0 PVC TO MANHOLE #8 IE = 338.05 ---±5LF --i I--'-5LF 12'0 PVC 12'0 PVC PROVIDE 36'0 ACCESS RISER PER DETAIL THI5 SHEET. LENGTH PROVIDE 300 ACCE55 RI5ER PER DETAIL THIS SHEET. IE = 335.05 S=O.O FT/FT 5=0.0 PT/FT 5EE TYPICAL PAVING 5 DETAIL ON DRAWING C 12"0 PVC FROM MANHOLE #4 If on 338.05 36'0 ACCESS RI5ER STANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCESS RI5ER 12'0 PVC TO MANHOLE #8 IE = 338.05 ---±5LF --i I--'-5LF 12'0 PVC 12'0 PVC 6'0 PVC TO MANHOLE LENGTH WIDTH IE = 335.05 S=O.O FT/FT 5=0.0 PT/FT OF ROWS IE = 335.05 IE = 335.05 O 6040 H20 -RATED CPEP 5MOOTH INTERIOR WET VAULT 0 5 = 0.0 FTJFT. IE = 334.05 SET VAULT DETAIL SCALE: N.T.S. FIN15H 12'0 PVC @0% IE = 338.05 -334.05 48'0 TYPE 2 CB RIM - 341.85 IE IN=338.0512'N IE IN = 335.05 Go N IE OUT = 336.05 12' W ET VAULT DRAIN DETAIL I LL SCALE: N.T.5. dEPA1GlE fiA•E INIasRAL BAE 9 WrJflllw r1aAErerblawl rr `_ tale MANIID fBMAIE SA•E rlrtlum TYPE 2 CATCH BASIN SCALE: N.T.5. 12'0 PVC 00.5% TO INFILTRATION GALLERY If = 336.05 335.05 ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY 5TORMNUMBER wI LENGTH WIDTH BOTTOM INLET HAMBE OF ROWS TR1IliaE iNnOPsee ELEV. ELEV. SC -740 4 1118.00 22.00 333.40 335.65 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES, SC -740 CHAMBER- '/. - 2 INCH WASHED, CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EQUAL II -III -I MIN. 0.25' ACP PATCH PROPOSED PAVEMENT �{ I .5' (TYP) 5ECTION� 6r -j _._ DRAINROCK 5'0 CPEP ACCESS LADDER 5 ACCESS RISER DETAIL SCALE: N.T.5. reTra 1. MaYpwrohualylgrl Kjyy b4'ar bur. 3. Th9WMnef Ob PRVY Gals bYr^W 4l.PO briUwM dairy IS 9. TM�°IWrYRnb lit Pa. nwlbMMtl.TtlM aW,T r9 wr.w. Tlw Fxnw was r o4W He tlwe•abwa wlM. 4. NriollRb M141Nwwwallakmw dz mHMan IEWI Nods PrrrM wIs•wsm.�m dw 9-r... a.uwmnwwd m. R•IlMaesµa sir sp PgbW6ryMpPwMjolrt moralhYm1Ynu win a1rMwC SPelN+r0o, 0904e. CATCH SA$IM JIMEN$ION$ BATCH wI BAUN" soupFROALIE Masl•e eAeEFtara�rdelsEE NA M PILI) ONH.Tp1 WofhaRfl¢Id. 0106109 STORMIECH LLC CONCEPTUAL PUN DISCLAIMER TR1IliaE iNnOPsee �r •E�1wFdN III HANDLE THE DEIGN VOLUME LISTED ABOW THE STAND, AT AND APeUCAdOtt OF THE,„o•, 9-T TT Oa SUUsmn H ancge'�'enH .,ylormtech.CORh ULTIMATE RESPONS&IJII O THE DEIGN ENGINEER 10 ASSURE THAT THE STOPoIWATER SYSTEM ruld.Memd eeARAOa ELSE NRORAL•AtE' 4e• 4• a IT a 09 0.16 w 4S Ir 4Y a 019 0.19 e7 r P 4C E Dm E?b n a a tr om 024 N• 8' 1T T1• 1T 0.]9- OA as or IT N' IT 039 OTB PIPE ALLOWANCES MaI HPE MATHWL WTI) rM1MIMM IMM L 1M R BAUN" soupFROALIE DlWEl13t Coleco,ETBI GPSSP NR11 ywy METAL 1) P 0) PVLifj WofhaRfl¢Id. 0106109 STORMIECH LLC CONCEPTUAL PUN DISCLAIMER Push rnICRETe ?4• Tl N' THIS ST TECH CHAMBER S1S1EM LAYOUT WAS PRODUCED 10 DEMONSTRATE A BID LAYOUT THATstonniFerctri III HANDLE THE DEIGN VOLUME LISTED ABOW THE STAND, AT AND APeUCAdOtt OF THE,„o•, 9-T TT Oa SUUsmn H ancge'�'enH .,ylormtech.CORh ULTIMATE RESPONS&IJII O THE DEIGN ENGINEER 10 ASSURE THAT THE STOPoIWATER SYSTEM 18?0. 819dLt10)) 39- 9Y 4T lit INSf FCT ION PORT DF TAIL REOUIREMENIS. STORMTECH LLC OCE$ NOT APPROVE PLODS, S➢NG ON SISTEM DESNNS, THE 4T M DESGMNG ENGNEER IS RESPONSIBLE FOR ATL DE9CN DECISIONS. 54• Jar 4n m s9- 4C O Du Bloc, P.fyN 11) Srn Bwwr Paw (sn Bowe Ipq]M tab. ePc Pos Holl �J (act. 6pe¢ Yfett(7J) �a ' • III lo W�r4reH fltAw MS�bt 11111 ''asst. ep 143 I EE y CATCH BANN TYPE 2 STANDARD PLM) b70.26011 SM4'rL OiH BEET AIBP®FON weAR1w IWPId1 PWOww•o 049/.p 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) \ BALLAST __G" GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL SCALE N.T.S. I i�-hl Pl1C4)1! I -h NOTE: OPENING IN UD FOR USE OF MANHOLE HOOK 15 REQUIRED. PAVEMENT FLOOR BOX FRAME AND LID W/S. S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP CLASS "C" CONCRETE PY BuBa BACH 9-g MAP EA All FRAMEAND VANED ORATE OIE A aAR MD.7P POR C ME1a11T NAsa MR HOOP6 Port 1P HEKJlr PRECAST BASE SECTION 3 TYPE 1 CATCH BASIN SCALE: N.T.5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 1 INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.5. PIPE ALLOWANCES "NOTE: CHAMBER SYSTEM DESIGN MUST BE IN AASHTO M288 CLASS 2 ACCORDANCE WITH STORMTECH DESIGN MANUA NON -WOVEN GEOTEXTILE 20 Beaver Road. Suite 104 DMYlTM WofhaRfl¢Id. 0106109 STORMIECH LLC CONCEPTUAL PUN DISCLAIMER Push rnICRETe Phone: 888-892-2694 THIS ST TECH CHAMBER S1S1EM LAYOUT WAS PRODUCED 10 DEMONSTRATE A BID LAYOUT THATstonniFerctri III HANDLE THE DEIGN VOLUME LISTED ABOW THE STAND, AT AND APeUCAdOtt OF THE,„o•, ,,,„ Fax: 866-328-8401 ry' STOINTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERIINm. IT IS THE SUUsmn H ancge'�'enH .,ylormtech.CORh ULTIMATE RESPONS&IJII O THE DEIGN ENGINEER 10 ASSURE THAT THE STOPoIWATER SYSTEM 18?0. 819dLt10)) 'SUN IS IN NLL CCMPUANCE dM ALL APPUCABIE LAMS AND REWLADO1i SIMYIECN- PRUFLEWIILPVC PRWUCTS MUST BE DEgQNED AND INSTALUD IN ACOdDANCE MIH STCRMTECH'S MINIMUM INSf FCT ION PORT DF TAIL REOUIREMENIS. STORMTECH LLC OCE$ NOT APPROVE PLODS, S➢NG ON SISTEM DESNNS, THE DESGMNG ENGNEER IS RESPONSIBLE FOR ATL DE9CN DECISIONS. INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.5. PIPE ALLOWANCES Nl1INYM IrY{NATMdAL maw DMYlTM PFBI•WNFD OH 1i. Push rnICRETe ALL METAL PPE 1S FRSPf IT 1510 -WINES 11.05.10) 90110 NNLL PVC 15. 18?0. 819dLt10)) PRUFLEWIILPVC 15.. ts'm. sax. am.lztzn • COaLMTEO PEr11riENP srola sEtAst PIPEPPE SOBAR EACH CORNER WNW 1. A9 scoaptable atlelnzaumta the mbar NmRw In to PRECAST BASE SECTION. Snare IWarMd according to the Standard $pe<i'IceNms), or wits meeh having a tlithum area of 0.12 square Ihtlnas per nod shall he used with ale mininturn required road shown In the ALTERMATIVE PRECAST BASE SECTION. Wire mash steal not be placed h the larodcoun. 2. The knockout diameter shell not be greater than 2tY. ICnorkade shad have a w it aYclaneas of T ninlnum to 2S madneln Pro" a 1.S mentum gap baMare knockaul wad and the Outside efane pipe. After are plee Is haldlm, ■ the gap with join mortar in annrdanm wlm standard Speclim lon 9-04,3. 3. The maximum depth from the finished grade the lowest Phar heart deal be 3. 4. The lame and Were mSy be Mutated vdlh the flange up ordewn.The frame may bo met late the witustmEnt sack.. 5. The Premet Base Section may rave a mudded Star, and the M16 may be WOW at a rate of 1:24 or sleapeo 6. The Opening ehel be measured at he Mop of the preuet Lam awdon. 7. All pickup holes shall be graded fly atler ane bash had been placed. PAVEMENT SECTION BEE NOTE 1 ALTERNATIVE PRECAST SASE SECTION PAVEMENT GRADE 0 O.5' COMMERCIAL ----{ CONCRETE CATCH RASIN TYPE 1 STANDARD PLAN M-11.20-00 spas*+or+spar ARKJ/R LCR RRCA,Y} N•mldl htschw 060149 RECE55ED HANDLE TYPE COVER OR OLYMPIC 6' NON-- FOUNDRY UB -950 PERFORATED E PVC PIPE TT OLYMPIC FOUNDRY #VB -950, OR INLAND FOUNDRY #248 VALVE BOX WITH 3/4" STORM° CAST H UD COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N.T.5. BI^L- olr9-,u 1 It, .. , .v a IILa colon >-. A 111)9 WALK. r _ J a as RrC YPL ' rscowe rl Ll nslc cK eF w.r rel A w,w I 4 cN � a 1L FF! i0N-k I 1 f If API' I L 1, F 1 Pr H FI' N 1A ,N 1 ',1 Ah A 1'1 1 fI H 9i` H DI H' PEC T AI'f H Link L 1. rH. s IFR i t 0.r IL 4'I`tarn u rrs CEMENT CONCRETE APPROACH zi SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, 5OUTH NGVD 29 ZONE 4602 TC RTC POINT 838 HND �.r EACH EArn 11110M =IrNSH F y/AA9.� ExiANS1oN EXPANSION JOIN SCORE FE, -,IK '011T P_ANIER STRIP - (as REa_) - - 15 J PURR & 6VTEER SDEWAwLK �If P 4N TCR SIHP- ' M (A5 PED) I 0961{CpNCRETG PNIP NMW Q% R-'/? Yr' CHECKED BY APPROVED BY MRS .�. TAY FC,/jYj�n`iYTY�i'r��w�/n�i/iXY��/may vi\ Lacey, Washington 98503 (360) 292-7230 Fox (360) C. COULEE JOB NO: I BIT TH NOIES: 18EE Nps a I IAVAN410N JECUT MATERIAL TO HE 3/8" THICK VREMOLDED 101NT CREEP IDLE THICKNESS OF CONCEPT TO COMPLETELY COVER REQUIRED SHORFCRa E I INSPECTION RE 2 IONM AND Rn, n o POURING CDNCRE'F. CITY OF TICLM 3 SCORE MARKS SHALL BE ±1/8' WIDE BY flT4- DEEP. / FOR 01 NEFF 0" PILOT IC WORKS OVER aw wD:H A LONCInDscone - - Mn H oE MADE ALONG CENTER of WALK RK AIIB LDEwalK- C-- T L 1 E LOJ E(Pnn510N JOINTS SHALL BE INSTALLCO IN CURB AND UI'ER AND IN SIDEWALK AT PC AND PT AL ALL CURB 7 L F Whit h Rr IJRNs EXnAN9nN JOINTS STALL BE PLACED +N - - - SOFNALK AI SAME LOCATIONS AS THOSE IN CURB AND APPROVE. DVIC,. NO_ "Ti IR ALEN SIDEWALK IS ADJACENT TO CDRB AND _ 4-11 GlT'ER, UNLESS OTHERWISE DIRECTED BY ENGNCEF. rUBLIC wDFKS DBECiOR ATE DAN ijI CKO -I ATE 7DFS. JEG 5-c S C S C 10/5/94 10 CEMENT CONCRETE SIDEWALK SCALE: N.T.5. MOGIe PONT v 91aa]I1XpaMPANb pNe RENPN (tYP4 .EMT m1a:. e TYVPE IRE1 MIP 1 CME' al ONC 'ANNIE H CURB - 'NO GLJI ILe CITY nl Y IPS DEC'] OF FLP IC ORKEPT NL'GI 1 ICI1 ITT �<1J �T IFI � 1 N( 01, 'Pr FT 'PION( FEI 'L_'l. l�� _CI l)i 1 PIFLI O FE(.ANI TCIT, )f "- APveaotP LWG. No. IAAF ),'MF 111 UD[I ILLP FOR f DI ITOIIAI. _ 'I I11-OPICAT TION 7N OIM DIT .ol IRFFT L PFN =Ay,M LT 11PTC TJ F .:I. DES DAN. CMU 'Ai 11 NEIGHBORHOOD COLLECTOR SCALE: N.T.S. GACA macs ao9laaNSPAAA1Lc Tp APPRPRmI w.,wwv cTVP.) G1��' :reels 1YR1 a■erxK -,.. P1ANN[W RAN NEN PLANNWh LAYOUT I LAYOUTS LAYQ1T a GEE NOTE S GEE ralE 2 SERI R r r-o-pE1B,TAiIE WMMaW 0-T M. (.r art / MTI9N NO SAL) woan WAP / (A b aWKa� i 11LlH )f q!� T /�..: F SIOEVALK ♦ 1 v aICTIDN � lea: A k �� MITER ( �(i� Y .\ (GEE pET J NT(EIIIIYYPPPINBWN lI^'` I eTb.PW1 Fle1P� T H FACE 6pall 1 W -P aNINECI 4 d/L UIIJ 1 /O OwT FN.E aR glgG W OaacEuiEat� G0. � 4.. GNIWIi 00lIONlE 'Y r clN�rcorr�,E...... eDPvaaA R.IIa rmEt yA mbEixNK-CRR■a■U� �---� BECTpN (H l■EE NM e) R.1NYlw SIDEWALK RAMP TYPE 1 Edi LAY0M 1,; L 3 r -PMN, bj TOP OF - / GOARaWY Gp9YYlt CrIGMTCaNCIfitF wmI (� `PRE r1a01E0Uq SIDEWALK RAMP TYPE 1 WITH LAYOUTS �J SCALE: N.T.S. 1 08/29/07 2 03/14/08 3 04/08/09 4 04/22/09 5 06/03/09 NO DATE BY I CK) APPR PfV1510N5 PER THUR5TON COUNTY COMMENTS PEV1510N5 PER ThUK5TON COUNTY COMMENTS REVISIONS PER TI iURSTON COUNTY COMMENTS REV1510N5 PER CITY Of YELM COMMENTS REVI510N5 PER CITY Of YELM COMMENTS REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 9 20" 3'_9'}. , '9&101lJ.. _. - ROW PLANER VARIES -I SIDEWALK AT 2/. 1 VIA, BREAKAWAY FEATURE I DRILLED PARALLEL TO SIGN FACE. 1 IF POST S12E EXCEEDS 4 N ( SEE W.S.D.O.T. STD. PLAN DETAIL G 4 FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERAL NOTE S', 1. MARKINGS FOR BARRICADE SHAIL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWN.XKB, PER THE MUTCD, AT AN ANGLE OF 45' TO CURB). 2. THE ENTIRE AREA OF RED AND 6TTF STRIPES SHALL BE REILECTORIZEO 50 AS TO BE VISIBLE I UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 TEST WHEN ILLUMINATED BY THE LOW BEA EC OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS I FOR OTHER BARRICADE COMPON, NTS SHAIL BE WRITE. 1. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK. a_ CONSTRUCT BARRICADE PER MULCT) TYPE 2, SECTION 6F.60 TYPE 1. II ON III SARRICADL:. 12 BARRICADE TYPE II SCALE: N.T.S. NOTES 1. The botban of to arp shad II s larval am (rpt In aaaaa of 2% Wry 0696 4' K N. 2. LryaN 1, 2, S 3 rquha hw (2) of tltb bid Nem: °CMEI Can SI walk Raw Type P. The ba am III not Include Sr a4annt Cu (a Curb L GuI w 9dawa■E 3. RNM NOW NMI flat he eroearIho 12H:1V. 4. Tote meld aw &I kw81e, wpm depw Nal ill mcea 5. AVM pRI oehapa OMMM. (alba bomw x WaT aba■uC10 In Gant of amp Mare Waw. S. Curb A GNar is Oran. w da, Canbad Plan for to Cab J@I spd6d See SwIa d Plan F-10.12 for nab doWIL T. SM Swdard PYn F W,10 for SH&I loM phnaam NEW JII A RAW Al` a SA IM 2W OL II I 1719 AM b iW 11nV -� � i1w PAT1EN AIEABWLL roRaATION eEYH NCOIdt DEINCTABLB WARNS* PATTERN D■TAL d f}PIISS JUNE IA 209H i SIDRwALK RAMP TYPE I NINTH LAYOUTS STANDARD PLAN P•40.10-01 81ST 1 !F 1(6@f APPROVm PpI PularwTpx PE■ce B■botich R 10Ab0T wrap.. as aFv..wanwpYr RAal13 PCNFOF SOE'AWI.X RNP ¢ Am wIm nE11,w1 zm ,. 5 \ 1 o . FI CB4IERLANE \\ ry ASPHALT CONCRETE PAVEMENT �FIN15H GRADE 2' CSTC 9' 13ALLA5T ". COMPACTED NATIVE 51LBGRADE OR APPROVED FILL ' COMPACTION TESTING REQUIRED FOR SUBGRADE. ' ALL THICKNE55E5 ARE COMPACTED D'EPTI15. TYPICAL CLARK ROAD PAVING SECTION SCALE: N.T.S. 3" ASPHALT CONCRETE PAVEMENT 2" C5TC (NATIVE SOILS) f FBI I ir fsFTH, 6' BAU A5T ;/ , Y/ /-?/ V NATIVE 5UBGRADE OR-� '� T�/� APPROVED FILL COMPACTED / / ; TO A MINIMUM DENSI� �,T 95% OF ASTM D 698 ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.S. 4' 2 1/2' 6'-0" 3' 9' 2 N3 BARS MIN /13/16' DIA HOLE5 3:1 SAND 4 CEMENT I O' MAX GROUT I' DEPTH CONCRETE CURB NON -SHRINK GROUT (2) N6 BAR5 2' CLEARANCE OYP) 16 WHEEL STOP DETAIL SCALE: N.T.S. c9eRcaaDREYe 9DavNx ANP 1YrE:fa C PAJrNMAN TINT) lg - BRAD REBAL) , (SEF a:TwEl _/ b�FF� TE TO SCo C SDI�/ ` ;' B \1 % �`a' " gIATERSTAPfTYPJ "FOO, wR Iia5"d LURA Rf'fURN PADUs URN, ON Calr- ! a AND Wr'IEM , I RANaFW cEaetr caacrEre J p TyGpL 1 SIDEWALK RAND TYPE 313 NOPMLLI(MW 1VPF 9e `--I- urour 5 -PYA a-U'HN BIIRRI SAIF LEVEE TOPOP C@Etr1 , L919R fAlILRETE CONI.REIE � CIIRBB GIfI1ER CURE RAE" DETAL r-0' - DETEGiANIE WNNNO 9WEVa,IK RECTION (SEF ROOM a) S' -VAMP VARER ONP PFm If CO. COwa2Te / PEDESTRIANCURD -. (SEE STD. PIAN AA%121 b �' SECTION 1 G 1 SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. DRAWN BY: I Mf1Be1 (6EE CFFNU 5 PwV. G 0'/a! 0961{CpNCRETG PNIP NMW P�EYMLKILANpN It, CHECKED BY APPROVED BY MRS .�. TAY 4M Elute i _..rIlI81I / Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 C. COULEE JOB NO: P®Gsmw cuaa / DEAE99En \-LUReacimlGR (SFE SrD. FLW F161]I 18EE Nps a SECTIM U 9WEVa,IK RECTION (SEF ROOM a) S' -VAMP VARER ONP PFm If CO. COwa2Te / PEDESTRIANCURD -. (SEE STD. PIAN AA%121 b �' SECTION 1 G 1 SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. DRAWN BY: DESIGNED BY NLA NMW Consulting 4200 6th Avenue SE, Suite Engineers 309 CHECKED BY APPROVED BY MRS DATE 6- I G-09 Lacey, Washington 98503 (360) 292-7230 Fox (360) 292-7231 JOB NO: 406041 .20 FILTER FABRIC MUST OVERLAP STORM CLEANOUT- IE=34 I .36 NEW SEE ARCHITECTURAL ADDITION PLAN5 FOR DETAIL WASHED ROCK FF=344.93 TENCATE MIRAFI TYPE 140N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL 6' PVC ® 1.0% MIN. 5EE ARCHITECTURAL PLAN5 FOR ROOF DRAIN CONNECTION DETAIL 15 FRENCH DRAIN SECTION SCALE: N.T.5, 6 I/2'�- FACE OF CURB 2' I" FACE OF CURB 5 1 / 5 I/2' '' I' R. 12' R. r~ I' R. MATCH I� ROADWAY TOP OF SLOPE D D TOP ROADWAY o //J ip / • D I/2' R. ROADWW AY OF D D eD p s P -G' CEMENT CONCRETE TRAFFIC A7 CURB & CURB AND GUTTER T SCALE: N.1.5. 6 ECO -LOC CONCRETE 1 1 I�� ( f PAVERS E Ir ,QTS MOTES 1. The bosom of the rarnp Mal have a IPM area (not IF ezcesa of M In any dnlcaaQ, 4' • 4'. 2 The Type 313 Fargo Layout reµiea Nna (2) d 01b bid Ean, 'Cement Cane Stlewak Ramp Type 9R' The Nd Ian dues not INEVd Gro 24anat Cum(a Curb 8 GI ba SWMaIk bdween RaLpe, or Sar Camel Cuna Ped"arman CULO. 3. pare 911 anal Rad be aNapar Ilion 12 1V. N. AVOW paonp mwa■e NadMmS, )mrahm JERI a' alar abaWw hon In !rare of Ramp auras aLw. 5. Cab 8 GdbrIs Moan, Gee 111e Conrad, Plans AVIV ■ne curto deapn Sperdled. San SaEWad Ran F-10.12 for wry de a15 6. See SW.Pisn F310.10foraWaaaellaaaga Rants dealL R a i Al rN rwx w fur zar F - I a Sr 114B PLAN C T)Ba• 3M &Li o TV 1znP THIS PATTERN AREA SHLLt. HEVA1pN aE YELLOwN COLOR MIEC CABLE MAIMING PATILMN MTAL ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS SIDEWALK RAMP TYPE 98 BOTH LAYOUT STANDARD PLAN F40.15-00 $HFET 1 OF 1 pE£F APPROVED PoR PlaNlr/.lpN x n Smhh 0 am-07 Ila. oR1ro.TR�a - _- y wabV.^ Aw MsFdll.wrwYa.. TYPICAL PAVING` - SECTION (5EE DETAIL, TH15 5HEET. 20 FLUSH CURB SCALE: N.T.S. 6' 112' R. �• PERVIOUS PARKING LOT SURFACE VERTICAL FACED 21 CEMENT CONCRETE CURB SCALL: N.T.S. E'CO4.0c CONCRETE PAVERS A9 -1.MIN 1.5' MAX. MANUFACTURED BY MUTUAL MATERIALS CO VERTICAL FACE CURB %N1 Nh GRADE TYPICAL PAVING iIL111 1T > U SECTION (SEE 'I " DETAIL. TH15 S 1 c�NATVE 9UBGRADE 91ffJ )<1 T rws GAJ (seE DeraL. 2' ASTM NO.B BEMING THIS - 12' A5TM 10.2 9UB.BASE 4A5TM NO. I -I/2' WASHED ROCK COMPACTED TO 95% MOD. �NCRETE PAVERS SECTION A -A �� C0_SCALE: N.T.S. YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM83191. SYSTEM NAD 83!91 ,SOUTH NGVD 29 ZONE 4602 TC RTC POINT 535 BY: DATE:- GRADING AND STORM DRAINAGE DETAILS r expires 2 years from acceptance date PROJECT #: 200 71 0 47 6 4 plV•niIP.CE1 C3.2 NOTE INSTALL FILTER FABRIC I� UPON COMPLETION OF TRENCH. 344.50 FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER Il,�\ TRENCH. MAINTAIN FILTER I( 12" MIN. FABRIC UNTIL LANDSCAPING 15 'vt.. ) z:,.. COMPLETELY ESTABLISHED. 6' PVC ® 1.0% MIN. 5EE ARCHITECTURAL PLAN5 FOR ROOF DRAIN CONNECTION DETAIL 15 FRENCH DRAIN SECTION SCALE: N.T.5, 6 I/2'�- FACE OF CURB 2' I" FACE OF CURB 5 1 / 5 I/2' '' I' R. 12' R. r~ I' R. MATCH I� ROADWAY TOP OF SLOPE D D TOP ROADWAY o //J ip / • D I/2' R. ROADWW AY OF D D eD p s P -G' CEMENT CONCRETE TRAFFIC A7 CURB & CURB AND GUTTER T SCALE: N.1.5. 6 ECO -LOC CONCRETE 1 1 I�� ( f PAVERS E Ir ,QTS MOTES 1. The bosom of the rarnp Mal have a IPM area (not IF ezcesa of M In any dnlcaaQ, 4' • 4'. 2 The Type 313 Fargo Layout reµiea Nna (2) d 01b bid Ean, 'Cement Cane Stlewak Ramp Type 9R' The Nd Ian dues not INEVd Gro 24anat Cum(a Curb 8 GI ba SWMaIk bdween RaLpe, or Sar Camel Cuna Ped"arman CULO. 3. pare 911 anal Rad be aNapar Ilion 12 1V. N. AVOW paonp mwa■e NadMmS, )mrahm JERI a' alar abaWw hon In !rare of Ramp auras aLw. 5. Cab 8 GdbrIs Moan, Gee 111e Conrad, Plans AVIV ■ne curto deapn Sperdled. San SaEWad Ran F-10.12 for wry de a15 6. See SW.Pisn F310.10foraWaaaellaaaga Rants dealL R a i Al rN rwx w fur zar F - I a Sr 114B PLAN C T)Ba• 3M &Li o TV 1znP THIS PATTERN AREA SHLLt. HEVA1pN aE YELLOwN COLOR MIEC CABLE MAIMING PATILMN MTAL ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS SIDEWALK RAMP TYPE 98 BOTH LAYOUT STANDARD PLAN F40.15-00 $HFET 1 OF 1 pE£F APPROVED PoR PlaNlr/.lpN x n Smhh 0 am-07 Ila. oR1ro.TR�a - _- y wabV.^ Aw MsFdll.wrwYa.. TYPICAL PAVING` - SECTION (5EE DETAIL, TH15 5HEET. 20 FLUSH CURB SCALE: N.T.S. 6' 112' R. �• PERVIOUS PARKING LOT SURFACE VERTICAL FACED 21 CEMENT CONCRETE CURB SCALL: N.T.S. E'CO4.0c CONCRETE PAVERS A9 -1.MIN 1.5' MAX. MANUFACTURED BY MUTUAL MATERIALS CO VERTICAL FACE CURB %N1 Nh GRADE TYPICAL PAVING iIL111 1T > U SECTION (SEE 'I " DETAIL. TH15 S 1 c�NATVE 9UBGRADE 91ffJ )<1 T rws GAJ (seE DeraL. 2' ASTM NO.B BEMING THIS - 12' A5TM 10.2 9UB.BASE 4A5TM NO. I -I/2' WASHED ROCK COMPACTED TO 95% MOD. �NCRETE PAVERS SECTION A -A �� C0_SCALE: N.T.S. YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM83191. SYSTEM NAD 83!91 ,SOUTH NGVD 29 ZONE 4602 TC RTC POINT 535 BY: DATE:- GRADING AND STORM DRAINAGE DETAILS r expires 2 years from acceptance date PROJECT #: 200 71 0 47 6 4 plV•niIP.CE1 C3.2 GENERAL NOTES (SANITARY SEWER MAIN IN5TALLATI0M 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM 5TANDARD5 AND THS M05T CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION 15 TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. G. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE PROP05ED FINISHED 5UBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 'Er OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR, 8. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED 'POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR, 9. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 10. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 1 I . EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FAGUTIES AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AS REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION 5TTE AT ALL TIMM. 14. ANY CHANGES TO THE DF51GN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 15. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 16. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY 5U85EQUENT TESTING AND INSPECTIONS. T 5HALL BE THE CONTRACTORS RESPON51BILf fY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. I& IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON -Ci SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP 125, 30MM PADLOCK. 19. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) 5.5. PRE55URE TEST D) SERVICE UNE PRESSURE TEST E) FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST Bit PRE55URE TREATED. 21. AT THE END OF ALL STEP UNE 5TUB-Oi SHALL HAVE A 4'X 4' P05T AND A REBAR SHOWING THE END OF THE UNE. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON { EXIST. PARKING INSTALL REDUCED PRF55PRE BACKFLOW A55EMBLYF91R DETAIL 6-V 7 ON DRAWING C45 •',tet"�o- n T f f 5 NEW PARKING ,TALLS EXIST CL \ 11/2' WATER UNE NOT LOCATED VIA \ RM. BLDG ♦ TOPOGRAPHIC SURVEY. fSTIN(gTED f� LOCATION SHOWN BASED ON IXISTING� A5 -BUILT INFORMATION. CONTRAICTOR \ ?� aitiv�4at ..r NEW STORAGE BUILDING. 168 &F TD VERIFY EXACT LOCATION PRIQR TD START OF CON5TRUCTION. �. 81 LF- 1 112' PVC EX15TING BLDG. 5ENER I.E=±341.18. IF E SEE SHEETS C4.1 THRU C4.3 FOR CONTINUATION sDAz� 427 IF - 4' 5DR`86I.Ii (G5P) N 9 EXISTING CHURCH BUILDING�,,t_� 15,397 S.F. 73 LF 6 PVC @ I. SS I I I I I 28 LF - 2' PVC - M 6 O I I I I II EX15TING FIRE HYDRANT TO BE - RELOCATED. CAP EXISTING UNEAT NEW I 8 HYDRANT LOCATION REMOVE OR ID 5CH 40 5WP PROPOSED WATER LINE 9 ---- - ---- ASSUMED WATER LINE IO LF-2'PVC 45' BEND (WATER) 51 EASEMENT UNE ,- 90° BEND 5DR 21 CL200 (G5P) (WATER) SLEEVE SEWER AT 5TA 9+45.65, 180.50 RT WATER CROSSING - - - - 45° BEND WITH THRUST BLOCKING (SEWER) 9+27.00,32.44- RT +- cc R 21 CL200 (OF) 51 CLEANOUT a STEP PUMP CONTROL PANEL • Y N SEWER GATE VALVE 7 7 _ _____ - 130 LF - 2' PVC �� /4.1 I Sim .5DR 21 CL200 (GSP) 1 s'@ 6LF-_wc ______________ J 8 II I 7 1' 5TA 9+45.65, 51.OT RT 5TA 9+49.65, 184.50 RT 1 1 �cl l K. gl II o 8 �I �NNI I I I I II -coli I 0340.70 I I i I 1 II VC= >% I � I 1 I EXISTING CHURCH BUILDING�,,t_� 15,397 S.F. 73 LF 6 PVC @ I. SS I I I I I STEP PUMP CONTROL PANEL MOUNTED ON HOT DIPPED GALVANIZED UNI -STRUT. 35 LF - G' FVC @ 1 75% - M 6 O I I I I II EX15TING FIRE HYDRANT TO BE - RELOCATED. CAP EXISTING UNEAT NEW I 8 HYDRANT LOCATION REMOVE OR ' CONNECT TO BUILDING II. I.E.=341.43 CO I.E.=338.31 6 CO E.= I i HA1B'DANRAM REMAINING UNE BEYOND NEW #3 .SEE MECFIANICAL PIANS 14 LF - G' PVC @ 1.75% -�� 92 i. FOR CONTINUATION 5 LF - 1 1120 , NEW of Lr- 1 lir r�c, t _ 3,930 S.F. 15 LF - I 112' PVG\ - - - 338. i 1 4 n5 {I .O I STA 1 1 +49.50,184.5U KT 5TA 11+51.50,186.50 1 1 40IF-2'PVC I1 SCH 40 5W SEE STEP TANK DETAIL (20) ON DRAWING C4.5 NEW RO.W. UNE RIM = 344.01 (r Mckii 1A s%TOT Sli 'b"?iw ikdi 5' {rormi 71.1E. I.E. = 338.01 +O TOP 0; I%S" 011 TANk L-4ISS_r 5' I.E. = 339.93 SEE MECHANICAL PLANS FOR CONTINUATION COMPOSITE UTILITY PLAN NOTES: OINSTALL 1-1/2'X 1-1/2'X 1-1/2'TEE OINSTALL 45° BEND OINSTALL 90' BEND O4 RELOCATE EXISTING FIRE HYDRANT OS INSTALL 6' X G" X G" TEE 6O INSTALL G" SEWER CLEANOUT PER DETAIL (7-7) ON DRAWING C4.3 O7 INSTALL 45' STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 O8 INSTALL 2"51 CONNECTION PER DETAIL (7-1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7-21) ON DRAWING C4.4 10 INSTALL 4' X 2' REDUCING TEE 5L X 5L X SL OR PIPE SADDLE I I INSTALL 4" 5EWER END OF UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 LEGEND Q SS GRAVITY SEWER UNE OF THE REPORT SENT TO WATER e� STEP SEWER LINE O 901 PHOTON ROAD EXISTING WATER UNE ID v PROPOSED WATER LINE 9 ---- - ---- ASSUMED WATER LINE 'c 45' BEND (WATER) ,- 90° BEND (WATER) SLEEVE SEWER AT TEE WITH THRUST BLOCKING (WATER) WATER CROSSING 45° BEND WITH THRUST BLOCKING (SEWER) LF - r PVC cc R 21 CL200 (OF) 51 CLEANOUT a STEP PUMP CONTROL PANEL N SEWER GATE VALVE Q NOTE: TEST OF ALL BACKFLOW A55EMBUES ARE NEEDED AND A COPY OF THE REPORT SENT TO WATER Q DEPARTMENT @ PUBUC WORKS O 901 PHOTON ROAD YELM, WA. 98597 Q UNEW IRRIGATION METER PER CIN OF YELM DETAIL 6-3 ON DRAWING C4.5. REDUCED PRESSURE BACKFLOW ASSEMBLY FOR PER DETAIL 6-17 ON DRAWING C4.5. EXISTING & WATER LINE EX15TING6" WATER UNE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 At VKOVf D FOR GONSTRLCTON by DAIE: _ OFVFLOPMENI RFVIPW LNQNFFR APFROVAL!XFIF75 N 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91 • SOUTH NGVD 29 ZONE 4,602 TC RTC POINT 838 STA 0+38.30, 24.6d LT - CONNECT TO EX15TING 8' STEP MAIN. INSTALL 8' X 4' 5TAINLE55 STEEL TAPPING SLEEVE WITH THRUST BLOCKING. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING CITY OF YZLM STEP UNE PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER IF ANY DISCREPANCIES TO HORZJVERT. LOCATION BEFORE PERFORMING THI5 WORK. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 2':t 2% THEN TRENCH FOR SEWER INSTALLATION. RESTORE TRENCH PER THURSTON 5TA 0+42.12. 21 .66' LT COUNTY DETAIL 6-H ON SHEET C4.5. OVERLAY FULL LANE WITH 2" COMMERCIAL HOTMIX INSTALL 4' STEP UNE GATE VALVE ASPHALT. (MJ X MJ) PER DETAIL (7-21) ON DRAWING C4.4 CIN OP YELM LIMITS UNE _ 5TA 2+45.49 EXISTING PAINTED STA 5+00.00, 5.0 LT Z ROAD CENTERLINE CIN OF YELM THURSTON COUNTY INSTALL 4' STEP UNE GATE VALVE STA 7+00.00, 6.5' LT- I 0 R.O. W. LINE (MJ X MJ) PER DETAIL (7-21) ON SAW CUT AND REMOVE ASPHALT. 1 DRAWING C4.4 STEP UNE O 1 -- INSTALL SEWER AND REPAIR PER / DETAIL 7-3 ON DRAWING C4.3 I I — - - — - - — - - — - - — — - - _ - - — -. - — - - — - - — - - — - O Z ` a CLARK ROAD fi. - - o Z =- - -- - N I °32'52'E 54.7d� s -- -- - - _ - -- - _ STEP7—-1OE. STEP STEP STEP S1EP —STEP — - - STEP STEP O v+oo \ _ +oo - _ _ _- — 2+m -- - - ' - — --d5TE - 1.319.66' a+oo s+oo s+o0 7� LL- LU------------------------------------ IXI5TING (j A 3+22.47. 5.0' LT/RT E.O.P. LINE O.W. LINE I Q C9 / 5TA 0+69.32, 0.0' LT/Kr 1 END STEP 5' LT TYPICAL p / INSTALL (1) 45° BEND OFFSET OF PAINTED ROAD WITH THRUST BLOCKING 1 CENTERLINE TRANSITION Uj / BEGIN STEP LINE TRANSITION I N ROAD STATIONING FROM THUR5TON COUNTY CONTROL POINT 56644 CASE SURVEYED SECTION LINE MON. 2 1/2'T.C. BRA55 CAP IN CONCRETE. SHOWN 1/4 SECTION CORNER FROM SURVEY WITH COORDINATES 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 1 08/29/07 4200 6th Avenue I RFV151ON5 PER THUK5TON COUNTY COMMENTS , 03/14/06 Lacey, O 98503 REV151ON5 PER THUR5TON COUNTY COMMENTS 3 04/08/09 292-7230 Fox (360) 292-7231 PEV1510N5 PER THUR5TON COUNTY COMMENTS 4 O REV1510N5 PER CITY OF YELM COMMENTS 5 06/03/09 OCz o NO DATE BY CKD APPP. PEV15ION �0 ++NO !` 8 - a Nw EXISTING ELEVATIONS 'CROWN `J1 Z CS 345 w _ --- - ._-. _ OF THE ROAD__- w F Z.- 345 o O oz U LU N08 (n mou -------- -------------- -----------�---- --- -- -- - - - - -- -------- --------I--------fi-- -----j------------------------------------- t STA 0+38. 24.64 LT w !i � ' 340 MATCH INTO EXISTING I' j 1340 _. CONTRALTO TO VERIFY u PIPE DEPTH 4 LOCATION Z z 40 LFt 410 UNE ! I ! ! 1 427± 4'0 STEP LINE 431 LF± '0 STEP LINE SDR 21 G5P 1 335 8 W N _ T SDR 21' - -- n ICL200 G5P - 01 _. I... R I1-200 335 °�'i �i! m'. m mI �'! All Ai 330 330 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 1 08/29/07 4200 6th Avenue SE, RFV151ON5 PER THUK5TON COUNTY COMMENTS 2 03/14/06 Lacey, Washington 98503 REV151ON5 PER THUR5TON COUNTY COMMENTS 3 04/08/09 292-7230 Fox (360) 292-7231 PEV1510N5 PER THUR5TON COUNTY COMMENTS 4 04/22/09 REV1510N5 PER CITY OF YELM COMMENTS 5 06/03/09 KEV1510N5 PER CITY OF YELM COMMENTS NO DATE BY CKD APPP. PEV15ION CLARK ROAD HORZ.: I" = 30' VERT.: I" = 3' DRAWN BY: DESIGNED BY NLA NMW CHECKED BY APPROVED BY MRS Consulting Engineers DATE GRAVITY SEWER LINE 4200 6th Avenue SE, Suite 309 G- I G-09 • Lacey, Washington 98503 90° BEND (WATER) (360) 292-7230 Fox (360) 292-7231 JOB NO: 40G041.20 5+50 6+00 6+50 7+00 ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS A I BY: DATE: '•'T � I I "'� iy KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION SIGNAL SUPERINTENDENT 3 DAYS PRIOR TO WORK AT INTERSECTION LEGEND SS GRAVITY SEWER LINE STEP SEWER LINE STEP EXISTING WATER LINE • PROPOSED WATER LINE ' 45° BEND (WATER) 90° BEND (WATER) TEE WITH THRUST BLOCKING (WATER) 45° BEND WITH THRUST BLOCKING (SEWER) �0 SEWER CLEANOUT m STEP PUMP CONTROL PANEL N SEWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVEU EOR c0NSTROC1iON ov: OATS. D[VLLOPMLW REVIEW ENCIWL R APPROVAL EXPIRES 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING THURSTON COUNTY, WA. OFFSITE SEWER IMPROVEMENTS C4.1 CLARK RD PLAN & PROFILE ires 2 years from acceptance date I PROJECT #: 2007104764 STATION 0+00.00 TO 4+00.00 STA 7+00.00, 66.61-T STEP UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON STA 9+27.00, 7.23' LT INSTALL 4'X 2' REDUCING TEE 5L X 5L X 5L WITH THRUST BLOCKING BEHIND TEE STA 9+29.96, 7.24' LT GRIND 2't 2% THEN TRENCH FOR SEWER INSTALLATION. RESTORE TRENCH PER THURSTON INSTALL 4' STEP UNE GATE VALVE COUNTY DETAIL 6-H ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX (MJ X MJ) PER DETAIL (7-21) ON z ASPHALT. DRAWING C4.4 O� O gry Z + 342.57) (\ U P L SIEP HQ1EP-- STEP 7E U- '00 8+00 I 9+ _ _ _ y _ Q � I 21 lLJ EXISTING PAINTED ROAD CENTERUNE W (n 2 ROAD STATIONING FROM SURVEYED SECTION UNE 5TA 9+32.00, 7.2 PLT H INSTALL END OF UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 ti �_ EXISTING E.O.P. UNE 53 LF 12"0 PVC 5=0.005 FUFT IXISTING R.O.W�UNE __ ___ ____ _ ___-_____-_ _-___ _ _ _ 342.72TW- 342.¢1 342.73 342.22 FL p �(��/ /► � 3t1 kT �T61' 342.65 TOCK �^}',L�161 342.55 CLARK ROAD P2 j42.75 TDC 342. �� 342.771 = 9 -342.= 4 . 342.48 342.15 FL Y42�5 -r 343.31 TOC 342.5 10+00 2 - - 4- . I 1 +00 I ♦ 4 T _ 2.87 FL -- '_---_--'? ---.. }k�' -. 4 . - 2.6 342.77 TOC { - 342.69 342.27 FL _ 342.51 TOC 19 TOC 343.55 342.01 r a2. FL 43.31 T 342.50 2 EXISTING R.O.W. UNE 34.5.05 - '.342.81 FL 42.79 3 343.54 TOC •" - 343.04 FL 13 LF 6'0 PVC 5-0.01 EMIT 0 7+00 7+50 8+00 8+50 9+00 1 O STEP SEWER UNE NLA REVISIONS PER THURSTON COUNTY COMMENTS 2 03/14/08 CIIECKED BY APPROVED BY 45- BEND (WATER) REVISIONS PER THURSTON COUNTY COMMENTS 3 04/08/09 Consulting Engineers 450 BEND WITH THRU5T BLOCKING (SEWER) REVISIONS PEP THURSTON COUNTY COMMENTS 4 04/22/09 6-1 6-09 Lacey, Washington 98503 REVISIONS PER CITY OF YELM COMMENTS 5 06/03/09 (360) 292-7230 Fax (360) 292-7231 Nw NO DATE BY IIIOOciZZ APPR REVISION 'I^pQ-01 0+ mN 0+1jN NmII O C 6w Q 0 CO I ±I crtit II >° Q= � SII �N Q lu f wc fi s . + -_- - _ dl�,. ~ ----.. � Un . 345345 = U tLuu H Q I(f) I-------1"-- ,,.I ------ - -----i------------ ILII I uc CBNI TYPE 1 0.33% III -0.25% 0.47% 5TA 9+09.88 I O RIM=342.27 I EX15TING ELEVATIONS Q 340 I O i IE=338.57'1 1 j CROWN OP THE ROAD PROPOSED ELEVATIONS O 5 LE 12 PVC 0.005 FT/FT 340 I @ FLOWUN� CBS I TYPE I C I I TYPE 427 4'0 STEP UNE li 5TA ILO+87. 13 5T 1 I +39.83 RI =342.01 1 I SDR 21 WOO RI M=$42. 1 6 339.04 IE -338.77 335 _.... �.._ -- -- _-... - _._. _ I -. _.. I 1 - 335 I cruI �nI Ri n SII n L, N ,. N. N N1 A m V , N,13301 m SIV 330 330 c i c 7+00 7+50 8+00 8+50 9+00 1 08/29/07 STEP SEWER UNE NLA REVISIONS PER THURSTON COUNTY COMMENTS 2 03/14/08 CIIECKED BY APPROVED BY 45- BEND (WATER) REVISIONS PER THURSTON COUNTY COMMENTS 3 04/08/09 Consulting Engineers 450 BEND WITH THRU5T BLOCKING (SEWER) REVISIONS PEP THURSTON COUNTY COMMENTS 4 04/22/09 6-1 6-09 Lacey, Washington 98503 REVISIONS PER CITY OF YELM COMMENTS 5 06/03/09 (360) 292-7230 Fax (360) 292-7231 REVISIONS PER CITY OF YELM COMMENTS NO DATE BY CKD APPR REVISION 9+50 10+00 10+50 11+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' DRAWN BY: DESIGNED 5Y STEP SEWER UNE NLA NMW EXISTING WATER UNE W CIIECKED BY APPROVED BY 45- BEND (WATER) 90' BEND (WATER) MRS Consulting Engineers 450 BEND WITH THRU5T BLOCKING (SEWER) DATE 4200 6th Avenue SE, Suite 309 6-1 6-09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 406041 .20 11+50 12+00 12+50 13+00 I ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS T BY: i; DATE: expires 2 years from acceptance date I PROJECT KEY MAP I" =300' OINSTALL CEMENT CONCRETE TRAFFIC CURB * GUTTER PER DETAIL (17) ON SHEET C3.2 OINSTALL TYPE II BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (8) ON SHEET C3.2 4 5AWCUT AT R.O.W. CIL AND CONSTRUCT HALF -ROAD IMPROVEMENTS PER SECTION DETAIL (9) ON SHEET C3.2 *SEE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS GRAVITY SEWER UNE STEP SEWER UNE STEP EXISTING WATER UNE W PROP05ED WATER UNE 45- BEND (WATER) 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) ,= 450 BEND WITH THRU5T BLOCKING (SEWER) ec SEWER CLEANOUT a STEP PUMP CONTROL PANEL N SEWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 nVVRO VED 'OR CON', IRUCr1ON BY: DATE DP✓EI OPMFNT PFVIEW ENGINEER APPROVAL LXYIRF' YELM LDS CHURCH IMPROVEMENTS PROJECT THURSTON COUNTY, WA. OFFSITE SEWER AND IMPROVEMENTS CLARK RD PLAN & PROFILE 2007104764 STATION 4+00.00 TO 8+00.00 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C4.2 i' ®E SPLICE TO LASTING 14 GAUGE TGNING Qf717iI'il3 CONNED- TO J EKISTNG PVCJ SCROCE JVC 1" ABI BALL VALVE. SL A 1' ::NOCK I STALL -ON NOTE,4'. ALL SERVICE LINE CMS94 BOXES SHALL B: LOCATED 4 FROM EDGE OF CURB TO CENTER T Or OPR$ON BOX N PLANTER STRIP ON 3CN SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED Y AP MT TO ".ENTER OF BOXES 2 BALL. AND CHECK VALVES TO BE:NSTMLEC N ARSON BOXES ACCORDING TO DiAMNG. 1 SERVICE BOX - CARSON INDUSTRIES MODEL NO 14197 WITH BOLTED RINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER' (USE 9 NON -TRAFFIC AREAS) T-14 OA. OF HEAVY INSULATED / COPPER TONING WIRE ALL T0141NG ONE SAUCES SHALL BE CONNECTED By USING O.B.Y. KITS MANUFACTURED BY 3M 1" SCNEOULEJ 40 PY SVA PVC SINNG CHECK VALVE SL A SL / P KBI BALL VALVE. SL w SSL 1' PVC NIPPLE, 3 A SL- A MAIN DIA, PVC T'NI ou G TEE SL A SLATH OR RPE SADDLE -� TYPICAL 1" SERVICE CONNECTION 71APPR_ OV�� DOG N0, PVBUC WORKS DIRECTOR ]ATE DERE , --BTT-T. CKDJY JEG TP 4/2007 USE I" TAM TO CONNECT TSTN0 FIBERGLASS UD APARATJS FOR PRESSURE TES_'NG SE3YICF\\ I rWT+ STAN1£SS MEL \ AM NEOPRENE CASKET IB' NN RIBCP Na CMT AU 1A NTN -\ \ ALL VTN-17 GCAMNO TANKS \ \ / V _IA PVC. NOSE ARE FOR MOVALVE ASSEMBLY LEAVE UAL CIENi \\ \\ / ORIENT BA -L •ALW "RE TO DAL \ \ BN AS SHONE BNL VALVE PUMP REMOVAL \\ \ I SHALL K WN 12' BELOW ELECTRICAL SFKUCE BOK MTI EGD G71PS \ \\ \ ! GO AL_ CONNECTIONS S'ALL BE MADE MN \ I HEAT 5HPIINK BUTT _ANI -- \ \ ' O DIA TIBBED UNC 21' OR 24' FI 11E GROUND AWAY FROM RSER� \ \ \ / / SER ON NEOPRENE WISER W/LIDVt \ mok"I TS 14 GAUGE OF \ Rf FROM MR O RISK TO C INSUUTFD ! FCIHILN I:I:NIlU11- COMING ORE -'NG ONE - N$IALL INSTAJ, N SH' ET CONDUCT SEAL. I'OKRITAP, P.6F— YH:IWA;M I INFAAI 1 �W aGMR Sam CC LIILULNI DISCHARGE STAVDARD� 3 -PARI EPDXY, USE NUT RE OENCO RISER TANK ^ ] ADAPTOR ION CONCRETE LM_ID ALAAN TANKS LCVEL J 5 % ,...,T.S OFF W SS 1 ayC LOA1 MORDANT ASSEMBLY AS SET OFF 411Y CITY OF YELM I I Z H -LES DIA. INLET N'J1/. ARTY -IN CW FILE PERIMETER OF '1ALLT 3 DIA PYC FLOW INDUCER \-BJBMER5IBIF EFFLUENT OREFICO TURBINE 1'. CAN P.IU 0511 DB PUMP WITH THE MArERAL FOD DUPLEX, TRIPLEX, AND CLASS I VIASON 1 SO. ROLLER CABLE AND ISMALLAYANi W1 VARY 111E OWTRACTGR S+ALL MEET THE ' /B' BY -PAW PRICE INTENT OF THE INSTALLATON gGUIRLMCN-S SHOWN IN NE N 'ME DISCHARGE HEAD -~,AL STEP INS-ALLATON ALL 51_-F'ANK HS SHALL B- H-20 LOAD RATED -ARKS. THIS POLICY SHA L T4KF EFFECT ON MA=31, 2DO7. CIT" OF YELV )EPL OF PUBLIC WORKS T" PICAL SIMPLLX STEP TANK U\STA-LATION APPROVED GAG. N0. 7-9 LEG 08/29/07 REVISIONS PER THUR5TON COUNTY COMMENTS 9 — - -- J�,/ 14/08 REVISIONS PER TULJR5TON COUNTY COMMENTS 3 04/08/09 REV15ION5 PER THUR5TON COUNTY COMMENTS 'r ---_ 4 ''.09 REVISIONS PER CITY OP YELM COMMENTS NO DATE 5Y CKD I APPR KLV151ON RCCTDRATIO4 SHRF ACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE FINISH GRAM - BACKFILL SEE RE$TORATKA IAHL MAINTAIN SIDE SLOPE AS STEEP AS POSSIHIE SEWER LANE PIPE BLOOM FOR FLEKIBtf PIPE PIPE 00 RESTORE\. ION I ABLE 1 _ _-SUMAQ NRNE55 BACKDLL/ LPIVENTS/ TVPC RB AWG COPPER CWPACTION RE011.TS OBIR REQUIREMENTS APPROVED BY F'. � J FINISH MRAEE SWL BE RUSHED 4' CAVENS WHALE SELECT SACKRLL WOOER A COWNSTANT SURFACE -CP CDIRW IE.AE110 RSi WITH EASBNO 1C, PA'.EMlll 3' MN. GRAIX B AL SELECT BAOWRI. FROALL TO COFORM 01A TO ALL CAS QAVEL BASE BANNC OVER l' CRUWfC CHOLES T► CNRSC CCWKT TO PTR g1AK3 RNO MMRS IID L'EK IERED 0N� JOB NO: RON ODNGRETE SURFACE MATOH EASTAG SPECT BACXnU_ WATCH D051N0 RWSH (piIYFWArJSILEWLLA7 COACMTE TIIIXKSS GVMPILT 10 BAR RAFARL AND QAACX. F HYGRMEI AANRI.05 MANIA pKNALL FIN.BN WADE SMALL BE I LAW,/V,IOYAaF OVER A' MM. MAF A ,NORTH A CCN9SUNT SOURCE MR ,OC GCIFKi TO BJR WT, CASTING WAKE MAT LE FKKn YWID BAOtRL VRNiROVED WHAM N/A CCARKI 10 WR 2 'LBOtE 11H51MG TI; STEPP TANK - 1WPLEA GRACE R SAKAR G58G • CRJ5IED SURFACE BASE C01RSE CSR; • CRUMFO SOAKAGE `CP COYJff SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON TYPICAL PIPE TRENCH DWG Na \jT Luc WOR45 MRFfmR DATE -D1M [I CAfO. - I DAR ..-._ JY JFG I TP 4/2007 (A -L S'LP TANS SIIA_L BE k --2D LOAD RATED TANKS. THS POLICY SHA_L TAKE EFFECT ON NTA" 31, 7007 -FIN SHE GRADE ��WATER rlGlll LIO 21-1 MNPVC'. RISER I PUNT- VAULT MOTU NI'F WATER TIGHT LIE— /-14 GAUGF TONING 14 GAUGE 'ONIKG I WRE TO SE RMC( WINE TC IS CIO-� I BD% 1 2 PART Off ORCHID - TANK TO RISER ADAPTER FOR .y_ -- -g Dn CRER TANKS N � �4 RICRECE �o-JME ARSFIJBLY. SFE / 1 DWG. NO. 7 9 1 i ��-BATTLE (NOTE 1) 23 VOLUME 1'3 \'DONNE 0" THIN BEOav� VARIES _ 100 GA. 1 3000 GAL 45DO GAL ON ALL TANKS LARGER THAN 1500 GALLONS -1 '2 _ 50� 72' 72 THE LENGTH OF THE DOWN TURNED INSET PIPE _ _ 5.5_ WILL BE DCTCIIARrO DY LET ALM 'SWfH DL'I. =0" "' Bl V -i 400 GAL.SOO CAL V--2 .1100 GAL I 24CO GAL MQIU I. DELETE BAFFLE FOR A 30A GALLON -ANK UTLZED As A TRIPIFX PMP VAU11. CITY OF YELM 2. THE CWNBR WL, REVIEW TOLERANCES 1N EXCESS OF __,DEPT OF PUBLIC, WORKS DMENSIONS SHOWN 0 5. THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS SOD, J'..IOO, JOO VA_LO ✓I`I TWO ARE OSE NNP�THE SECOND VAULTTALNS STEP I ANK 'I'OM ' TANK CON-A1N5 -Vp PLUPS ._ - - 'w-RO`TD U'M, NO0 4 4;00 GALLCN TANKS CR LARGER SHALL NA VC . THREE RISERS ANC LIDS. \ T~— 7 '1 PALIC WORKS DIRECTOR DATE -_____ GES OWN cXD. DATE J" .L, IP 4; 2001 TABLE FOR FEEDER WIRE RUN MWE S,L P XINJM LSiMQ� y12 AWr COPPER `D FRT y1OAW. L(P�Fm 'hu FF1 RB AWG COPPER 350 FLET At LPE LIFII A i I.NS 1 I I? AJUI IIpR AL IM ORMA PON - DECK - SFE SPECFICATIONS NI/IL PFNE. SZE Y" VAPT ULI'Lvav'� ON MANUI A: UIfLW CITY OF YELM CE PT. OF PUBLIC WORKS TYPICA PJMP _'oNIRID: 3ANFI---- API'RDKQ. DWG. NO I 6 WORK:. DMCPTOR BATF DES.- j DMN " I CKD DATE JY J, TP 4/2007 �jr s•,a., Se.��r S'P..e. Adde,r►dLLw.. DRAWN BY DESIGNED BY ---BOID RAPT. Y VSti V31i NMW 1k11fWIN(; 2 rrn'sa.1R cuL APPROVED BY F'. � J W, , 4 A R.11 MRS Consu/ting Engineers ru nu ,Are 4200 6th Avenue SE, Suite J09 p 1 13-09 .- v` --PADLOCK MIN COMMON KEY C , C, (360) 292-7230 Fox (360) 292-7231 FLNNUUHL' BY IRE TY L'EK IERED 0N� JOB NO: a YEi JA PALE d LLT _ AIMM 0GHI ARIL 0_'" 1- I UO NEL NICE DUTrw .._ _ 1.., B-/12 .f 11(Ok POW K TO STEP TANK SIMPLEX SOURCE — 1 2"C. 13-412 ' IG STEP NMN - Du'PLL% i. ti �T'2YA)2 TI; STEPP TANK - 1WPLEA NI/IL PFNE. SZE Y" VAPT ULI'Lvav'� ON MANUI A: UIfLW CITY OF YELM CE PT. OF PUBLIC WORKS TYPICA PJMP _'oNIRID: 3ANFI---- API'RDKQ. DWG. NO I 6 WORK:. DMCPTOR BATF DES.- j DMN " I CKD DATE JY J, TP 4/2007 �jr s•,a., Se.��r S'P..e. Adde,r►dLLw.. DRAWN BY DESIGNED BY L Y NLA NMW 2 CHECKED BY APPROVED BY F'. � J MRS Consu/ting Engineers ,Are 4200 6th Avenue SE, Suite J09 p 5- 13-09 Lacey, Washington 98503 C , C, (360) 292-7230 Fox (360) 292-7231 JOB NO: 40604 1 .20 �I" AIR HLLL [" C04DINA 1,V AE h VA 'P RIBBED PVC RSFP t %, ULI ON IW Rb N, , 1 D ORFNICO )R 'IPA L \ N' APRON L1L1 '\ \ LS SIPUI. NI) /\\ 14 GALGE 70NNG MRE 1/2' PVC I✓ L LI BALL VALA 1 'N' ,I I :.NION WALL VAIn 1 till SCHE> 40 T t PVC 5L TH 1S, LLE AS c IRT N °I_E IAPRNG L :AJ:LL MAG MOLL MH U' EUTAE —IWE)SUHE SEWER VAIN N4 L PLACE IN A NON-IRAFn(: ARIA. uN10N JOINTS SHALL BE SOLVENT WrILELD CITY TO FIELD LKAIL SHOAL 1/4- TYPICAL /1 POLYPROPYLENE STRAINER OF B` GRAVEL FOR TYPICAL SEWER AU IUMA'I; AIR RELEASE VA! V7 DYl. 40. TODLIC WORK5 DIRECTOR DATE 7 12 0 )A F JHO JY TP 4/7001 ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS �g 3 ,T Z ewi �a yUAAM i y 8I,F rc Up�r VIS �L a>6 ii j.ItJ I i FR SI=D GRADE -J 30 O W'by, ALARM NIGH-EVEL-T a LPG ONIOFF (45' DRAWDOWN ON M OFA o. o LEAD ON TA,,;- DNAWT)OAN ON TV OFF) LOW LEVEL ALARM B I AI! KDUNCANT OFF l O O D I d I 5I I2 1 UDI E' MIN BEGGING ' L Y 2 F'. � J IT p ,W� n O I sW C , C, I �2 W LL d LLT FR SI=D GRADE -J 30 O W'by, ALARM NIGH-EVEL-T a LPG ONIOFF (45' DRAWDOWN ON M OFA o. o LEAD ON TA,,;- DNAWT)OAN ON TV OFF) LOW LEVEL ALARM B I AI! KDUNCANT OFF l O O D I d I 5I I2 1 UDI E' MIN BEGGING ' DEPT_ OF PUBLIC WORK; FLOAT SETTING VA'',�L i DIMENSIONS FOR A M PLEX PUMP VAUL'_- ePPR >W, NF, 7 1 ; PUBLIC WORKS DIRECTOR --DAM DFS 1 - DWN CKD f1Aw JY JEG _ TF, 4/2007 YELM LDS CHURCH IMPROVEMENTS PROJECT THUR.STON COUNTY, WA, 3 Y DATE: 1 ,y exvlres 2 years from acceptance date F'RU'JFCT #. 2007104764 UTILITY DETAIL SHEET MERIDIAN: WA5 t11NGTON STATE PLANE COORDINATE 51'5TEM VEKTICAL DATUM NAD 83/91 , SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 7 DRAWING L Y 2 F'. � J C , C, W LL d J' 1- I UO ~ u y DEPT_ OF PUBLIC WORK; FLOAT SETTING VA'',�L i DIMENSIONS FOR A M PLEX PUMP VAUL'_- ePPR >W, NF, 7 1 ; PUBLIC WORKS DIRECTOR --DAM DFS 1 - DWN CKD f1Aw JY JEG _ TF, 4/2007 YELM LDS CHURCH IMPROVEMENTS PROJECT THUR.STON COUNTY, WA, 3 Y DATE: 1 ,y exvlres 2 years from acceptance date F'RU'JFCT #. 2007104764 UTILITY DETAIL SHEET MERIDIAN: WA5 t11NGTON STATE PLANE COORDINATE 51'5TEM VEKTICAL DATUM NAD 83/91 , SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 7 DRAWING SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FIBERGLASS I,I' WITH b141l' bS STEEL RD.. IS AND NFOFR-_NF GASKET - 5 MIN IT— \ -111/4ALL LIDS 1 MIN FINISH GRADE {, I SLOPE TO W NAIV GGAVEL COPPER PVC R15IRNAUt TONING NRE 2-0ORENCO S tAL INTO RISER INC. OR E QUAL `ORENCA -ANK TO RISER ADAPTOR (FOR USE WITH NON -TRAFFIC BEARING TANKS) NU FL: RISER AND UD SHALL BE 30 ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND UD SHAUL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. (Pr) DEPT, OF PUBLIC _WORKS - TYPICAL RISF R APPROVED Owv.. Nc. Pi WORKS DATE 7 IR -- JES - URN GAD. I DATE JY I JEG TP.. I 4,17007 Slcl A B 111 I/2 73 t/4�15" - 2 �l 17 114 15- j METER Pox .. 1 1/2''a" PULVLIHYL'LNL 'J,L-. `/2" 2 MALL R A'APIEJ! L 1 \ BAb' VALVE - Z" P �FEIL CNi (CURB STOP; 2- RFI ,1\ ATL vALvf \9FRVICE SADICL'. RONAL 2025 UP A3&.VtU MEItF _ILF.' LID - 1730 DI READEP LID SO) - 3CF 1730 x 12 BASE GR APPROVED EOL'AI LL YAL'�VFF. lA_ M� ',hi VALVE-� 7% SLOPE TC BOX NATIVE OR SELECT — DIRECTED 6Y �; r`".+'' __ As -IT, ` ENGINEER. 4r Point Hydrant I VON. Ir y Sun '(allow High ` I / and Hydlunt LocL r � U TC RTC POINT 838 FA � Bonnet / PAU VIIV �, 14 JAV(L 1 i 3m i N ds 1PLIF4 BEDDWO MATERIAL FOR L with Ih'eods RIGID PIPE SHALL BE SAND INSTALL TAMS AS PER OF TAIL OF WRAP>LO MANUFACTURER'S RECOMYENDATTON WHICHEVER 15 MORE STRINGENT. AROUND THE -.- PII-777 CITY OF YELM IIP. DEPT. OF PUBLIC WORKS -_- with NST thrm eTe CCNCREiE TANK UCFAL BEDDING N S Star, ads Ft, AFPROKD I DWG NO NJ: LS N FORD FACr J- AT Styl -37 w/,r -aa PUBLIC WORKS DIRECTOR DATE CORPCIHATION,S DWN. CI(0_ DATE r,144 o� {EpLGffiC�� JY JEG TP 4/2007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FIBERGLASS I,I' WITH b141l' bS STEEL RD.. IS AND NFOFR-_NF GASKET - 5 MIN IT— \ -111/4ALL LIDS 1 MIN FINISH GRADE {, I SLOPE TO W NAIV GGAVEL COPPER PVC R15IRNAUt TONING NRE 2-0ORENCO S tAL INTO RISER INC. OR E QUAL `ORENCA -ANK TO RISER ADAPTOR (FOR USE WITH NON -TRAFFIC BEARING TANKS) NU FL: RISER AND UD SHALL BE 30 ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND UD SHAUL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. (Pr) DEPT, OF PUBLIC _WORKS - TYPICAL RISF R APPROVED Owv.. Nc. Pi WORKS DATE 7 IR -- JES - URN GAD. I DATE JY I JEG TP.. I 4,17007 Slcl A B 111 I/2 73 t/4�15" - 2 �l 17 114 15- j METER Pox .. 1 1/2''a" PULVLIHYL'LNL 'J,L-. `/2" 2 MALL R A'APIEJ! L 1 \ BAb' VALVE - Z" P �FEIL CNi (CURB STOP; 2- RFI ,1\ ATL vALvf \9FRVICE SADICL'. RONAL 2025 UP A3&.VtU MEItF _ILF.' LID - 1730 DI READEP LID SO) - 3CF 1730 x 12 BASE GR APPROVED EOL'AI LL YAL'�VFF. lA_ M� ',hi VALVE-� 1 1�. +__ I VALYL W/ OCKABIF CAP CI 0. YET, M v c;-0PJf Tf)N 9JP L.�s vEEL nsEL aLQUINLD Pox MIL LFF I PIT I( wCPHS TINTS AIL HPVIC_ SALUTE$ 'T1A_L -ASE NOBRER � � 12" TO 21e ;ACKE AND I THRCADS_ 3. '!0 ;TANDARO EOR COPPER DETTLPS ARE. METER SERVICE t 112' - TEAD VBI 76-15013 OR rOUA1 - - FORD VB` 7' -15017 AN EQUAL AT"LOVIT^ _µU. "L A. nLL 1 1/2- AID Z SADDLES WILL BE �,.y �-- _ 2 TAPS WI'H BRASS 1" NIYYU ANO P.HIIG NORKS DIP.EGTOR LATE 2' RESILENT WEDGE GATE NAtNE AND 910 HOOSING ANL' SLR 21 PVC PIPE HOUSING 'U. �ON'N_ �C U BAIL .ICG TP 4/[007 VLVE BOK RI'-. N0. 910 OR EQUAL Ti GOVCP MARKINS TO READ 5ENER'-r ' i .:V CONCRET' SLAB Zr x 2 CENTERED CN TAI VE e/ 4-04'c FACH WAY -OP L' PAC, PIPE ASTM D-3034 (UNITE) 'VC SEWER MAW \ GO NOT COVE' + �- DuLTS W/ FON bASh Nul LYFLNNCWS ReOURPD TO WING NOT TO W iI lfl-"- DF THF SIRrA(F _c C)%,R- ' S r CIR 11 EIY __1 TONING VARL, BRING -D SUKi IN VALVE WL/ f)RI `./2' HOLY ah S'_,i FOR WIRE -GATE ROVE, MJ lAl \\ ONOISIURMO SOI / \ CONCRETE SUPPORT El 'LW r'Al.YE9 Z ANU aARtyp CITi OF /ELPA DEFi. 0= FUHUI_ W�FtiS YI`IC/vL S1_1N}-'-? ,MAIN _'NE CPl"F 'V'ALVE P1 UN{:, NL. P (il r W RY 2pffia. r DCS ANY 'h-._ I A IF 4/2007 3- Top view operating nut 7% SLOPE TC BOX — T8 ' CENTER OF PDX _ Point Hydrant I \9t Othor shield Ir ' Sun '(allow High ` I / and Hydlunt LocL VALVE , TC RTC POINT 838 Grade F nomel'-' Bonnet / PAU VIIV �, 14 JAV(L 1 1?312 i N 1PLIF4 TON NG WIPC L with Ih'eods I M T,R WRAP>LO 1 1, l - 011 666I AROUND THE -.- PII-777 IIP. with NST thrm eTe d w UCFAL N S Star, ads Ft, o.'a NJ: LS N FORD FACr J- AT Styl -37 w/,r -aa 1'-' I CORPCIHATION,S Pr Pf -fR'�I)trt, r�' r,144 o� {EpLGffiC�� \ L (g15C20 �I FILL! ELI PIPE I/ b 11(i F ,LrETHfL6NE ^IPL) I ORD BALL �A VL L WIIF (AC" INT A FFNA:F -/i'-2 NILE . Ilua AUL HIPPIE �LPwrL �nDULL 1 1�. +__ I VALYL W/ OCKABIF CAP CI 0. YET, M v c;-0PJf Tf)N 9JP L.�s vEEL nsEL aLQUINLD Pox MIL LFF I PIT I( wCPHS TINTS AIL HPVIC_ SALUTE$ 'T1A_L -ASE NOBRER � � 12" TO 21e ;ACKE AND I THRCADS_ 3. '!0 ;TANDARO EOR COPPER DETTLPS ARE. METER SERVICE t 112' - TEAD VBI 76-15013 OR rOUA1 - - FORD VB` 7' -15017 AN EQUAL AT"LOVIT^ _µU. "L A. nLL 1 1/2- AID Z SADDLES WILL BE �,.y �-- _ 2 TAPS WI'H BRASS 1" NIYYU ANO P.HIIG NORKS DIP.EGTOR LATE 2' RESILENT WEDGE GATE NAtNE AND 910 HOOSING ANL' SLR 21 PVC PIPE HOUSING 'U. �ON'N_ �C U BAIL .ICG TP 4/[007 VLVE BOK RI'-. N0. 910 OR EQUAL Ti GOVCP MARKINS TO READ 5ENER'-r ' i .:V CONCRET' SLAB Zr x 2 CENTERED CN TAI VE e/ 4-04'c FACH WAY -OP L' PAC, PIPE ASTM D-3034 (UNITE) 'VC SEWER MAW \ GO NOT COVE' + �- DuLTS W/ FON bASh Nul LYFLNNCWS ReOURPD TO WING NOT TO W iI lfl-"- DF THF SIRrA(F _c C)%,R- ' S r CIR 11 EIY __1 TONING VARL, BRING -D SUKi IN VALVE WL/ f)RI `./2' HOLY ah S'_,i FOR WIRE -GATE ROVE, MJ lAl \\ ONOISIURMO SOI / \ CONCRETE SUPPORT El 'LW r'Al.YE9 Z ANU aARtyp CITi OF /ELPA DEFi. 0= FUHUI_ W�FtiS YI`IC/vL S1_1N}-'-? ,MAIN _'NE CPl"F 'V'ALVE P1 UN{:, NL. P (il r W RY 2pffia. r DCS ANY 'h-._ I A IF 4/2007 3- Top view operating nut — L nits of poyrnenl 4� Point Hydrant I \9t Othor shield Ir ' Sun '(allow High ` I / and Hydlunt LocL ZONE4GO2 TC RTC POINT 838 Grade F nomel'-' Bonnet / _- ` 1?312 1 - Z /'"Hose Dano n'on L with Ih'eods aYORA N' CFFSET 1/2 _A Steamer c.I,,ToCLun with NST thrm eTe d w vn box and N S Star, ads Ft, o.'a slam deto11- P �9 Styl -37 w/,r -aa b 14,. e 18 -2A" uit -- Slnndpn. Iren'h h Iongc.d lire dept ( -- 3' MIYmUm 1y 1 ant ler 5 E. Pi Julnl 6" L \ #1106 ERAA 8° 1 Inc Megaluy t LE-,,. t (,I, .6 Class[ ductile Pon f ' I �pipe Uf 1 Ten Stb � (� 6" gate val e. I I NI - - / See Mole bel.w Varies L -4"x8 x16" conLrefe black LHydru,f shoe -Backfill b lap o1 drain my housnry Poll, with 2" washec rock as show- P -'e Onnie befwer nA. k cid tee 6' x 6' sheet of I 1 m11. plastid or con- 1 strccl'wn robrlL. _ovi 2" woshed r.,d N g Lori eta Ihro,t olo-k � lydronb shall be located in coracnce with Section 6i. r flir (Lr I.+ oddltton a minimum 'hraa rayl adius unobsfr sled w rking a -en zhnll eravided around all hyd-ants. 2 Hydronls stroll be Dresser M k H ill l "A Jlr/..I-dr ivN Reliant ,fy'le 929, Clow Meda :ion or _ I,hF t 11'_IC Ani icon AVK Series 2780 or Mu. I., Centurion _ 5. ;ofe .aloe, shall he resilient wedge NRS wHh 0 -ring ,eo Is. 'Valve ends s^roll be Mechanical jmnt by ANSI flo'g," Valves shop conform to AWWA 509-80. ±PPRawr. _ I,xi. NO Valves shc'J be Mwller M&H, Kennedy, l Claw R/W or Woterou, Series 50U. PUeu oro.*s : EL 'P a E - / 4_ Fire Hydrant lock payment is required IL SAN �IiE city will order and Inst all. Is .FI 4/2CG7 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/9 1 , 50UTt1 NGVD 29 ZONE4GO2 TC RTC POINT 838 PROPOSED ADDITION PROPOSED GRADE -__. _... 18'MIN� F-6' PVC Ti - Ill 24" RISER �ACCE55 RI5ER (EYP.) 5TORAGE VOL. 1,032.50 GAL. 55' DETENTION VOL. 4' 2,581.50 GAL, r 4' 29 TOTALS: 3000 GAL. (LIQUID VOLUME) STORAGE VOL. = 1,032.50 GAL. YELM STEP TANK MFG. BY EVERGREEN DETENTION VOL. = 2,581.50 GAL. PRECAST, INC. WITH H-20 RATED UD, WORKING VOL. = 21 1 .20 GAL. TOTAL VOLUME PROVIDED = 3,G 14 GAL. GO STEP TANK DETAIL SCALE: N.T.S. 3011 R15ER A (CI L AP POIL I tUJAI IT IF, LN,(YU AN) V;PIICAIL ( A JOIN WL 'i1.GD ( ANI ,NU, IAGT I',L CI CIJ1 PRIOR :0 PLACING NEW ISPHALI) FXISIING (.ROUND LING) A I N [IMPS I OR SUBGRME- MINIMUM 1-0" zlsrwL sua.nnNc- (IVP.) MIN _ j FAIR I 77771 X- 6" GRAVE BASE MIN. - --- �� A A\" MN 'MPA( ) COMPACTED DEPTH j J GI11 1 f HALT JNCRL1* (UNLESS OTHERWIH DEIFRMINLD) AVFMIEl CLASS I �j OR MATCH EXI,)IF 13" MEETING STD. SPEC. 9-G3-19-� MAX IFP, �C MIN j' P I{ ) OJR A AL GFr SET_ NOTE 3 BELOW - ---- -- - -- c� - - R E MIN. L OVP FIF 1 "FI dl IAN 'SI G..,I F„ i U'9(f) BEDDING MAT' RAI MFI.IING SID. % / _ 4' FIC SPEC 9-03.15 PI -ACED IN 4' IIF ISAND COMPACTED T.0 95% MAX. DENSITY (RFUD FOR GFWFR, WATER AND GAS LEFYIvaalAlnE G OI sl P nt J Facts THE 10'� L LU Tr TJ BOTTOM OF PIIALT, TRENCH DETAIL RLND! F[YORATION NOILT, I- ALL RHLRI_NCES TO SLID SPECS. SHALL BE IN ACCOIIDANCF W/ W.SUd 4ANCARD »It PICAPONS FOP BOAC HIjiDGI, AND MUNIGLPAL CONSTRUCTION 1994 F91PON_ 2. AIL ROADWAY CROSSNGS SNAIL BE 1jTUffD UNLESS D ERMINED BY IRE COUNTY LNGINELP TIN: PUS oNG CANNOT BE ACHIEVED. i. RFSIORATION STAFF BE IN ACCGRDANC WI'1I ONE OI HE FOL�OWING A. CONTROLLED DFNN BACKIILL, -DF, WILL BE REGI R J AS A BACKIII MPD iA.. DO 8 SGIECT HACKIIU ME! PNG THI Rt UUIREMENTS OF TIE STD. SPEC 9 911 (1111 (0MPAC 1I)'0 5i ,,DIEL API) PIACFD IN A MAXIMUM 12" Til", AWIIEN VERIFICATION OF COMP ACTION, BASED UPON ACi, IAPLI TESDtJG M IIIOCN AAD P ACEMINT OF THE Bn K ILI WIC... BF RIOJIRFD-, OR I FI' A RIA WI IAN IA t) 4 ,I FA T' ISIS SI1,.W TII MALI IN C. AAI VI MALI RIAL MAP B U�LO AS BACK Lt M TC T [N S C( ,. ;kAl MCCTS TIiC PIQI RFMFNTS A, SPLCI1IID ABOVE 4. AH ITAICILIS THAT: BE RO IFR COMPACTED S[Eh WHIM ROFIER4 LiAI HI NO Ali,T I TIN LfLLII IWOA WIDIH. 5 All IONGITUCINA_ CUTS WITHIN THE PAVEMENT SHAH REQUIRE A FUL. [ANI OVFLLAT ANE MAY REOUI E GPWDINC AT THE COUNTY INSPECTOR'S DISCRFIION- ALARM HIGH LEVEL LAG ON TAG OFF LEAD ON LEAD Off ALARM LOW LEVEL ROADWAY STANDARDS UTILITY TRENCH DETAIL APPEIIDIX 6 - H SEC 30 T17N R2E W KA THURSTON COUNTY, WASHINGTON r, CCOIN"C'RETIE PAD Pl✓ez OUTSIDE PAVED AREA TRACER W':RE SEAL WITH AR4000W ACP -, 1'0 -I CSTG , BALLAST) 0.5' CONCRETE CL 30001 INSIDE PAVED ROADWAY �javl� SECP.ON Noll;4 ALL VALVES MUST HAVE 14 GLACE INSULATE? COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND .0 VALVE OPERATING NUT OR 1 7/8" 90' BEND 45' BEND X 1 7/8" X 2" HIGH GRADE STEEL 11-1/4' BERC DEAD END WELDED TO RISER SHAFT, rl O 3/16" Thk X 5 1/5- DIA STEEL DI OR TEE GUIDE PLATE WELDED TO RISER 3,600 2,000 SHAFT. 500 0 2"X2"X 3/16" SQUARE STRUCTURAL 81000 4,400 STEEL TU31NG TO FIT OPERATING 1,200 5,700 NUT. LENGTH AS REQUIRED. 14,300 7,700 40000 APm; NOTE: T. 22,300 ALL WELDS TO SHAFT SHALL BE 1/4" FUBLn 3,100 FILLET WELD ALL AROUND. 12" 32,000 17,400 rD RECESSED HANDLE TYPE. COVER INLAND FOUNDRY #248 VALVE BOX WITH WATER" CAST IN IID OR DECO 910 FINISHED GRADE CE i� -10" OR 18' -6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. `VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED -(LENGTH VARIES) GATE VALVE SHOWN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, CF PUBLIC WORKS STANDARD VALVE BOX kI DWG. N1O.CTJR DATE 6- 1 1 CND. DATE rP 4/2OD7 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT ZUU POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BERC DEAD END DIAMETER & BEDDING F OR TEE _ 4"' 3,600 2,000 _ _ _ 1,000 500 2,600 6" 81000 4,400 2,300 1,200 5,700 8" 14,300 7,700 40000 2,000 10,100 TO" 22,300 12,100 6.200 3,100 15,000 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12.100 6,100 30,800 16" 57,000 30,800 1 15,700 7,900 1 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. 2. TO DETERMINE THE BEARING AREA OF TILE 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 DE ADJUSTED FOR 011ILP PPE SIZE, PRESSURES AND SOIL CONDITIONS, 4. BLOCKING SHALL OE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS ,ORHORIZONTAL THRUSTS WREN THE DEPTH Y OF COVER OVER THE E %P E .EXCEEDS Z FEET POUNDS PER sDIL SQUARE Fool CITY OF YELM, WASHINGTON DEPT. OF PU - --- - LIC WORKS B MUCK, PEAT 0 SOFT cur 1,000 THRUST LOADS SAND 2,009 SAND AT GRAVEL 3,000 4�4Z2'CDO17' SAND & GRAVEL 4,000CEMENTED WITHCLAY PUBLIC WORKS DIRECTO4 HARD SHALE 10,000 Des.ES D JEc I„f 4„ 4,. A" SCHEDULE 40 STEEL OR W REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -x • /w a - '� m v e e; CEMENT CONCRETE CLASS 300 SIDE FRONT VALVE MARKER POST 4" CIA (6" DIA. FOR HYDRANTS LOCATED IN -- + COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE - 20 STEEL POST FILLED WITH CONCRETE 1 NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS I 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE I ENAMEL (SAME COLOR AS HYDRANT - SEE DETAIL 6-7) CITY OF YELM, ''WASHINGTON CEMENT CONCRETE jj DEPT. OF PUBLIC WORKSCLASS 3000 VALVE MARKER POST R HYDRANT BOLLARD DETAIL HYDRANT BOLLARD A lc DWc. No. PUBLIC WORKSRECTOR DIDATE 6-12 DES. VAN. CKD.DATE ,- ES JEc TP 4/2007 RESTURALLW DEPTH 7PA2[ TAPE 12' 10 IR' M.GFR ",IFS THE FINAL GRACE. ,,. TRA.FR WIRE 4SEE GENERAL TPEI6H F IOIFILL --_.,� WATER NCTES N0. 7) SEE NOTE L '[. 3 k 6" MI,. BEDDING MATIRIAL SEE N01L 4 UNGISTLRSED SDR k T I I- 7. A MITLNI:U. -OVTR OF 3.5' SHALE B4 V4,NT41NFD. FXCERT 4S RFOIIRED AT C6'NIJECTW POW's 2 NA1112 BACKFILL SHALL LANSTnr OF E„USNtO PRpCESat++, OR N47UHAUY OCCORRING 3RANOLAR M DINAT, 11 5P41_'' BE ESSNTiALLYFRTUE FROM v4RIOUS TMS Or VALOV WASTE CR G HER EXM.ANEOJ5 CR 0911CPON042LE MATERIALS 'F SIAL! HAVE 5UCi C44RACTFRISTICS OF SIZE AND „PAPE DIA- IT WILL COMPACT READILY COV. -ACI. 3. NATIVE iRFNC'1 BA XFIV MATEPIAL SHAI I P,E SORPO OR SCM1 FNEC SO THAT THE kAX:MUM AG -WL ATE SHALL IS 6_INCHES, 4 PIPE BEJMNG MA )FINAL ShALL INC CAN) OR OTHER CITY APPROVED £WAL. NC SL'BSTUDONS MLL HL A,LCAEC wNQJT VFRTEN AUTMORIZATIO1 FROM THE GTY OF YELM, 5. VMFRE NATIVE MASRIAIS HAr RFF;NDEEMED UNACCEPTA&.E BY THE 'TTY, TRENCH BACCFIU SHALL WEFT THE WSJCF .STANDAR(,' SFECN-ICAIIOA'S FDP THF PIPE TYPE BEING 5PECIFEO ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: expires 2 years from acceptance date PROJECT CITY OF YELM, WIASHIPEGTON D=PT. OF 08/29/07 TYPICAL REVISIONS PER THURSTON COUNTY COMMENTS vvNwly or: vE Ev or & BEDDING F DNR. N0. PUBLIC %VCJ 1IREC OR DATE NLA NMW DES. DMH. :KU VALE Es dEc 2 03/14/08 REVISIONS PEP THURSTON COUNTY COMMENTS _ CHECKED BY APPROVED BY 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS MRS Consulting Engineers 4200 6th Avenue SE, Suite 309 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS DATE 6- I G-09 Lacey, Washington 98503 5 OG/03/09 REVISIONS PER CITY Of YELM COMMENTS (360) 292-7230 Fax (360) 292-7231 JOB NO: 406041.20 NO DATE BY Cl APPR REVISION I„f 4„ 4,. A" SCHEDULE 40 STEEL OR W REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -x • /w a - '� m v e e; CEMENT CONCRETE CLASS 300 SIDE FRONT VALVE MARKER POST 4" CIA (6" DIA. FOR HYDRANTS LOCATED IN -- + COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE - 20 STEEL POST FILLED WITH CONCRETE 1 NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS I 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE I ENAMEL (SAME COLOR AS HYDRANT - SEE DETAIL 6-7) CITY OF YELM, ''WASHINGTON CEMENT CONCRETE jj DEPT. OF PUBLIC WORKSCLASS 3000 VALVE MARKER POST R HYDRANT BOLLARD DETAIL HYDRANT BOLLARD A lc DWc. No. PUBLIC WORKSRECTOR DIDATE 6-12 DES. VAN. CKD.DATE ,- ES JEc TP 4/2007 RESTURALLW DEPTH 7PA2[ TAPE 12' 10 IR' M.GFR ",IFS THE FINAL GRACE. ,,. TRA.FR WIRE 4SEE GENERAL TPEI6H F IOIFILL --_.,� WATER NCTES N0. 7) SEE NOTE L '[. 3 k 6" MI,. BEDDING MATIRIAL SEE N01L 4 UNGISTLRSED SDR k T I I- 7. A MITLNI:U. -OVTR OF 3.5' SHALE B4 V4,NT41NFD. FXCERT 4S RFOIIRED AT C6'NIJECTW POW's 2 NA1112 BACKFILL SHALL LANSTnr OF E„USNtO PRpCESat++, OR N47UHAUY OCCORRING 3RANOLAR M DINAT, 11 5P41_'' BE ESSNTiALLYFRTUE FROM v4RIOUS TMS Or VALOV WASTE CR G HER EXM.ANEOJ5 CR 0911CPON042LE MATERIALS 'F SIAL! HAVE 5UCi C44RACTFRISTICS OF SIZE AND „PAPE DIA- IT WILL COMPACT READILY COV. -ACI. 3. NATIVE iRFNC'1 BA XFIV MATEPIAL SHAI I P,E SORPO OR SCM1 FNEC SO THAT THE kAX:MUM AG -WL ATE SHALL IS 6_INCHES, 4 PIPE BEJMNG MA )FINAL ShALL INC CAN) OR OTHER CITY APPROVED £WAL. NC SL'BSTUDONS MLL HL A,LCAEC wNQJT VFRTEN AUTMORIZATIO1 FROM THE GTY OF YELM, 5. VMFRE NATIVE MASRIAIS HAr RFF;NDEEMED UNACCEPTA&.E BY THE 'TTY, TRENCH BACCFIU SHALL WEFT THE WSJCF .STANDAR(,' SFECN-ICAIIOA'S FDP THF PIPE TYPE BEING 5PECIFEO ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: expires 2 years from acceptance date PROJECT CITY OF YELM, WIASHIPEGTON D=PT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING DNR. N0. PUBLIC %VCJ 1IREC OR DATE 6-15 DES. DMH. :KU VALE Es dEc IT, 4/2007 L,. TOP, V1 EW TOP VIEW TOP VIEW i WYE �'. SIDE vlEw '� `..• SIDE VIEW 511E VIEW TEE CROSS GATE VALVE HORIZ. BEND HN L 1 I TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 45 - 90' I VERTICAL BENDI N0TE5: 1. CONCRETE THRUST BLOCKING TO BE STANDARD POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2, PI-ASTIC BARRIER SHALL BE PLACED BE- I'WEEN ALL THRUST BLOCKS & FITTINGS. APPHD' CNG. No. 3. ANCHOR REBAR SHALL BE 5/8' MINIMUM �"-`-------- - 6-13 DIAMETER. PUBLIC WORKS DIRECTVti esti OLS. DUN. CKD. CATS �. ES .EG _1P 4/2007 PLASTIC ( 2 oR _ CONCRETE-� SCX (5) i5? 7 L l LJ I MATERIAL UST. GRAVEL BASE 2" THICK 1. SERVICE LINE 2, 90' BF NO 3. UNIDR 4. NIPPLE 5, SHUT-OFF VALVL B. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYL.GIIT )O.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY RUSH LINES PRIOR TO INSTALLATION. 9. DIAMETER OF ?IPE AND FNNNGS = 6. RERE TO DEVELOPMENT RFFFR N GUIDELINES SECTION 6.110 10'n `URIHER INFORMPIIDN. 0, DO NOT INSTALL IN AREA SUBJECT TO FLOODING. YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET DL_t`A,N "ROFILE TO BUILDING OR IRRIGATION SYSTEM DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER 4'R UWG. N0. TLg3UPbB11G WORKS DIRECTOR DAT[ 6-17 OFi DNN C(0 DAZE KR ,I[0 TP 4/2007 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 531M 1, 50UTH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C4.5 13 of: 14 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON REPLACE EX15TING PLASTIC CP055WALK UNE5 E(15TING STOP BAR UNE DAMAGED DUE TO IN5TALLATION OF 5AN(TAKY 5EWER UNE 5TA 0+64.87, 10.65' LT � i STA 2+ 17.06, 4.0LF Z Z BEGIN T5TA 2+84.09, 3.52' LT STA 3+42.76, 0.83' LT O STA 0+64.64 10.171 LT END TAPER I O Q BEGIN DOUBLE YELLOW CENTEPUNI _ — _ _ — _ _ — _ _ — _ _ — _ _ — _ _ — _ 00 Z -- T +z R=123.0' STA 1+35.79. 4 , 7 "was - — — — I — — — — +00 4+00 5+W 6+00 _ 7 ALI O LL ---------------------------1(5 ------ ----------------T --- ------------------------- 2 5TA 1 +55.77, 0.50' LT DOUBLE YELLOW CENTERUNE I m Z TYPE 2L ' PLASTIC TRAFFIC ARROW 4. 5PACING (TYP.) / PER W5DOT STD. PLAN 24.40-01 1 i STA I +06. 13, 2.32' LT TYPE 2L PLA5TIC TRAFFIC ARROW ' PER W5DOT 5TD. PLAN 24.40-01 12 MAX. O.C./ TREATED 4" X 4' (TYP.) 2" x B" (TYP_) Z OIF _ _ — _ _ — _ _ — _ _ — _ _ — _ OZ MATCH EX15TING CENTERUNE + ~ I _ _ _ - _ „ ,•: ,n ... /5TA 1 1 +94.76. 3. 1 T LT QO F-----��_Fee_�---------'--� – I8+00 10+00 d – — – –— – II+00 «im W O �- T — -- __- -- _-- -_- -- _ I _-- — Z_ — — — — — — — — — — — — — — — — — — — — — — _ — L — — .� — — — — — 5TA I I +93.66 U O STA 9+05.32 F— IN5TALL TYPE 3 BARRICADE ED I INSTALL TYPE 3 BARRICADE Q Q 5EE DETAIL BELOW 1 SEE DETAIL BELOW LU I I I GROUND LINE I" DIA. BREAKAWAY---- FEATURE DRILLED PARALLEL TO SIGN /�V// FACE. IF POST SIZE V�/ A/AA�� \ SEE W SDA.T 40. PLAN DETAIL G -4a FOR %/� L �� POST DETAIL BREAKAWAY FEATURE. (TYP_) EXISTING SOIL OR GRAVEL i NOTES: I. MARKINGS FOR BARRICADE SHALL BE ALTERNATE REO AND WHITE STRIPES (SLOPING DOWNWARD. PER THE MUTCD, AT AN ANGLE OF 45' TO CURB), 2. THE ENTIRE AREA OF REO 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 MUTCO TYPE 3. SECTION 6C-8. PI,a-s. s'.w N.1.S SYLBOL IT l•� TYPE 19 TRAFFIC ARROW IANfip AAEA n SUPE. TYPE 25111IRIORT) TRAFFIC ARROW N RIILAOEOE TYPE TSE TIUFfIC ARRAN (SHOWN AT REDUCBI 511MAD I GRID is `AFEAI I ].T3 O ) FTE I NOTE r -a• r.p svEa.ETRIcu AeWT _5 cEI1TERUHE Ilse the dumnslorB shown on INS plan for each type T1aMc Anw, Wing r- r z- a• plewd on roadways w1h a posBE speed IYrit of 40 mph or lower. 6 E SYLH.Y 6 WE 1 S• � B' I t'-0' . T—' b ORp R P SOIMUTE I T!4G ARPi.EA H.To SO. r-r %r.tr ELIfSE •A• 1P-ELLPBE Y AA6 J A0013 Ir r.x• �'ELLssE •A~ TYPE 35L&EM TRAFFIC ARROW tv-ETUPSE S•ABs -� AIOa TYPE 25L (LEFr) TRAFFIC ARROW 1 08/29/07 REVISIONS PER THURSTON COUNTY COMMENTS DRAWN BY: DF51GNFD BY NLA NMW 2 03/ 4/08 REVISIONS PER THURSTON COUNTY COMMENTS �ConsU/ting Engineers 4200 6th Avenue SE, Suite 309 CHECKED BY APPROVED BY MRS 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS DATE 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS G- I G-09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 – 5 06/03/09 REVISIONS PER CITY OF YELM COMMENTS JOB NO: 40604).20 NO DATE BY CKD AFPR REVISION RARRNO AREA 44M SUET, TYPE 36R (RIOIff) TRAFFIC ARROW mmm MASE OF TYPE 3SLTT ICARROW (SOWN AT REUICED SCALEI I ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS ciao rs a'sauEraE '. TYPE48 TRAFFIC ARROW 7 ON le-ELUPSE'W MIT SYMBOL MARIONOS TRAFRB ARROWS FOR LOW SPE ROADWAYS STANDARD FLAN M-24.40.07 BELT 1 OF T SHffrS APPROVED T -0R POBIICATON Na%J. PoMfeso 0631-06 �wa•rFF^ Oft, MTnwpeyf� '.'.. STRIPING NOTE: CONTRACTOR 5HALL DOCUMENT ALL EX15TING 5TRJPING AND CHANNEUZATION PRIOR TO CON5TRUCTION AND RE5TORE TO 5AME AT COMPLETION OF CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 AITFT)VED FOR CONSTRUCTION BY. DATE. DILVEI OrFAFNI RVI W L CINELK APFROVAI E PIKtF YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. BY: DATE: expires 2 years from acceptance date I PROJECT #: 2007104764 STRIPING PLAN 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 &FiImAII C5.0 Cl6=GI