The URL can be used to link to this page

Signed Plans 080409ABBREVIATIONS ACP = ASPHALT CONCRETE PAVEMENT ADJ = ADJUST A.P. = ANGLE POINT A55M = ASSEMBLY BO = BLOW OFF BVC = BEGIN VERTICAL CURVE CB = CATCH BASIN CDP = CONTROL DENSITY FILL C.I.P. = CAST IN PLACE CL, = CENTERLINE, CLA55 CONC = CONCRETE CONST = CONSTRUCTION C.P. = CONCRETE PIPE C5P = CORRUGATED STEEL PIPE C5TC = CRUSHED SURFACING TOP COURSE A = DELTA DI, DIP = DUCTILE IRON PIPE DIA, 0 = DIAMETER E = EAST ELEC = ELECTRICAL E4 ELE V = ELEVATION EDP = EDGE OF PAVEMENT E5MT = EASEMENT EVC = END VERTICAL CURVE EX5T, EX = EXISTING FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW LINE FM = FORCE MAIN G5P = GASKETED SEWER PIPE HDPE = HIGH - DENSITY POLYETHYLENE PIPE HP = HIGH POINT ID = INSIDE DIAMETER IE = INVERT ELEVATION IR, IRK = IRRIGATION L = LENGTH LCPE = LINED CORRUGATED POLYETHYLENE PIPE LT = LEFT LF = LINEAL FEET LP = LOW POINT MAX = MAXIMUM MH = MANHOLE MIN = MINIMUM MSE = MECHANICALLY STABILIZED EARTH N = NORTH N.I.C. = NOT IN CONTRACT N.T.S. = NOT TO SCALE O.C. = ON CENTER O.D. = OUTSIDE DIAMETER PAVT, PAVT = PAVEMENT PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVE PI = POINT OF INTERSECTION PP = POWER POLE PRC = POINT OF REVERSE CURVE PROP = PROP05ED PT = POINT OF TANGENT PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTERSECTON R. RAD = RADIUS RAN, ROW = RIGHT -OF -WAY RT = RIGHT 5 = SOUTH 5CH = SCHEDULE SD = STORM DRAIN 5HLDR = SHOULDER 55 = SANITARY SEWER 55MH = SANITARY SEWER MANHOLE 5TA = STATION STD = STANDARD 5WP = SOLVENT WELD PIPE T = TANGENT TCE = TEMPORARY CONSTRUCTION EASEMENT TEMP = TEMPORARY TYP = TYPICAL UGT = UNDERGROUND TELEPHONE VC = VERTICAL CURVE W = WEST W/ = WITH W.Q. = WATER QUALITY YELM LDS CHURCH IMPROVEMENTS PROJECT SHEET LIST TABLE SHEET DRAWING DRAWING TITLE I C 1.0 COVER SHEET 2 C I A EXISTING CONDITIONS AND DEMOLITION PLAN 3 C2.0 TESC PLAN 4 C2.1 TESC DE_TAIL5 AND NOTES 5 C3.0 GRADING PLAN 6 C3.1 GRADING DETAILS 7 C3.2 GRADING DETAILS 8 C4.0 ON51TE COMPOSITE UTILITY PLAN 9 C4.1 ROADWAY 4 SEWER PLAN 4 PROFILE 10 C4.2 ROADWAY 4 SEWER PLAN 4 PROFILE 1 1 C4.3 UTILITY DETAILS 12 C4.4 UTILITY DETAILS 13 C4.5 UTILITY DETAILS 14 1 C5.0 151GNING AND STRIPING PLAN 4 DETAILS 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 SHAUL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY 5EKVICE5 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 SITE AT ALL TIMES. G. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE THURSTON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE START Of CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE- CONSTRUCTION" STATE OR BETTER. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 9. THE INTENT OF THESE DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM 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 ALTERATIONS BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND INSPECTOR. 11. KPFF CONSULTING ENGINEERS 15 REQUIRED BY THURSTON COUNTY AND THE CITY OF YELM TO PROVIDE A5 -BUILT CERTIFICATION PRIOR TO FINAL JURISDICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY A5- BUILT5 UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND STORM MAINS PRIOR TO BACKFIWNG. 12. CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 3000 CONFORMING TO THE REQUIREMENT OF SECTION 6 -02 OF THE 2008 W5DOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRED AT THE DEVELOPERS OR CONTRACTORS EXPENSE. THE TESTING SHALL BE ORDERED BY THE DEVELOPER OR CONTRACTOR AND CHOSEN TESTING LAB SHALL BE APPROVED BY THE COUNTY. TESTING SHALL BE DONE ON ALL MATERIALS AND CONSTRUCTION AS SPECIFIED IN THE W5DOT / APWA STANDARD SPECIFICATIONS. 1 08/29/071 1 REV1510N5 PER THURSTON COUNTY COMMENTS 2 03/14/08 REVISIONS PER THURSTON COUNTY COMMENTS 3 04/08/09 REVISIONS PER THUR5TON COUNTY COMMENTS 4 04122109 REVISIONS PER CITY OF YELM COMMENTS 5 06/03/09 REVISIONS PER CITY Of YELM COMMENTS NO DATE BY CKD APPR REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL STORM DRAIN NOTES I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE THURSTON COUNTY PUBLIC WORKS STANDARDS AND THE MOST RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 2. TEMPORARY ER051O WATER 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 MAINS 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, OIUWATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLAN(S) 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 BA51N51MANHOLF-5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTION/DETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL 5TORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BA51N/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND TH05E PIPES THAT DAYLIGHT. 11. PIPE MATERIALS USED FOR 5TORMWATER CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE JURISDICTION. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION. 13. A COPY OF APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY JURISDICTION. ENGINEER'S CERTIFICATION: THE DE51GN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THURSTON COUNTY ROAD STANDARDS AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL FOR THURSTON COUNTY. ALL DESIGN VARIANCES HAVE BEEN APPROVED BY THURSTON COUNTY. I APPROVE THESE PLANS FOR CONSTRUCTION. DRAWN BY: DESIGNED BY NLA NMW CHECKED BY APPROVED BY MRS 1 Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7 -28 -09 Lacey, Washington 98503 (360) 292 -7230 Fax (360) 292 -7231 JOB NO: 406041 .20 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERW15E 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 -0F -WAY. IT AL50 SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5. AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W.5.D.O.T. STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVEUNG, 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. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIES SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTIUTIE5 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 0 1 BY: expires 2 DATE: from acceptance date I PROJECT N SITE iso � F 105THA VESE ��--------- - - - - -- r\ O � O 109THA VESE T VICINITY MAP NOT TO SCAU_ PROJECT DATA: PARCEL# 22730210900 51TE ADDRESS: 10423 CLARK RD SE YELM, WA 98597 SECTION: 530 T 17N K2E LEGAL DESCRIPTION: 30 -17 -2E PT 52 NE NW LY NELY OF YELM IRRIG DITCH D(C PT LY SLY TOTAL 51TE AREA: 3.45 Ac CUT: 339 CU. YDS. 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 HOCHSTRASSER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JESUS CHRIST OF LATTER -DAY SAINTS P.O. BOX 2328 ISSAQUAH, WA 945027-0105 PH. (425) 392 -1260 FAX (425) 392 -3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 6TH AVE. SE, SUITE 309 LACEY. WA. 98503 PH. (360) 292 -7230 FAX (360) 292 7231 CONTACT: NANCY WHALEY MARK R. STEFFY, 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, PL5 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800424 -5555 1{PPROVED fOR GON5TRUGTION G -- - DATE: 'Fl ,..IFNR.1111111 FAICIYFF� YELM LDS CHURCH IMPROVEMENTS PROJECT THURSTON COUNTY, WA, 2007104764 COVER SHEET MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C1.0 i i SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEPTIC SYSTEM ABANDONMENT NOTE IX15TING SANITARY DRAIN RELD5 TO BE ABANDONED PER THUR5TON COUNTY HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THURSTON COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL RECOMMENDATIONS OF 50115 REPORT DATED JUNE 2007. DRAINFIEID LOCATION5 5HOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPFF. APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED r :r SAW CDf BOSIING �I I T II II I I I 25� I IP TI I¢� + p2I U r' 0 z,,.I w oe� 2�- g cl� IQ IIY z�l a � IU I 2 iE Iz" cuLVrm 1 ELEV= 340.55 �i TO BE RBAOVW I - -SOUIH ENO CULVERT op NOT FOUND I LEGEND 'o FIRE HYDRANT ❑W WATER METER >< WATER VALVE GAS METER C< IRR IRRIGATION VALVE QS SEPTIC TANK LID D CATCH BASIN Op STORM DRAIN MANHOLE IPOLE ANCHOR _ GUY POLE GP ® POWER TRANSFORMER GAS METER GAS VALVE HANDICAP PARKING STALL 0T TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL EDGE OF PAVEMENT SIGN - - GL - - -- TRAFFIC SIGNAL POLE LUMINARE ❑ LT LIGHT J -BOX UTILITY POLE X FENCE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 MAILBOX CONIFER TREE AS NOTED DECIDUOUS TREE �F HANDICAP PARKING STALL 4) TURN LANE - EP EDGE OF PAVEMENT - - GL - - -- GUTTER LINE — P -- POWER LOCATES Phi PHONE LOCATES -- G GAS LOCATES ---W - WATER LINE S SEWER FORCE MAIN — — — — SAW CUT LINE N — — GRADING LIMITS /WORK LIMITS LINE XX� SPOT ELEVATION (PROPOSED GRADE) XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 / "'. SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 2 ♦ WAINI WAIL -S@ A, ST WTAILON I55MM ♦` iF I NEW PARKIN S'. \\ 3& I ♦\ I . � I i i � i II I 1:8 NEW STORAGE BUILDING. FABRIC 5 RE@UIRGD DUE ONDPTIONS. AS AND APPROVED IUNTY ENGINEER 8" MM OF 1 1/2' /WASHED ROCK ORIGINAL GROUND UNDISTURBED EARTH AS DIRECTED BY LOOM ENGINEER PERF DRAM HTPN 4" MIN. OF ROCK UNDER PIPE GENERAL NOTES: f..WCkeriee hlQher Lhen 5' shell be rombuetetl of rocks of gmtlnated lase Pmm 5 -men b 2 -man hum Wlbm W fnp Rockerlee of 5 or mover shell be cnoefmcfee of 3 -roes [o 2 -mm from 6otbm b bP Bmk sae ufekurlw elull ncl de: ' Tw -man mcb (300 W 6W pouatla), f9 Inche la Iwat des re Tluea -men rocks 1800 b 12o0 poaada), le )nchw Ia lee.t dmew Faar -men ,ab (ISOa b zzoo yanana), IS Iachw m leeaf w ae mm di -roan rocks (2400 b 3400 yomda). 20 iachw in lew[ d me z The mckorF shell he w411ee with a oab flee. s. M. lane elmeasion N the mcls ahauaCe anentea mwerda the SaN. In p—k $ mexlmnm al. wuey q. the I a0ell be ylaced so ea to bek into two mcb v. the mover trer. 5. Cell ew iveyacoU prim b Lem course heia w—d (rw acrlficeUee f rockery ImfeLL ye—&U. te—I end —k 6. a Ossen mreW hum tdme Wdi -..11 carry the ewl of a inl wlaeer eryarienced in soil mechealrx I 1 1 ROADWAY STANDARDS SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXIST. APPROXIMATE LOCATION OF EXISTING - SEPTIC DRAIN FIELD TO BE REMOVED EXISTING CHURCH BUILDING 15,397 S.F. 0 0 APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED S 88'30 "02 " E 403. ROCK RETAINING WALL -SEE STANDARD DETAIL ON T 15 SHITT ■ o- I, 1 + EROSION CONTROL CONSTRUCTION NOTES: I Ij 81 I. I O OISTINTRACTOR O U 512 APPROPRIATE TESC MEf OLDS TO KEENP E. SEDIMENT OFF CLARK ROAD. w I b f O2 INSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 1�� /yI OO I T G 1ON AT CATCH BAS N LOCATIO S PER DETAIL ON DRAWING 2 II I I 4 -;� I O FOLLOW ERO51ON CONTROL NOTES ON DRAWING C2.1 I i PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 4., 1. CONSTRUCT RETAINING WALLS AND GRADE PERVIOUS PARKING AREAS TO I FIN15H ELEVATION OF PERVIOUS PAVEMENT. I I +! I 1 2. IN AREAS NORTH AND WEST OF EXISTING BUILDING WHERE EXISTING 'RTI P PARKING 15 TO REMAIN, SAW-CUT EXISTING ACP. 1 { 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT L I COMPACT THE NATIVE 5O1L BELOW THE SUBBASE. -�- 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL - " -`I PROVISIONS OF CONSTRUCTION SPECIFICATIONS. j W 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND i MAINTAIN UNTIL LANDSCAPING 15 COMPLETE. I I { G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION Df BR15. PLACE ADDITIONAL ASTM NO.8 JOINT/OPENING FILLER A5 NECESSARY TO FILL COMPLETELY. I I j I CONSTRUCTION PHASING :� w THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE 5TEP5 j IN THIS ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED OUT OF SEQUENCE, A5 CONDITIONS REQUIRE . _....� THE CONSTRUCTION SEQUENCE 15 A5 FOLLOWS: 'I -- 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN THOSE LOCATIONS SHOWN ON THE PLANS. 2. CLEW AND GRUB THE PROJECT SITE. i I O 3. BETWEEN NOVENBER 1St AND MARCH 3 I et, ALL DISTURBED AREAS MORE GREATER { I THAN TWELVE HHOU�SHALL BE 5TA51UZED BY ONE O�R� FOR p I MULCH, SODDING, OR PLASTIC COVERING. j Y 4. GRADE SITE AND INSTALL ALL PERMANENT STORMWATER FACILITIES. 5. IN5TALL WATER, ECT.NDERGROUND UTILITIES (CABLE, TELEPHONE, POWER, 5E•NER, G. PROVIDE CATCH BA51N 1 \ I J NLETS TO DRAINAGE 5Y5TEM PROTECTION 5 5HOW OINST� NG SILT SOCKS AND ALL j U 7. AFTER PAVING I5 COMPLETE, INSTALL LANDSCAPE 5OD AND)OR SEED, AND _I I MULCH ALL DISTURBED AREAS. 8. MAINTAIN ALL EROSION CONTROL FA0UTIE5 UNTIL THE ENTIRE 517E 15 STABIUZED AND SILT RUNOFF CEASES. 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM DRAINAGE SY5TEM5. � i I I I LEGEND: INLET FILTER PROTECTION Op —�—e- FILTER FABRIC FENCE NEW AC PAVEMENT I NEW CONIC 51DEWALK ® NEW PERVIOUS PAVEMENT EXIST CONIC SIDEWALK —xxx_. EXIST. CONTOURS � N 1 1 .1 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY VERTICAL DATUM 9. NAD 3/9 1 81, SOUTH NGVD 29 ZONE 4602 TIC RTC POINT 838 ADAPTER SKIRT 48" RETRIEVAL STRAP / 36. 60 OVERFLOW (TO BYPASS PEAK STORM VOLUMES) SEDIMENT ACCUMULATION INSTALLATION: MAINTENANCE: • REMOVE CATCH BASIN GRATE • DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE •CLEAN DIRT AND DEBRIS FROM GRATE LEDGE SEDIMENT LEVEL •PLACE STREAMGUARD INSERT OVER CATCH •RECOMMENDED: EMPTY AND REINSTALL BASIN OPENING WITH BAG INSIDE BASIN WHEN UNIT IS APPROXIMATELY HALF FULL (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 B2 MTER FABRIC MATE 50' MIRE ROLLS USE STAPLES OR MIRE RMGS TO AnAW FABRIC TO WE 2'x 2'x 14 Ga XME FABRIC OR EWTVALENT BURY BY OM OF FflTER MRA 216• B RENCH W Max 2' x 4' NOW POSTS STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL. FENCE POSTS 2'x 2'x 14 Ga MME FABRIC OR EWIV. o FlLTER FAMC NATMAL p N 000 � .000 0 0 WASN GRAM TO 1 KF ON BO GRAVEL F FXML 1 00 - W BOW SIDES OF Fl o° FABRIC FENCE CE 2' x 4' MOOD POST ALT. STEEL FENCE POSTS REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: w -1991 FILTER FABRIC FENCE DETAIL 02 STANDARD EROSION CONTROL NOTES SILT FENCES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM G -INCH OVERLAP, AND 5ECURELY 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 LINE OF POSTS AND UP5LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED. A WIRE MESH SUPPORT PENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE 51DE OF THE POSTS U51NG HEAVY -DUTY WIRE STAPLES AT (FAST 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 TRE5. G. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UP5LOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TREE PROTECTION FENCE NOTE: TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES TO BE PRESERVED. THE FENCING 15 TO BE INSTALLED AND INSPECTED BY THE THURSTON COUNTY INSPECTOR PRIORTO ANY GRADING ACTIVITY. NO CONSTRUCTION ACTIVITY 15 ALLOWED INSIDE THE TREE PROTECTION AREA5. 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..GEOTE)MLE5. 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 SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, 5WALE5, LEVEL SPREADM AND SEDIMENT BASINS. 5. THE SEEDBED 5HALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. G. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENEVER EXCAVATION OF THE SITE EXPOSES PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER AND BACKFILLED WITH SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO A WASTE SITE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR 5HALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE M05T CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND UBC REQUIREMENTS. MEASUREMENT AND PAYMENT SHALL BE MADE BY PER TON OF MATERIAL EXCAVATED. DEWATERING FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF STANDING WATER AND MUDDY CONDITIONS AS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A L055 OF 501L PINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES 1. FRO51ON CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR 15 RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTOR5 ACTIVITIES SHALL BE HYDR05EEDED. 2. STABIUZATION 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 CRJ5HED ROCK SUBBASE OR OTHER APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS AFTER REACHING GRADE. 4. HYDR05EED OR PROVIDE PLASTIC COVERING OVER ALL PROPOSED EXPOSED LANDSCAPED AREAS IMMEDIATELY AFTER CONSTRUCTION. 5. A CERTIFIED PROFE55IONAL 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 P05MVELY 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 PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY E5TABU5HED GRADES ON THE AREAS TO BE TOP501LED SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 i i yL STRUCTURAL FILL NOTE: CONSTRUCTION OF ANY STRUCTURAL FILL SECTION SHOULD FOLLOW ALL RECOMMENDATIONS OF SOILS REPORT BY BRADLEY -NOBLE GEOTECHNICAL SERVICES DATED JUNE 12, 2007: JULY 25, 2007 AND MARCH 10, 2008 349. 345. 0 352.1 W 348.14B0 WET VAULT NOTE THE WET VAULT MATERIAL TO BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEF)- SMOOTH INTERIOR. WET VAULT MATERIAL MUST ACCOMMODATE 1-15-20 LOADS. WET VAULT SHALL BE PLACED ON NATIVE MATERIAL WITH 5UTTABLE BEDDING. 345:1 348 - - -" -344.: 6 347 --- -3#4.{ 346 345 344.93 344.43 3aa 3 � 1 I I ' ' 345 14 - -1 it STORM DRAIN CATCH BASINS V V 3Fs 47.88 FL I.E. CB # ♦ 3 OFFSET t5 3 31.00 37.940W��F�! 3 9.00 OW OUT .00 OW TYPE I ♦ - - - -- - 342.27 - 3�.SW 'TYPE I W/ 9 +20.45 4 343.00 338.46 (127 NE 338.46 (12')5 348.00 SOLID LEGEND: \ G3 351.00TOW 9 +82.29 33.14' RT -s- STORM DRAIN E ♦ .00BOW \ ® ROOF DRAIN UNE ♦ OOTOW 1 --n- 341.81 338.05 (129 E,W 34 . OBOW 5 0 9 +82.51 NEW AC PAVB.AENT 351.0 R 338.20 (895,NW 338.20 (89E ` 348.00 ® NEW "ECOL" OF SIMILAR PERVIOUS 120.6T RT 340.33 PAVERS 3 .4 Q TYPE I I 0 +64.23 83.23' RT 341.70 NEW CONC SIDEWALK �8 •N 1 � NEW CATCH BASIN 10 +88.03 75.0' RT EXIST CONC 51DEWALK 338.05 336.05 SURFACE FLOW DIRECTION SOLID UD (I 29 N FINISH SPOT ELEVATION EXIST. SPOT ELEVATION 1 -xxx_. EXIST. CONTOURS • STORM DRAIN CIE/WOUT (6 ") N o EXISTING CATCH BASIN TYPE I W/ STORM DRAIN CATCH BASINS I.E. CB # TYPE STATION OFFSET RIM I.E. IN OUT G TYPE I 9 +09.86 I F O.RCT. 342.27 - 3�.SW 'TYPE I W/ 9 +20.45 34.16 RT 343.00 338.46 (127 NE 338.46 (12')5 SOLID G3 TYPE I W/ SOLID UD 9 +82.29 33.14' RT 342.78 338.15 (129 N,5 338.15 (129 W ® TYPE I 9 +82.44 53.05' Ri 341.81 338.05 (129 E,W 338.05 (12 ") 5 5 TYPE 1 9 +82.51 83.08' RT 340.70 338.20 (895,NW 338.20 (89E G TYPE I 9 +63.83 120.6T RT 340.33 - 3 .4 Q TYPE I I 0 +64.23 83.23' RT 341.70 _ �8 •N 1 8 TYPE 2 W/ 10 +88.03 75.0' RT 341.85 338.05 336.05 SOLID UD (I 29 N (121W j 335.05 (6 ") N 9 EE TYPE I W/ 10 +87.47 31.44' PT 342.85 339.46 (129 E 339.46 (129 N SOLID UD � I O TYPE I 10 +67.1 3 1 6.00' FT - F.O.C. 342.1 6 338.77 (129 5 338.77 (129W I I TYPE 1 11+39.83 16.0(y 342.01 - 33z 04 CRi n 345 EXISTING PARKING NOTE: UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL APPLY A SLURRY SEAL IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS TO THAT PORTION OF THE PARKING AREA THAT WAS NOT RECONSTRUCTED. CONTRACTOR SHALL RE5TRIFE PARKING AREA PER DETAILS ON ARCHITECTURAL PLANS. 0 EXIST. Q SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 342 i s9 \ \� ;, EXISTING CHURCH BUILDING \ 15,397 S.F. (FF= 344.93) 'DISTANCES SHOWN ARE TO THE CENTER OF THE GRATE UNLESS OTHERWISE NOTED *DETAILS SHOWN ON DRAWING C3.1 ♦ 6LF PROPERTY UNE OW.) P 6 " ®1.0% CO IE= 341.86 7 2.45' SITE PLAN NOTE: SITE PLAN FOR THI5 PROJECT IS PROVIDED BY HOCH5TRA55ER ASSOCIATES, ARCHITECTS STATIONING NOTE: INTERSECTION C/L OF CLARK ROAD AND YELM AVE E = STA 0 +00 STRIPING NOTE: SEE ARCYITTECTURAL PLANS FOR PARKING LOT LAYOUT AND STRIPING DETAILS 342.49 B 342.0 341.80 343.24 342.50 341.57 341 343.06 .30 342.74 342.00 14 342.56 $s�� -- 341 ,37 G 3 X41.53- 331-06- 6 _ PH 11.. CONTRACTOR TO USE EXTREME! CARE WHEN w EXCAVATING TO _I INSTALL CATCH BASIN. WATER LINES IN CLOSE Z- T PROXIMITY. I d 1 I � I T 1 i l II I Q, I I 1 19 J Is 1 341.6 40.87 40.55 341. w �I P y 3� .7 - - -- 6 ' 341.05 342.46 I 11 7€=341.59 6 "PVC 01.0% IE= 341.36 ow 347. 344.60 344.10 0 �F D343.20 TOC, 342.70 FL 5.O dOLF112 1100. d' 4 '•' I I I I �I 5EE DRAWING C4.2 FOR FRONTAGE Iz I I IMPROVEMENTS QI I tl I`, I� i ' a } I I CONTRACTOR TO U5E EXTREME CARE WHEN EXCAVATING TO IL's I' IN CA I 1 LR I * 4 i. 1•rY I 1 I I M _ I 19 I TAI 1 I I I 0 cF' STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: INSTALL CEMENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON Oi CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 O DRAWING C3.2 11 INSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (4-1 I) ON CONSTRUCT W5DOT TYPE I HC RAMP PER DETAIL (F-40. 10-0 1) DRAWING C3.2 O INSTALL (3) - 98 LF 5'0 WET VAULTS PER DETAIL (I) ON DRAWING C3.1 O7 ON DRAWING C3.2 12 CONSTRUCT FRENCH DRAIN PER DETAIL (I 5) ON DRAWING C4.5 16 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL ( G] STALL TCH BASIN. W ATER UNE5 IN CLOSE PROXIMITY. N 20 Z SCALE 40 O50-7 AND CONSTRUCT APACCESS RISERS PER PLAN �D DETAILS DRAWING CS. G O STAWING�CH N O CONSTRUCT N DRAWINGN E PAVERS SECTION PER DETAIL (20, 13 CONSTRUCT AWIN V 3RTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) 17 INSTALL CONCRETE WHEEL STOP PER DETAIL (I 6) ON \� MERIDIAN: PORTS WASHINGTON STATE O5TA 1 1 5 APPROACH PER DETAIL 14-9) LL DRAWIL MFNT I O EXISTING STORM DRAIN SYSTEM TO REMAIN 14 CONSTRUCT FLUSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 PLANESCOOR COORDINATE! . CA- Or DRIVeWAY. VERTICAL DATUM NAD 83/91. SOUTH O 5TA APPROACH PER DETAIL (4-9) N DRAWING C3. I 10 INSTALL TYPE II BARRICADES PER DETAIL (1 2) ON DRAWING C3.2 15 CONSTRUCT ROCK WALL PER THURSTON COUNTY DETAIL ON DRAWING 19 CONSTRUCT TYPE 3B 11Df WALK RAMP PER DETAIL TC RTC NGVD 29 POINT 838 ZONE 4602 >b Y IPA j IPAv .4000 � Iliil[II e IN !�5�� 344.60 344.10 0 �F D343.20 TOC, 342.70 FL 5.O dOLF112 1100. d' 4 '•' I I I I �I 5EE DRAWING C4.2 FOR FRONTAGE Iz I I IMPROVEMENTS QI I tl I`, I� i ' a } I I CONTRACTOR TO U5E EXTREME CARE WHEN EXCAVATING TO IL's I' IN CA I 1 LR I * 4 i. 1•rY I 1 I I M _ I 19 I TAI 1 I I I 0 cF' STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: INSTALL CEMENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON Oi CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 O DRAWING C3.2 11 INSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (4-1 I) ON CONSTRUCT W5DOT TYPE I HC RAMP PER DETAIL (F-40. 10-0 1) DRAWING C3.2 O INSTALL (3) - 98 LF 5'0 WET VAULTS PER DETAIL (I) ON DRAWING C3.1 O7 ON DRAWING C3.2 12 CONSTRUCT FRENCH DRAIN PER DETAIL (I 5) ON DRAWING C4.5 16 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL ( G] STALL TCH BASIN. W ATER UNE5 IN CLOSE PROXIMITY. N 20 Z SCALE 40 O50-7 AND CONSTRUCT APACCESS RISERS PER PLAN �D DETAILS DRAWING CS. G O STAWING�CH N O CONSTRUCT N DRAWINGN E PAVERS SECTION PER DETAIL (20, 13 CONSTRUCT AWIN V 3RTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) 17 INSTALL CONCRETE WHEEL STOP PER DETAIL (I 6) ON \� MERIDIAN: PORTS WASHINGTON STATE O5TA 1 1 5 APPROACH PER DETAIL 14-9) LL DRAWIL MFNT I O EXISTING STORM DRAIN SYSTEM TO REMAIN 14 CONSTRUCT FLUSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 PLANESCOOR COORDINATE! . CA- Or DRIVeWAY. VERTICAL DATUM NAD 83/91. SOUTH O 5TA APPROACH PER DETAIL (4-9) N DRAWING C3. I 10 INSTALL TYPE II BARRICADES PER DETAIL (1 2) ON DRAWING C3.2 15 CONSTRUCT ROCK WALL PER THURSTON COUNTY DETAIL ON DRAWING 19 CONSTRUCT TYPE 3B 11Df WALK RAMP PER DETAIL TC RTC NGVD 29 POINT 838 ZONE 4602 >b IPROVIDE E ACCESS RISER DETAIL THI5 5H Kj i �r RMPAH r_PAnP 600 PER MT. STORM PROVIDE 36'0 ACCE55 R)5ER PER DETAIL THIS SHEET. LENGTH PROVIDE 36'0 ACCESS RISER PER DETAIL THI5 SHEET. BOTTOM INLET HAMBE SEE TYPICAL PAVING 5 DETAIL ON DRAWING C 12'0 DEC FROM MANHOLE #4 IE = 338.05 1200 DEC TO MANHOLE #8 It - 338.05 ±SUP 1SEP 1200 DEC PVC 600 DEC TO MANHOLE 5 =0.0 FT/PT 0.0 T/FT IE = 335.05 IE = 335.05 )1512-0 E = 335.05 O - 60'0 H2O -RATED CPEP SMOOTH INTERIOR WET VAULT @5- 0.0FTJPT. It = 334.05 r4--N WET VAULT DETAIL SCALE: N.T.5. ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM NUMBER LENGTH WIDTH BOTTOM INLET HAMBE OF ROWS ffi aa' ELEV. ELEV. 50-740 1 4 118.00 1 22.00 333.40 335.65 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN 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 411 -III -I � CHAMBERS SHALL MEET ASTM F 2418 -05 'STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 3" ASPHALT CONCRETE PAVEMENT FF2" CSTC (NATIVE SOILS) C. \ BALLAST RAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 48Yd TYPE 2 CB - 111111 1 E-1 I 111111111111111I I I W l 111 111 -111 ---111 RIM - 341.85 i I_I I -I - 3GO ACCE55 RI5ER It IN = 338.05 12' N If IN =335.05 G'N It OUT = 336.05 12' W 12'Owc�o% 2 INFILTRATION GALLERY DETAIL It = 338.05 SCALE: N.T.S. MIN. 0.25' ACP PATCH 020 PROPOSED PAVEMENT -{ I .5' (TOP) 6' SECTION k'rl- �2O C 00.5% LTRATION GALLERY STANDARD UPT GATE WITH CAM 36.05 WELL-COMPACTED 0.67' OPERATED LATCH WITH 400 L.B. FILL (tYPJ COMMERCIAL CAPACITY CHAINWELD TO ACCE55 1 ®K - CONCRETE NOTE: FRAME AT TOP OF ACCESS RISER It - 335.05 335.05 DRAINROCK (7YP.) 5'0 CPEP OPENING IN LID FOR PROVIDE USE OF MANHOLE ACCESS LADDER HOOK 15 REQUIRED. 334'05 ACCESS RISER DETAIL 5 SCALE: N.T.5. 8 4 WET VAULT DRAIN DETAIL SCALE: N.T.5. avAM+esme aseOnALM1aE esWNM1M1Aa waNrimFw>• PIi9 ,i ,i iµt rT PPE�mre mm� L e@MAIE WE sRwr TYPE 2 CATCH BASIN SCALE: N.T.5. MIIRRYEMDUW ®OMIE AimmGLea MDms nosh wa.�AdW11BIrBCIMw ewPirWD:wN w1ro AA ,I vaobasaimPJ OMY8GbI1LLIM RPEIbEr®GIYB norm +- Me•eP•osM+muWlsWSavPlMrvr 2 lY MDOiR >6•PW4ylaaal MNN meybeyee b sale rArrreb a T+e maeesMeesMa aieeW mg4MYWY4 WMMMUpspw MWr. TTrs.D.Ills`rrffi bgerewmn A NMepAIMW MreeiwY etleewolrneeMnbD $neYUW. Rdlle s 1$,iMllen W 4mLWrtlb bWema WrlaWegauebeMweOTPi AMw Er Dpe�ralnr4 a NrwlsneFViumrbmasowm arr.s ewe 9M.s PIPE ALLOWANCES CATCH BMM OIALEIER P M+ERPLNeTN MMIx DIAWM µl sosn N LECAL CPb6� PVCW �CW Me" 20• ffi aP Zr• ffi M• ffi aa' ffi ZT 8 (9+0_ arm, 941120) ffi Q' ffi ffi Ar BM• ix• GA• Mr ffi b• Mr ar ea x ffi 4e SIR Q TT w aT w V CDmpeM PaFeMec slum sw Pb• (old Alm Oft fL t rX wb. 946.1919 ea. le. bee 94a+20 'E O I,f iis`° PWADIIA1 L�9 209 I oRTSS u• . N[1 11 CATCH NSSIN TYPE 2 STANDAIIO PLAN b/0.2000 .1 orl DEA NROIFD FeI WPKI.Tk11 namm.L. PMlerlsee as" �i�Y„ +im M,�,aA�Y• PAVEMENT 4" PVC RISER SC -740 CHAMBER AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE FLOOR BOX FRAME AND LID W /S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW -IN CAP CLASS "C "CONCRETE STORM11 X LLC CONCEPTIUd PLAN MSCIAINER - N rout IPA AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE TMs NPORMTECH CHAMBER SYSTEa IAYWT WAS PRODUM TG DEMONSIRATE A Bm uMUT MAT MNL xNIDLE ME DE91N 4IXUME usIFD ABOT£ T SANG. HT AND IPPIICABMIIY W ME STORMTSCH CHAMBER SYST31 FOR MIS SPEaFIC PROI HAS NOT BEEN DETERMINED. IT IS ME ULTIMATE RESPoII W OF ME DESIGN ENaNEER TO ASSURE MAT TIE STORMWATER SSlg1 OEAGN IS IN FULL COMPLIANCE wM NL APP HCABIF LOWS AND REGU ATMNS. S1awRCH PRDWCTS MUST RE DESIGNED AND IRSTAI1ED n ACCONDANCE 1NTH SmwTECH'S MNIMUM REmIRw4m STOR"I DEC DRS IN AFPIEONE PLANS. smN OR s wau DESGNS ME DESIGNING ENCHIM IS RESPONSIBLE Fm All DESfJ! DEMI INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.S. L INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER F� 4 If /A PIPE ALLOWANCES e c PTE NAlEYl11 e�jR[N UITIeRNt xEINF'ORCEO OR +r PlyeN mrcREDE ALL NErAL PPE 1C CP9BPi +r (9+0_ arm, 941120) PVC 1S am DEED. m rerw em.+at+n MOFLE WA+L PVC +s larcx ePEc. s calaci t � i j ., iCOMMAAIED Pl1YElxTLENE � � '�.�j' 9fOPM 8EM9l PPE 11 � � -% 11.OR12• ar>gN aARHODP iORC kElaNr TN04a BRR NeDPe DER u• IEenr RECTANOIRAR Am"WMfiM SECTION PRECAST BASE BWTKM TYPE 1 CATCH BASIN _ SCALE: N.T.5. ` NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUAL 1/2 Ma BUM EACH M MER 0" NM. McBMN 1. Asaccophtbk ebEmelMsiothe relmrMown In Be PRECAST BASE BELT Ibers (placed edwldinp tithe S1g1 -" Bpadlgtloa), or wks mash having a mbbnun area of 0.12 eplrae tdln pal laol wlag be uAed wN1 We rainkru m requee l rebut clown In to ALTEBIATN! PRECAST BABE SECTION. Wine mash shall at be placed In the brodroub. 2. ThskmdmwdemwrwWatbegmwWftMZP . IEarlydde Mel havaew I Naga of2'.kbnumb2b•Rmbr PTOvkIrI rdbnung� bMeEastlr blodlwi wag endtla aaLbla Ntlre p¢a Atbrl Mppebballed .■tegepwkhpknmorlabwcwd nm AIM 84ndwd aveemoom III 3. The mWerue&I tan Be BlBew vow to do knew pipe hrvert Mel be 3. 4. The hams and Brats maybe bffbMW wlh the longs up ordMm .The Irara may be nw lala the adjust; radeactlwL 5. The Prey wgae Section may haves rounded Bow'• and the wells may be slapM at A rs% of 124 m sessa e e. The operbp shag be measured Alta top cf the precast ben mcdon. 7. All pickup hales shag be grpdad full after the te* has been placed. sEE xDTE t ALTGTNATNE PRECAST BASE SACIYMN PAVEMENT PAVEMENT GRADE 5ECT10N CONCRETE COMMERCIAL NCRETE 1 rut °e\eel l+i4a %q °° � i J9J DNAL DYAD GTCN BAtN TYPB 7 STANDARD PLAN 144162000 AMEr 1 ff 1 effr MPIRCARMAII Mr9pJ.Poubm ce4nae RECE55ED HANDLE TYPE COVER OR OLYMPIC 6' NOW FOUNDRY UB-950 PERFORATED DEC PIPE 5' 6 �4, OLYMPIC FOUNDRY IDA INLAND FOUNDRY INLAND FOUNDRY #248 VALVE BOX S WITH 3/4• STORM' CAST IN LID COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N.T.S. WIDTH e c ONE -WAY TWO-WAY t0' 10 15 30 2p' 40 NOTES: 1. WHERE APPROACH EXCEEDS 16' WDM A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGIRIDINALLY, CENTERED IN THE BRET AC 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3, REFER TO SECTION BID 140, YELM DEVELOPMENT GUIDELINES. rAPPROVED F PUBLIC WORKS T CONCRETE PROACH pWG. NO 4 -9 � CEMENT CONCRETE APPROACH � SCALE: N.T.S. l( MERIDIAN: �_II� /'J WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4602 fC RTC POINT 838 i i PLANTER STRIP -� (AS RED_J CURB & GUTTER MARK SIDEWALK PLANTER STRIP 5' MIN (AS RED.) EDGE AROUND EACH PANEL BROOM FINISH EXPANSION JOINT NOTES: ,s L EXPANSION JOINT MATERIAL TO BE 3/8` THICK PREMOIDED I � RDfoTwr .. 5' `�w�llr 6 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE Mm Morale POURING CONCRETE. i PLANTER STRIP -� (AS RED_J CURB & GUTTER MARK SIDEWALK PLANTER STRIP 5' MIN (AS RED.) EDGE AROUND EACH PANEL BROOM FINISH EXPANSION JOINT NOTES: raP aT L EXPANSION JOINT MATERIAL TO BE 3/8` THICK PREMOIDED I � RDfoTwr .. JOINT FILLER FULL THICKNESS OF CONCRETE. `�w�llr 6 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE Mm Morale POURING CONCRETE. CITY OF 3, SCORE MARKS SHALL BE t1 /8' WIDE BY N /4' DEEP. FOR DEPT OF PUBLCL WORKS SIDEWALKS OVER 8' IN WIDTH. A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. CEMENT ^ O ^ r R C TC li I Vli \ L L 4, EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND SIDEWALK GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIpEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. 10. CUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND d 4-11 4 GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBL IC WORKS DIRECTOR DATE 11 DES. DWN. CKD. DAIS JEG S -C s -C s -C 10/3/94 &--E5CAff MENT CONCRETE SIDEWALK : N.T .5. cuns "Milan c"a A P ANVINI LAI'I MY NOTE Y J CYITNf DRAM YRrINKRAMP TYPE 1 I �f mavlo/ LAYOUT d WENDIE2 MP OF RROAMY QQJ ■ -r YN b MP OF (� (imAm■o aEIFNr aDLa. � Y PE 11ruLRM! RAW raP aT z%rEK�� I � RDfoTwr .. ONeMr 1115 � `�w�llr 6 SECTON Mm Morale aEIFNr aDLa. � Y PE 11ruLRM! RAW R 10 56 1 10' m 5' 7 1 16' 16' T Tj 5' Z o d z ol" n n 9 �25� z5' CEMENT DOUG BARRIER CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS GENERAL NOTES: N EII G IH IB ORTH O O D 1. NO "ON STREET' PARKING PERMITTED , COL.I -EC OR 2. REFER TO RELEVANT SECTIONS OF THE APPROVED DWG. NO DEVELOPMENT GUIDELINES FOR ADDITIONAL A Z INFORMATION ON STORM DRAINAGE, STIREET LIGHTING, PAVEMENT STRU GTURE, SGT. DES. DwN. cKD. DATE I- BBRE4pw0 11 NEIGHBORHOOD COLLECTOR SCALE: N.T.S. tE u IIANVMT LALV a Y■ "I aIReEALx \\\ y PB1FCr11N): WAeN/r fIPIAII FAD.101� �� NQOETAL) a `rA@aCURB .q d� d � Q wrYLCeOm�une CU AND pCLM- 1 e r /Y� �r GEN 90NOpe1E J ypgYyAK SOBMYKRArr TPE1 IRAN YM! SWE ANX RAMP TYPE I FORLAY0 i,2,Aa SIDEWALK RAMP TYPE 1 WITH LAYOUTS 5GALE: N.T.5. T �L SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 4^ 0" 3- 9 "3.I S" I- ROW PLANTER VARIES I ,1I SIDEWALK AT 2% I - c = ➢ -- I 1 I .HI -I - - -III -1 - 3 1" DIA. BREAKAWAY FEATURE DRILLED PARALLEL TO SIGN FACE. _ IF POST SIZE EXCEEDS 4" X 4" - - - SEE W.S.D.O.T. STD. PLAN DETAIL = - r _ - -1 ELIE G -4o FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERALNOTES: 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE NOTICE, AT AN ANGLE OF 45' TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1.000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK. 4. CONSTRUCT BARRICADE PER MOTOR TYPE 2, SECTION 6P.60 TYPE I. II OR III BARRICADES. 12 BARRICADE TYPE II SCALE: N.T.5. NDIES 1. Thebaft cf Tor,ropshsdhrveebvd a (noth,aowof2% My dleMion), p W 4'. 2. =,:: louse bw M■,io boa how 'Cement Cme Y (w Curb B rj a>pdwI Cori not Mtle Mr geant Co S. Ramp Mopw wu nol be dmW thm 12HAV. 4. To Sr 1eYSrr1 Y011d Ibwble, romp GOIe Mown and not YDbO 6. Awls phiftdmkmp Mluceaaa, Minflon burro or adw oboruGo N hard of =W won aloes. S. Curb 6 Suft b eIonin W M Ca nb■R Plw far Sr aw dwyn apmft . Son Nrrd■d Pion F-10.12 fw cob dAtsk T. Sw SINIdrd Pion F40.10 for ddemk)old pk=rrd NM delda _ now •'. MIL A M •..0 ■ MIL A IW 2w all, RVII K, nAx c rrr w 11eB PATIrr AREA 910411- rJNAT■N r: YELLOW NCOLm! DBTECTAYLM WAINM) PATTOMI D■TAL R00ERSOVER SIDEVAU K RAMP TYPR I worn LAYOUTS STANDAf9 PLAN P-40.10-01 Yerr,oF, Narr APRIOY® TOR PUMUCATCH P■rao RdDOpbR fD.as.os eL>.,M� ar e,Pwr.,rMfw.PSIM. w%Mw Ave aUr 9 _ RAY1Y Parlrw YDEVIwx RA.o NY QIRB REf1AM --- -- --- ------- ------ l S RAMP CENn:NNE J \ SIDEWALK \ / 9UFFBi 91RP ASPHALT CONCRETE PAVEMENT - FIN15H GRADE 2' C5TC v'� /�� /�� /�� `9' BALA5T COMPACTED NATIVE 5UBGRADE OR APPROVED PILL COMPACTION TESTING REQUIRED POW, 5UBGRADE. ALL THICKNE55E5 ARE COMPACTED DIEPTH5. TYPICAL CLARK 13 ROAD PAVING SECTION SCALE: N.T.S. 3' ASPHALT CONCRETE PAVEMENT 2' C5TC (NATIVE 501L5) FIN51-I GRADE 6'BALIAST yVAj/AA�A /AA /% % % %��A/ NATIVE SUBGRADE OR APPROVED FILL OOMPAOTED %A��VA \ %AAj �� ✓'VA yA TO A 95% OF ASTM D 698//// \ \ \ /��. \ \ \ /. \ \\ SF /F✓ ✓ ,/ ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.5. 4' 2 I/2' 6'-0' I 9, 3 j (2) 83 BA RS 1 .I B' MIN 13/ 16' DIA HOLES 3:1 5AND f CEMENT 10' MAX GROUT I I DEPTH CONCRETE CURB NON5HR)NK GROUT 2' CLEARANCE Mr) -j (2) #6 DAR5 16 WHEEL STOP DETAIL SCALE: N.T.5. cL�lr corcRETs - 9D9WLR RAa.,YpE A ot,ECr.�WwsY4U PATTEIO, mYYa leff �rAaJ j� reiER a11UP VI L NOR 4UIIIRACT MR CORBIRIURN PoWIr PLAN NER SIDEWAIK RAID TYPE ON LAVOW TOP OF { / ROAUwr C®1M OOYOETE woe aurTrA pff w,E ■ cuo+rcorraa -,E PEDrrTMN wPB J FaPE sou w.lx R -,a,Rl b SECTION OC DEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. 1 CUM RADIUS DETAL RI JIM oBB VJPAMNG PATIRN 19EE pETN4 b TOPOF ROADIAAr `DERElim Cum LOUnFA 5TORM CLEANOUT IE= 341.36 NEW 5EE ARCHITECTURAL ADDRION PLAN5 FOR DETAIL WASHED ROCK FF= 344.93 TENCATE MIRAFI TYPE I40N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL 7� 1 I' \( W NOTE: INSTALL FILTER FABRIC UPON COMPLETION OF TRENCH. 1.50 FILTER FABRIC MU5T OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 120 MIN. FABRIC UNTIL LAND5CAPING 15 COMPLETELY E5TABUSHED. G. PVC ®1.0% 5EE ARCHITECTURAL PLAN5 FOR ROOF DRAIN CONNECTION DETAIL FRENCH DRAIN SECTION 1 SCALE: N.T.5. 6 1/2' 6 I/2' FACE OF CURB 5 I/2' I' 5 112' FACE OF CURB 112' R Ilk I/2' R I' R. MATCH ROADWAY D TOP OF SLOPE N ROADWAY a co 1/2' R. TOP W ROADWAY I _ •p' p p 11_6• CEMENT CONCRETE TRAFFIC 4, CURB &CURB AND GUTTER l� SCALE: NT U5 ECO -LOC CONCR TiT((M II�T� - %TTF PAVERS NOTES 1. The bc■on, ofdoM p ahY have a kM Yee (Not N alcoN of 2%N my eax6m), 4' • V. 2 Tina TWO 3s III LEWA n■Y66 ton, M N NIe bill INer "Canon Cane tdammk lump Type ae". TIN bid Win, dwe not LNAIde eve 0*0001 Cob (W Cub & Gub10. oY Sdwmlk bww.n Renpa, W er Cement Cone Fedwh an CUN. 1 RNnp rows abal nr ba Brew dw 1211 4 Avdd pleoillp 6airpe ebuduree JUD ian baYY W pier aboIneB bona N had W n np aooar enae. G CUb&G"rainnYn, un," Centrad Plows fir to rub dedpn Opened 9TH SYnWd Pion F.IO12 f r cobd3WL GE Sol Bid. Plan F-M10 l for rdnmk Jobs plaoN,Yrdeb ddWIL A � re I AA a M �� lH6 PI1TTERN AIfA RMLL BfVAInN BE YPQUI man DETECTABLE VAAM)NO PATTERN DUAL ISdI V" s1OEMALK RAMP TYPE 38 VEM LAYOUT :rANDARD PLAN PV0.18-00 aaarr 1 OF f YYEETI APPROVED lOR P(IRIGTKN ME" I- SmM OE�n O7 �� TIM. aF.rran..Pwe,. °a m oL v b P TYPICAL PAVING 5ECTION (5EE DETAIL, TH15 5HEET. 20 FLUSH CURB SCALE: N.T.S. 1 /2'R. I'R. . - PERVIOUS PARKING LOT SURFACE o' Ep VERTICAL FACED CEMENT CONCRETE CURB SCALE: N.T.S. MIN., 1.5' MAX. - VHRICAL PALE CURB TYPICAL PAVING :- ""'°�- P` 9ELTION (5EE " DEfAl47N19 NATIVE 51JDGRADE AMM NO.8 BEDDING mis sr1r. \ \ I„ N�1 -12' WA9N® I2' ASTM NO 2 5UD•BA9E/ / \\\j /\ COMPACT® TO 9596 MDD. 22 CONCRETE PAVERS SECTION A -A SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE 5Y5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 \ L 2 � s 0 N NEW STORAGE BUILDING, �L PROPERTY LINE (TYP.) r NEW PARKIN Ire WATER LINE NOT VIA RAPHIC N a NG BUI IN .. . : �I IRS 15 LF- 1 I12' EXIST. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEWER EASEMENT LINE -, �STA 9 +45.65, 180.50 RT �P, t -- 56 LF - 6' "- -- 1.2% p APPROXIMATE LOCATION OF EXISTING- / 6 SEPTIC DRAIN FIELD TO BE REMOVED EXISTING CHURCH BUILDING 15,397 S.F. 73 z 46 I l STEP PUMP CONTROL PANEL MOUNTED ON q EXISTING HOT DIPPED GALVANIZED UNISTRUT. t 35 LF - 0 PVC 01.2% ( ( HYDRANT TO I.E.®344111.43� � CD t I wvnloeu 0 �w VS 88'30'02" E 403.93 APPROXIMATE LOCATION DE 5EE STEP TANK DETAIL EXISTING SEPTIC DRAIN FIELD TO BE REMOVED (2Q) ON DRAWING C4.5 RIM - 344.01 I.E. = 339.04 I.E. = 339.93 51T MECHANICAL PLANS FOR CONTINUATION 4� R. ST �'Pe�yoe Wasr' p� m o w`` � �NISTE4� G�Z �.di �JONAL 5 SEE SHEETS C4.1 THRU C4.3 FOR CONTINUATION 427 LF - 4' 5DR 21 CL200 1 I I 28 LF - 2' PVC 5CH 40 5WP j IOLF -2'PVC 5DR 21 CL200 (GSP) 9 +27 � .00, 32.44' RT I 9 +45.65,51 NEW RO.W. ■ COMPOSITE UTILITY PLAN NOTES: lO INSTALL I- 112"X I -1 /2'X 1- 1 /2'TEE OINSTALL 45' BEND OINSTALL 90' BEND ORELOCATE EXISTING FIRE HYDRANT OINSTALL 6' X G' X 6' TEE OINSTALL G' SEWER CLEANOUT FM DETAIL (7 -7) ON DRAWING C4.3 OINSTALL 45' STEP BEND WITH THRUST BLOCKING PER DETAIL (6 -13) ON DRAWING C4.5 OINSTALL 2' SERVICE CONNECTION PER DETAIL (7 -1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7 -21) ON DRAWING C4.4 10 INSTALL 4' X 2' REDUCING TEE 5L X SL X SL OR PIPE SADDLE I I INSTALL 4' SEWER END OF LINE CLEANOUT PER DETAIL (7 -20) ON DRAWING C4.4 1 m 11 91 � I LEGEND I �I I i SS GRAVITY SEWER LINE I sv STEP SEWER LINE � w - - -- EXISTING WATER UNE 1 10 v PROPOSED WATER LINE I. o ASSUMED WATER LINE 9 45' BEND (WATER) i 8 1 I I _ SOP BEND (WATER) a, I SLEEVE 5E11iER AT TEE WITH THRUST BLOCKING (WATER) WATER CROSSING I 45' BEND WITH THRU5T BLOCKING (SEWED 27 LP - 2' PVC 5DR 21 CL200 (G5P) SEWER CLEANOUT i STEP PUMP CONTROL PANEL I w N SEWER GATE VALVE I r NOTE: TEST OF ALL BACKFLOW { ASSEMBLIES ARE NEEDED AND ACOPY OF THE REPORT SENT TO WATER DEPARTMENT @ PUBLIC WORKS 1 901 RHOTON ROAD I O YELM, WA. 98597 � I IU NEW IRRIGATION METER PER CITY OF W 1 YELM DETAIL 6 -3 ON DRAWING C4.5. REDUCED PRESSURE BACKFLOW n A55EMBLY FOR PER DETAIL 6 -17 ON 6 DRAWING C4.5. fi J of I I I I I I I E 15TING 8' WATER LINE EXISTING 6' WATER LINE CALL UNDERGROUND LOCATE TW( WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 i APPROVED FOR CON5TRUCTUN p DATE: o /Y. EYPIRE5: i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nMCTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAWS 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 SMALL BE TERRA TAPED' OR APPROVED EQUAL. THE TAPE AND WIRE SMALL 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 SMALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE BACKING MARKED'T'OWEW. TAPE SHALL BE FURNISHED BY CONTRACTOR. 9. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE 5ACK19LL 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 L'OR MAINTENANCE AS REQUIRED. I I . EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACII.TTIE5 AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PLAN(5) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 14. ANY CHANGES TO THE DE51GN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 15. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAIN5 SHALL BE PIGGMCLEANED 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 RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES ANWR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS, IT SHALL BE THE CONTRACTORS RE5PON5IBIUTYTO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SMALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE'ON -0FP 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, 3OMM 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, EXP(LTRATION TEST C) 5.5. PRESSURE TEST D) SERVICE LINE PRE55URE TEST E) FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 21. AT THE END OF ALL STEP UNE 5TUB-OUT5. SHALL HAVE A 4' X 4' PO5T AND A REBAR SHOWING THE END OF THE: UNE. \ L 2 � s 0 N NEW STORAGE BUILDING, �L PROPERTY LINE (TYP.) r NEW PARKIN Ire WATER LINE NOT VIA RAPHIC N a NG BUI IN .. . : �I IRS 15 LF- 1 I12' EXIST. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEWER EASEMENT LINE -, �STA 9 +45.65, 180.50 RT �P, t -- 56 LF - 6' "- -- 1.2% p APPROXIMATE LOCATION OF EXISTING- / 6 SEPTIC DRAIN FIELD TO BE REMOVED EXISTING CHURCH BUILDING 15,397 S.F. 73 z 46 I l STEP PUMP CONTROL PANEL MOUNTED ON q EXISTING HOT DIPPED GALVANIZED UNISTRUT. t 35 LF - 0 PVC 01.2% ( ( HYDRANT TO I.E.®344111.43� � CD t I wvnloeu 0 �w VS 88'30'02" E 403.93 APPROXIMATE LOCATION DE 5EE STEP TANK DETAIL EXISTING SEPTIC DRAIN FIELD TO BE REMOVED (2Q) ON DRAWING C4.5 RIM - 344.01 I.E. = 339.04 I.E. = 339.93 51T MECHANICAL PLANS FOR CONTINUATION 4� R. ST �'Pe�yoe Wasr' p� m o w`` � �NISTE4� G�Z �.di �JONAL 5 SEE SHEETS C4.1 THRU C4.3 FOR CONTINUATION 427 LF - 4' 5DR 21 CL200 1 I I 28 LF - 2' PVC 5CH 40 5WP j IOLF -2'PVC 5DR 21 CL200 (GSP) 9 +27 � .00, 32.44' RT I 9 +45.65,51 NEW RO.W. ■ COMPOSITE UTILITY PLAN NOTES: lO INSTALL I- 112"X I -1 /2'X 1- 1 /2'TEE OINSTALL 45' BEND OINSTALL 90' BEND ORELOCATE EXISTING FIRE HYDRANT OINSTALL 6' X G' X 6' TEE OINSTALL G' SEWER CLEANOUT FM DETAIL (7 -7) ON DRAWING C4.3 OINSTALL 45' STEP BEND WITH THRUST BLOCKING PER DETAIL (6 -13) ON DRAWING C4.5 OINSTALL 2' SERVICE CONNECTION PER DETAIL (7 -1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7 -21) ON DRAWING C4.4 10 INSTALL 4' X 2' REDUCING TEE 5L X SL X SL OR PIPE SADDLE I I INSTALL 4' SEWER END OF LINE CLEANOUT PER DETAIL (7 -20) ON DRAWING C4.4 1 m 11 91 � I LEGEND I �I I i SS GRAVITY SEWER LINE I sv STEP SEWER LINE � w - - -- EXISTING WATER UNE 1 10 v PROPOSED WATER LINE I. o ASSUMED WATER LINE 9 45' BEND (WATER) i 8 1 I I _ SOP BEND (WATER) a, I SLEEVE 5E11iER AT TEE WITH THRUST BLOCKING (WATER) WATER CROSSING I 45' BEND WITH THRU5T BLOCKING (SEWED 27 LP - 2' PVC 5DR 21 CL200 (G5P) SEWER CLEANOUT i STEP PUMP CONTROL PANEL I w N SEWER GATE VALVE I r NOTE: TEST OF ALL BACKFLOW { ASSEMBLIES ARE NEEDED AND ACOPY OF THE REPORT SENT TO WATER DEPARTMENT @ PUBLIC WORKS 1 901 RHOTON ROAD I O YELM, WA. 98597 � I IU NEW IRRIGATION METER PER CITY OF W 1 YELM DETAIL 6 -3 ON DRAWING C4.5. REDUCED PRESSURE BACKFLOW n A55EMBLY FOR PER DETAIL 6 -17 ON 6 DRAWING C4.5. fi J of I I I I I I I E 15TING 8' WATER LINE EXISTING 6' WATER LINE CALL UNDERGROUND LOCATE TW( WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 i APPROVED FOR CON5TRUCTUN p DATE: o /Y. EYPIRE5: i 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STALE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 i i i Ir 5TA 0 +38.30, 24.60 LT - CONNECT TO D(15TING 8.5TP MAIN. IN5TALL 8' X 4' STAINLESS STEEL TAPPING 51F_EVE WITH THRUST BLOCKING. SEE CITY OF YELM DETAIL 6- 10 ON DWG. C4.4. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING CITY OF YELM STEP LINE PRIOR TO ANY CON5TRUCTION. NOTIFY ENGINEER IF ANY DISCREPANCIES TO HORZ,/VERT. LOCATION BEFORE PERFORMING THI5 WORK. IX15TING GATE VALVE 15 APPROXIMATELY I I' FROM TEE AT SEWER CROSSING ON YELN) AVE. 5TA 0 +42.12, 2 1.66' LT INSTALL 4' 5TEP LINE GATE VALVE (MJ X MJ) PER DETAIL (7 -21) ON DRAWING C4.4 ♦ '�' EXISTING PAINTED 5/ 4 / I ROAD CENTERUNE /j ♦ y\ 5AW CUT AND REMOVE ASPHALT. ♦ ♦ • , ® IN5TALL SEWER AND REPAIR PER /— — — — — — DETAIL 73 ON DRAWING C4.3 < -= �d / \ L NI '5 t4.7— ?�� .. - -i �. . CITY OF YEUd UMIT5 LINE 5TA 2 +45.49 CITY OF YELM �UR51TONOOUNTY I M M______g___ M_ o 0 ♦ 5TA 0 +69.32, 0.0 LT/RT IN5TALL (1) 45" BEND ♦ NTH THRUST BLOCKING o 0 BEGIN 5TP LINE TRANSITION ROAD STATIONING FROM SURVEYED SECTION LINE 6 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 2. ±2% THEN TRENCH FOR 5EWERIN5TALLATION. RE5TORE TRENCH PEKTHUR5TON COUNTY DETAIL 6-H ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX ASPHALT. TT�Hu'R'TN STEP STEP N 11 ' (Y 7'E — 1,3 1 9.66 4+ D- - - -_ - - -I STA 3 +22.47. 5.0' LT/RT END STP 5' LT TYPICAL OFFSET OF PAINTED ROAD CENTERUNE TRANSITION Y CONTROL POINT *6644 CA5E MON. 2 112' T.C. BRA55 CAP IN CONCRETE. SHOWN 1/4 SECTION CORNER FROM 5URVEY WITH COORDINATES 5TA 5 +00.00, 5.0' LT ems— ' ._ °3-' -. HS`'— Z Hd IN5TALL 4' 5TP LINE GATE VALVE 5TA 7 +00.00, 6.5' LT 1 '. 0 — R.O.W. LINE (MJ X MJ) PER DETAIL (7 -2 I) ON 9TP LINE TEE WITH THRUST BLOCKING (WATER) � — -- - -- � DRAWING C4.4 I -- �r -- -- -- -- W 6+ MI .X M --' - -_ —__ — — — — _ ...,.....,. �8� O Z — TT�Hu'R'TN STEP STEP N 11 ' (Y 7'E — 1,3 1 9.66 4+ D- - - -_ - - -I STA 3 +22.47. 5.0' LT/RT END STP 5' LT TYPICAL OFFSET OF PAINTED ROAD CENTERUNE TRANSITION Y CONTROL POINT *6644 CA5E MON. 2 112' T.C. BRA55 CAP IN CONCRETE. SHOWN 1/4 SECTION CORNER FROM 5URVEY WITH COORDINATES 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 4 +5U S +UU S+SU b +w to pv / rw -'n E L KEY MAP I" =300' COORDINATION NOTE: COORDINATE WfTH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAY5 PRIOR TO WORK AT INTER5ECTION SS GRAVITY SEWER UNE ems— ' ._ °3-' -. HS`'— + 0 Hd N PROPOSED WATER LINE '. STEP - STEP; 900 BEND (WATER) TEE WITH THRUST BLOCKING (WATER) � — -- - -- � Q-0 r `� 0 _ -- �r -- -- -- -- W 6+ — 5EWER GATE VALVE 5 .13 d3 d3 - -_ -_M _ S___�__Mi �Y- -- - —d3 -� M LL W N 0ce T - IX15TING E.O.P. LINE `R.O.W. LINE 1 Q 1 rl� 1 N LEGEND 0 LL- 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 4 +5U S +UU S+SU b +w to pv / rw -'n E L KEY MAP I" =300' COORDINATION NOTE: COORDINATE WfTH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAY5 PRIOR TO WORK AT INTER5ECTION SS GRAVITY SEWER UNE STEP STEP 5EWER LINE - - - -- w -- — EXISTING WATER LINE N PROPOSED WATER LINE '. 45° BEND (WATER) 900 BEND (WATER) TEE WITH THRUST BLOCKING (WATER) .: O 5EWER CLEANOUT + 5TP PUMP CONTROL PANEL N 5EWER GATE VALVE 0ce O g 0 LL- s � a P: O g Th D(I5TING ELEVATION5 Z 1 ~ 345 U-i 345 w CROWN OF THE ROAD _--. _.._ - - -_..- -- -- -- _.__. _� z p 0 +N + O =IllU 1 H N �OV 1 Q — �� __ ��_�_ __�_�__� _��__�_ — _— _— _ —_ _ - - -- -- _--- _--- __--- _--- -_ —__— - - - -- _ — — — — — — — -- - - - - -- - - - -- STA 0 +38. 24.GO LT `�>' 1340 MATCH INTO EX15TING > 340 CONTRACTO t TO VERIFY PIPE DEPTH 4 LOCATION z z 40 LFf 4'0 5TEF LINE b 1 4272 4 LINE 1 43 1 LF+ 00 STEP LINE 9DR 2 f 200 00 GSP 335 5�DR 21 CL200 G5P --- _. —_ —_ -- -- --- 335 I a c�ii chi m m A330 330 c c�i 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 4 +5U S +UU S+SU b +w to pv / rw -'n E L KEY MAP I" =300' COORDINATION NOTE: COORDINATE WfTH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAY5 PRIOR TO WORK AT INTER5ECTION SS GRAVITY SEWER UNE STEP STEP 5EWER LINE - - - -- w -- — EXISTING WATER LINE N PROPOSED WATER LINE '. 45° BEND (WATER) 900 BEND (WATER) TEE WITH THRUST BLOCKING (WATER) .: 45' BEND WITH THRU5T BLOCKING (5EWEF) 5EWER CLEANOUT + 5TP PUMP CONTROL PANEL N 5EWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG FOR CON5TRUMION C ,{ .. —_ DATE: —'... w- Z -'Mw- 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 Z Ol Q owl Z oZk � o <� Ln 0 o LU -1 z =�1 Q W W Ln SURVEYED SECTION UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 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 INSTALL 4' STEP UNE GATE VALVE (MJ X MJ) PER DETAIL (7 -21) ON DRAWING C4.4 5TA 9 +32.00. 7.21' LT INSTALL END OF UNE CLEANOUT PER DETAIL (7 -20) ON DRAWING C4.4 LF 12'0 PVC 5 =0.005 FT/FT R.O.W. UNE CLARK ROAD EXISTING R.O.W. UNE 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 CLARK ROAD HORZ.: I" = 30' VERT.: 1 " = 3' 11 +5U IZ +UU IZ +JU 13 +W I I I I I I I INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON SHEET C3.2 OINSTALL TYPE If BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (8) ON SHEET C3.2 O5AWCUT AT R.O.W. GL AND CONSTRUCT HALF -ROAD IMPROVEMENTS PER SECTION DETAIL (9) ON SHEET C3.2 * SEE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS O STEP STEP SEWER UNE w -- EXISTING WATER UNE • PROPOSED WATER UNE 45' BEND (WATER) 90' BEND (WATER) cz p 18 2 NCQ O (pN mN + N'k � + R Q W II II — Q 3 O I O N 13 �n tl ga) ? 345 w _. _.._. �i �i - --- -- - - -- — -- . - -_- -- 0 -- —.__- _... 345 3 = W U IQLu � I� - - - - -- -- - - - - -- -- - - - - -- -- - - - - - - - - - -- - -------- - - - - -- -- - - - - -- - - - - - -- 4T--33% -0.25% 0.47% z CBB I TYPE 1 5TA 9+09.8 RIM =342.27 EXISTING E ATION5 340 IE- 338.57 CROWN O THE ROAD 340 PROPOSED ELEVATIONS O 5 OF I r PVC 0.005 FT/PT ttt333 0 FLOWUN CBd I TYPE I G I I TYPE I 427± 40 STEP UNE 5TA 10 +87.13 5T I I +39.83 3. 5DR 21 CL200 P RIM- 42.16 IE 3 3904 IE =3 8.77 .04 335 335 I I S r n n _ N Al N N A N m N c�i N � N �' N � N � N � N T� 330 33011 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 CLARK ROAD HORZ.: I" = 30' VERT.: 1 " = 3' 11 +5U IZ +UU IZ +JU 13 +W I I I I I I I INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON SHEET C3.2 OINSTALL TYPE If BARRICADES PER DETAIL (10) ON SHEET C3.2 OINSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (8) ON SHEET C3.2 O5AWCUT AT R.O.W. GL 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 STEP SEWER UNE w -- EXISTING WATER UNE • PROPOSED WATER UNE 45' BEND (WATER) 90' BEND (WATER) CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 PPROVED FOR CONSTRUCTION VEL MENT REVIEW ENGINEEPy KEY MAP I " =300' TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRUST BLOCKING (5EWER) SEWER CLEANOUT w. STEP PUMP CONTROL PANEL N SEWER GATE VALVE - •- ww-Z --r 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 8" 1. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 3I EXISIINO TDMNC CCNREC- TO I ExISTMG PVC SERVICE Ow 1• N9 M1 VALVE. SL A 1- CIMOI NSTALA -d MOILS ALL RRNCE Lm COPS" eam SAMLL or LOCATE] 4 FROM EDGE OF 17R19 TO CENTER K .ARSON WY N PLANTER SHIP ON iC1N sus or wommY. CANS Cod DOKU 94ALL E LOCATED S APART TO WilliR OF DOLES 2 N ARSON BDAEE ACOORDPOU M GRAN . 3 I . 40 08/2,9/07 03114/08 3 04/08/09 . 4.... 04; 2 2/09 NO DATE II- Y P19AATED R9E STEP INJN PVC was CHE VALVE R x i I Y KDI INTEL VALVE. R M E 1' PVT; NPNG 1 A SL- 1' S WAN am PVC; REDUI.Y o TEE K . R A W on PIPE SATOIE •� TYPICAL 1" SERVICE CONNECTION 1VgIDYE -Q� DRe. Mo. F19IJC R0N(S OITIEC711R ]ALE 7-1 T� JY ,EC TIP 472007 Pr vANIAC R AND NEOPNR OANET 1' MlAJYYC N09 AND NAVE .SKMRY DRD11 9A1'YAVE AS VNOS I ML YAK WA11 K wN 11- SOAK US P40 RtN a RPKK PMYETS 'DOW UK - TN1KL N RROI ALIGN, Citk"N R 2-PDn EPDXY, u9 NNRD .l LAW ADAPTOR MR COMCRER LAWS J• >K 40AT minow.Y a KT NY Ow a Y9N DA PVC TWO R-DUw At SDRRE -LIE MATERK ron GIIPIE., NoLuA. AND am I MM9d t SO. MSI CANT NNnAI'mon M1 VARY IIR WNIMCTGG SW IRE] MF '/P' vnr Tm w IMl__ l OF nR R61M1ARd NOIAKWM-S SWO AN K N 'HE DMDWU 'NICK STET NS TM TALL SIP TANKS SHALL B`- H -70 LOAD RATED -ANKS. THIS POL CY SHALL TAKF FFFFCT ON MAY' 31, 200.7 T" PICAL SIMPLEX STEP TANK INSTA_LA IiON WIC NO. I'9 0 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON WE TDRATId SURFACE VK 1• IN.ION ro CNN -CT I:S91C 4@ 4MMAnON TW.E AROK� MMAli iDR MR891N Ass R e' \ or NM RM61 NOWT TYPI.'.4 "IN IN. ALL NOI-W* M SCANNING IWS fAwR NgAIDaR WVE SUfr.OLNT -, INPD TO AVOT f0P ehl MNR 9Wl p PUMP NYGYK eAcYNTIL, SEE TAR'_ 9LLC1 RAOGNL e ME$,oMTIRI KC C, 5.41 AT ON I HGT 5 #w SYTI :PIME< 1 21. OR 24• PVC_Y SAME 4 D AMY LAd R1111 RISER W/LID 1 1 14 WIRE OF lIf fRd RP R MfMT TO C INSULATID p D,GOING _ N4' ET CYISIAT Tow 08/2,9/07 03114/08 3 04/08/09 . 4.... 04; 2 2/09 NO DATE II- Y P19AATED R9E STEP INJN PVC was CHE VALVE R x i I Y KDI INTEL VALVE. R M E 1' PVT; NPNG 1 A SL- 1' S WAN am PVC; REDUI.Y o TEE K . R A W on PIPE SATOIE •� TYPICAL 1" SERVICE CONNECTION 1VgIDYE -Q� DRe. Mo. F19IJC R0N(S OITIEC711R ]ALE 7-1 T� JY ,EC TIP 472007 Pr vANIAC R AND NEOPNR OANET 1' MlAJYYC N09 AND NAVE .SKMRY DRD11 9A1'YAVE AS VNOS I ML YAK WA11 K wN 11- SOAK US P40 RtN a RPKK PMYETS 'DOW UK - TN1KL N RROI ALIGN, Citk"N R 2-PDn EPDXY, u9 NNRD .l LAW ADAPTOR MR COMCRER LAWS J• >K 40AT minow.Y a KT NY Ow a Y9N DA PVC TWO R-DUw At SDRRE -LIE MATERK ron GIIPIE., NoLuA. AND am I MM9d t SO. MSI CANT NNnAI'mon M1 VARY IIR WNIMCTGG SW IRE] MF '/P' vnr Tm w IMl__ l OF nR R61M1ARd NOIAKWM-S SWO AN K N 'HE DMDWU 'NICK STET NS TM TALL SIP TANKS SHALL B`- H -70 LOAD RATED -ANKS. THIS POL CY SHALL TAKF FFFFCT ON MAY' 31, 200.7 T" PICAL SIMPLEX STEP TANK INSTA_LA IiON WIC NO. I'9 0 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON WE TDRATId SURFACE .. �� - T 4@ 4MMAnON TW.E AROK� SEE RESTORATION TARE e' \ TRNSRI GRADE IN. CNPACM NWDR f fAwR NgAIDaR ehl MNR 9Wl p DRR'HD 4 eAcYNTIL, SEE TAR'_ 9LLC1 RAOGNL e ME$,oMTIRI MANTAW SIDE I SLOPE AS SLEEP I • W S \// AS Pp,ggLE .\!7 a °.sGl SAQDIL N p RDUNG "Olt e FIEOM TOPE —L_— L PIPE 00 jr uL BELT SAPALL Y v IpgnSMrPWNYVAD O W 49PACT p B R RP111A4 PM WI•'R- HT�/ MANP4G R RATtE PALNNC T TMSII RIRt PWl N i tNn/1YOYA'[ P PWI14' S 1'M • } }bPM A CYN1fAN1 ,Ey ,yl Q QRFMT p RCN W WM ES111G GRIPE MATE eMIRI Y Y6S WPNI NMPW)My fVfAl£ - -- •/P G GCIIPKI 111 IJ W WBE I L110UR COR 011O® 9KACi'O C"W CITY OF YELM DEPT. OF PUB IC WORKS TYPI C A I_ PIPE TR_NCH = ppRnlin DOG. ND. gyp.. •�� —._.. 7....5 FIISLC IIPNS ONffmM OAIE _ Jy xr. TP 4/2007 COMMENTS REVISIONS PER TIIURSTON COUNTY COMMENTS REVISIONS PER TFIURSTON COUNTY COMMENTS REVI510N5 PER CITY OF YELM COMMENT'S BY GKD APPR I REVISION VELA NMW LOCKED BY APPROVED 8Y � MRS Consulting Engineers —uare 4200 6th Avenue SE; Suite 309 5 -13 -09 Lacey, Washington RESTORA ION TABLE 1 .. �� - T TNOINl4 e eAENnu/ C CW►tMls/ IYAC C CNPACM NWDR f fAwR NgAIDaR ehl MNR 9Wl p DRR'HD 4 4' TAYEN•� pMACT 9 9LLC1 RAOGNL e �W 4 CCIOSTWI 9APIla ' 'M CNPp 1 1'PIPACI 10. PS � ON ISWM we PAVEILfRI M P� ° °.sGl SAQDIL N p � w MWC OISN� P NIPKT W NR D DNDke AND OILS W11G1F.TC N4PAGE Y YATp,WM B BELT SAPALL Y YAIW DPFeM PPIIRI IpgnSMrPWNYVAD O ORNJRTE MCxNK 4 49PACT p B R RP111A4 PM WI•'R- HT�/ MANP4G R RATtE PALNNC T TMSII RIRt PWl N i tNn/1YOYA'[ P PWI14' S 1'M • } }bPM A CYN1fAN1 ,Ey ,yl Q QRFMT p RCN W WM ES111G GRIPE MATE eMIRI Y Y6S WPNI NMPW)My fVfAl£ - -- •/P G GCIIPKI 111 IJ W WBE I L110UR A.L SP& TAN <$ SI IA_L BE 1 20 LOAD RATED TANKS. TH'S POLICY SHALL TAKE EFFECT ON MA" 31, 7001 INN GREG GRADE � WAT(* 1131( LID 211 -1 m PVC: R14R I —� PUYF VAM I R6TR All, wwE 146 +1 All ME --'- ~� x-14 GAUGE MINING 141 GAUGE •DNNS I I/ MAINE m "wit low TOSS OC -` 11 1 zh Va{ATE 1 1/0. YK.IME 6" MN KWIVD yll�ll� DN 4LL IANY.S LARGER MAN 1500 CAILTYIS THE LOOM Of ME DGYM NRYED NET PIPE WILL eE p[TCTYNED DT nE Nd SCYH SC'I. COLI-AVIS -WO PILLARS 4DIE5> I I.. 0llElE 94WRE FOR A ]YA CALIAN -ANN UT LIED As A TNRAIA P.wP van 1. CITY OF YELM 2'„ THE CIKP Wl, KNEW TaLAANCEB IN EXCESS 0° DEPT OF PUBLIC WORKS DYENSDNS SNOW A WE TRIP/ER PUMP YAK] PEIXRRS TOO VAIAis 1500, J'JOO, 4500 VA._LON' i�An AriD�EFUR�"T E ueaMO L'vA�taNS STEP IP.NK j I'lllY1 -' TANK 4 1A0 GALLON TANKS DR LNlCCR SHALL HAVC �D DWG NO 11RE[ 90P5 AVC LDS- 7 -. ' 1 PJRK 110RKS DIRECTOR MIT DRN. .1... Lam'' u. DATE OW J` �LG IP 4/2007 98503 (360) 191 -7130 Fox (360) 192 -7231 JOB N0: 406041.20 TABLE FOR FEEDER WIRE RUN WIHL JTE PnRIYJM UISiANL! PT AVf. rOPPFR Ito fill PU AM3 ITYPIN ISIIlHI AD AMD TAPER � 350 FEEL n I .- '�-- PAIX.oCN NIN CVII4UN 1lEY I I LwRSHLU MY THE OTY CENTERED ON 3 YELM NNw IIGMI N111 SILLNa DUTTpJ 1I1uM PUN N ' I j � 1G STOP 1MN SIMM1EIt Will a J �_ 1-2 "Q I7 -P2 In slo' law - IA.wLSx 1. 17 -p9 T: STEP TAW lift iIi CMN.A 11:W .1�H AIWIINJNAt P,I DNMA IId� -DECK -SEE SPCC(N:AilOHS _BaO, HURT. I Y I IEHNG - TNPLEA NIZIL._ PRNCI SrZE Mn.T VhPT D- .PLPDIY,. QI MAXUI RLUIRN ILL YPICA F';JMP cUN iRi)I ?A.NFI Aw'ROK1L GAG. NO •tIN -. M IYDRK:. DPe'f.T(M DATE - -DEi- OW{L... I CAD. - DATE JY JEO I TIP •, JN'DLNL h�. LID ORfNfo 'N lPl4 - \ C^ N, YA A. 1" "df !r9R :.MN NAU. VPIV I' SCHEJ 4C V QIS�TPdIT PV4 54ID 5.. LLE AG v'.T PT a.nP_E \ MAC MUOLL JUTE t.+' La'A. � +NLlwNE SEIMN NAIVE ' N4 L_ PNCE IN A M1IIN -INPIn M' ARL P. 'JXIDN Jowls SMALL K sa VENi WELDED [I IT r0 EIELG LU:AIE -iNNSN GTMDE SHALL K W1N•M 1 "t 1 4/700] * $••a. SLw%-r SRc" A)1" eunt.. N. RIOle QI PV,. RISiP N 14 DACa TOILING TWC I/� I'YC 11'VA WVUH HALL f1 U4 I W R UP. 7 12 TYPICAL SEWEfl AUfOMA'I; AIR RELEASE VA! v- fWLK HORNS DIRECTOR DATE Ji .kC >�. ..I 4/7001 REVISIONS PER TYIURSTON COUNTY ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS P. ✓1 ICJ �..� Y V� � I i p3J TAI II<Re9 U p� ETyf E_y 1 i isa rt �K ux LEA� DILL FINISHED GRAM ALARM NIGH 1YEl IPC DNfUff ;4s DRAW:TNU d m ofr; - °• � Y n o j (A.,' 11RAWVOTm ON m GF1) LOW LEKi ALARM date IIRC %JF C i -A �, <,T, pEp1NCANl OFF r 10.11 �i 2'W u�I e• wn eE1M4RD • FLOAT SETTING VAI L1 DIMFNSION5 FORA 1 DL;PLEX Pl1M_f_' v'AU''_- IN,O HORNS ONCIDR � OAIE 1 ` OFS. I -INw fxU. 714fi J7 I JLG T(' I 4i21JU7 Dare: —__ -- expires 2 years from acceptance 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H WILL eE p[TCTYNED DT nE Nd SCYH SC'I. COLI-AVIS -WO PILLARS 4DIE5> I I.. 0llElE 94WRE FOR A ]YA CALIAN -ANN UT LIED As A TNRAIA P.wP van 1. CITY OF YELM 2'„ THE CIKP Wl, KNEW TaLAANCEB IN EXCESS 0° DEPT OF PUBLIC WORKS DYENSDNS SNOW A WE TRIP/ER PUMP YAK] PEIXRRS TOO VAIAis 1500, J'JOO, 4500 VA._LON' i�An AriD�EFUR�"T E ueaMO L'vA�taNS STEP IP.NK j I'lllY1 -' TANK 4 1A0 GALLON TANKS DR LNlCCR SHALL HAVC �D DWG NO 11RE[ 90P5 AVC LDS- 7 -. ' 1 PJRK 110RKS DIRECTOR MIT DRN. .1... Lam'' u. DATE OW J` �LG IP 4/2007 98503 (360) 191 -7130 Fox (360) 192 -7231 JOB N0: 406041.20 TABLE FOR FEEDER WIRE RUN WIHL JTE PnRIYJM UISiANL! PT AVf. rOPPFR Ito fill PU AM3 ITYPIN ISIIlHI AD AMD TAPER � 350 FEEL n I .- '�-- PAIX.oCN NIN CVII4UN 1lEY I I LwRSHLU MY THE OTY CENTERED ON 3 YELM NNw IIGMI N111 SILLNa DUTTpJ 1I1uM PUN N ' I j � 1G STOP 1MN SIMM1EIt Will a J �_ 1-2 "Q I7 -P2 In slo' law - IA.wLSx 1. 17 -p9 T: STEP TAW lift iIi CMN.A 11:W .1�H AIWIINJNAt P,I DNMA IId� -DECK -SEE SPCC(N:AilOHS _BaO, HURT. I Y I IEHNG - TNPLEA NIZIL._ PRNCI SrZE Mn.T VhPT D- .PLPDIY,. QI MAXUI RLUIRN ILL YPICA F';JMP cUN iRi)I ?A.NFI Aw'ROK1L GAG. NO •tIN -. M IYDRK:. DPe'f.T(M DATE - -DEi- OW{L... I CAD. - DATE JY JEO I TIP •, JN'DLNL h�. LID ORfNfo 'N lPl4 - \ C^ N, YA A. 1" "df !r9R :.MN NAU. VPIV I' SCHEJ 4C V QIS�TPdIT PV4 54ID 5.. LLE AG v'.T PT a.nP_E \ MAC MUOLL JUTE t.+' La'A. � +NLlwNE SEIMN NAIVE ' N4 L_ PNCE IN A M1IIN -INPIn M' ARL P. 'JXIDN Jowls SMALL K sa VENi WELDED [I IT r0 EIELG LU:AIE -iNNSN GTMDE SHALL K W1N•M 1 "t 1 4/700] * $••a. SLw%-r SRc" A)1" eunt.. N. RIOle QI PV,. RISiP N 14 DACa TOILING TWC I/� I'YC 11'VA WVUH HALL f1 U4 I W R UP. 7 12 TYPICAL SEWEfl AUfOMA'I; AIR RELEASE VA! v- fWLK HORNS DIRECTOR DATE Ji .kC >�. ..I 4/7001 REVISIONS PER TYIURSTON COUNTY ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS P. ✓1 ICJ �..� Y V� � I i p3J TAI II<Re9 U p� ETyf E_y 1 i isa rt �K ux LEA� DILL FINISHED GRAM ALARM NIGH 1YEl IPC DNfUff ;4s DRAW:TNU d m ofr; - °• � Y n o j (A.,' 11RAWVOTm ON m GF1) LOW LEKi ALARM date IIRC %JF C i -A �, <,T, pEp1NCANl OFF r 10.11 �i 2'W u�I e• wn eE1M4RD • FLOAT SETTING VAI L1 DIMFNSION5 FORA 1 DL;PLEX Pl1M_f_' v'AU''_- IN,O HORNS ONCIDR � OAIE 1 ` OFS. I -INw fxU. 714fi J7 I JLG T(' I 4i21JU7 Dare: —__ -- expires 2 years from acceptance 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H 98503 (360) 191 -7130 Fox (360) 192 -7231 JOB N0: 406041.20 TABLE FOR FEEDER WIRE RUN WIHL JTE PnRIYJM UISiANL! PT AVf. rOPPFR Ito fill PU AM3 ITYPIN ISIIlHI AD AMD TAPER � 350 FEEL n I .- '�-- PAIX.oCN NIN CVII4UN 1lEY I I LwRSHLU MY THE OTY CENTERED ON 3 YELM NNw IIGMI N111 SILLNa DUTTpJ 1I1uM PUN N ' I j � 1G STOP 1MN SIMM1EIt Will a J �_ 1-2 "Q I7 -P2 In slo' law - IA.wLSx 1. 17 -p9 T: STEP TAW lift iIi CMN.A 11:W .1�H AIWIINJNAt P,I DNMA IId� -DECK -SEE SPCC(N:AilOHS _BaO, HURT. I Y I IEHNG - TNPLEA NIZIL._ PRNCI SrZE Mn.T VhPT D- .PLPDIY,. QI MAXUI RLUIRN ILL YPICA F';JMP cUN iRi)I ?A.NFI Aw'ROK1L GAG. NO •tIN -. M IYDRK:. DPe'f.T(M DATE - -DEi- OW{L... I CAD. - DATE JY JEO I TIP •, JN'DLNL h�. LID ORfNfo 'N lPl4 - \ C^ N, YA A. 1" "df !r9R :.MN NAU. VPIV I' SCHEJ 4C V QIS�TPdIT PV4 54ID 5.. LLE AG v'.T PT a.nP_E \ MAC MUOLL JUTE t.+' La'A. � +NLlwNE SEIMN NAIVE ' N4 L_ PNCE IN A M1IIN -INPIn M' ARL P. 'JXIDN Jowls SMALL K sa VENi WELDED [I IT r0 EIELG LU:AIE -iNNSN GTMDE SHALL K W1N•M 1 "t 1 4/700] * $••a. SLw%-r SRc" A)1" eunt.. N. RIOle QI PV,. RISiP N 14 DACa TOILING TWC I/� I'YC 11'VA WVUH HALL f1 U4 I W R UP. 7 12 TYPICAL SEWEfl AUfOMA'I; AIR RELEASE VA! v- fWLK HORNS DIRECTOR DATE Ji .kC >�. ..I 4/7001 REVISIONS PER TYIURSTON COUNTY ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS P. ✓1 ICJ �..� Y V� � I i p3J TAI II<Re9 U p� ETyf E_y 1 i isa rt �K ux LEA� DILL FINISHED GRAM ALARM NIGH 1YEl IPC DNfUff ;4s DRAW:TNU d m ofr; - °• � Y n o j (A.,' 11RAWVOTm ON m GF1) LOW LEKi ALARM date IIRC %JF C i -A �, <,T, pEp1NCANl OFF r 10.11 �i 2'W u�I e• wn eE1M4RD • FLOAT SETTING VAI L1 DIMFNSION5 FORA 1 DL;PLEX Pl1M_f_' v'AU''_- IN,O HORNS ONCIDR � OAIE 1 ` OFS. I -INw fxU. 714fi J7 I JLG T(' I 4i21JU7 Dare: —__ -- expires 2 years from acceptance 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H n I .- '�-- PAIX.oCN NIN CVII4UN 1lEY I I LwRSHLU MY THE OTY CENTERED ON 3 YELM NNw IIGMI N111 SILLNa DUTTpJ 1I1uM PUN N ' I j � 1G STOP 1MN SIMM1EIt Will a J �_ 1-2 "Q I7 -P2 In slo' law - IA.wLSx 1. 17 -p9 T: STEP TAW lift iIi CMN.A 11:W .1�H AIWIINJNAt P,I DNMA IId� -DECK -SEE SPCC(N:AilOHS _BaO, HURT. I Y I IEHNG - TNPLEA NIZIL._ PRNCI SrZE Mn.T VhPT D- .PLPDIY,. QI MAXUI RLUIRN ILL YPICA F';JMP cUN iRi)I ?A.NFI Aw'ROK1L GAG. NO •tIN -. M IYDRK:. DPe'f.T(M DATE - -DEi- OW{L... I CAD. - DATE JY JEO I TIP •, JN'DLNL h�. LID ORfNfo 'N lPl4 - \ C^ N, YA A. 1" "df !r9R :.MN NAU. VPIV I' SCHEJ 4C V QIS�TPdIT PV4 54ID 5.. LLE AG v'.T PT a.nP_E \ MAC MUOLL JUTE t.+' La'A. � +NLlwNE SEIMN NAIVE ' N4 L_ PNCE IN A M1IIN -INPIn M' ARL P. 'JXIDN Jowls SMALL K sa VENi WELDED [I IT r0 EIELG LU:AIE -iNNSN GTMDE SHALL K W1N•M 1 "t 1 4/700] * $••a. SLw%-r SRc" A)1" eunt.. N. RIOle QI PV,. RISiP N 14 DACa TOILING TWC I/� I'YC 11'VA WVUH HALL f1 U4 I W R UP. 7 12 TYPICAL SEWEfl AUfOMA'I; AIR RELEASE VA! v- fWLK HORNS DIRECTOR DATE Ji .kC >�. ..I 4/7001 REVISIONS PER TYIURSTON COUNTY ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS P. ✓1 ICJ �..� Y V� � I i p3J TAI II<Re9 U p� ETyf E_y 1 i isa rt �K ux LEA� DILL FINISHED GRAM ALARM NIGH 1YEl IPC DNfUff ;4s DRAW:TNU d m ofr; - °• � Y n o j (A.,' 11RAWVOTm ON m GF1) LOW LEKi ALARM date IIRC %JF C i -A �, <,T, pEp1NCANl OFF r 10.11 �i 2'W u�I e• wn eE1M4RD • FLOAT SETTING VAI L1 DIMFNSION5 FORA 1 DL;PLEX Pl1M_f_' v'AU''_- IN,O HORNS ONCIDR � OAIE 1 ` OFS. I -INw fxU. 714fi J7 I JLG T(' I 4i21JU7 Dare: —__ -- expires 2 years from acceptance 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H NIZIL._ PRNCI SrZE Mn.T VhPT D- .PLPDIY,. QI MAXUI RLUIRN ILL YPICA F';JMP cUN iRi)I ?A.NFI Aw'ROK1L GAG. NO •tIN -. M IYDRK:. DPe'f.T(M DATE - -DEi- OW{L... I CAD. - DATE JY JEO I TIP •, JN'DLNL h�. LID ORfNfo 'N lPl4 - \ C^ N, YA A. 1" "df !r9R :.MN NAU. VPIV I' SCHEJ 4C V QIS�TPdIT PV4 54ID 5.. LLE AG v'.T PT a.nP_E \ MAC MUOLL JUTE t.+' La'A. � +NLlwNE SEIMN NAIVE ' N4 L_ PNCE IN A M1IIN -INPIn M' ARL P. 'JXIDN Jowls SMALL K sa VENi WELDED [I IT r0 EIELG LU:AIE -iNNSN GTMDE SHALL K W1N•M 1 "t 1 4/700] * $••a. SLw%-r SRc" A)1" eunt.. N. RIOle QI PV,. RISiP N 14 DACa TOILING TWC I/� I'YC 11'VA WVUH HALL f1 U4 I W R UP. 7 12 TYPICAL SEWEfl AUfOMA'I; AIR RELEASE VA! v- fWLK HORNS DIRECTOR DATE Ji .kC >�. ..I 4/7001 REVISIONS PER TYIURSTON COUNTY ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS P. ✓1 ICJ �..� Y V� � I i p3J TAI II<Re9 U p� ETyf E_y 1 i isa rt �K ux LEA� DILL FINISHED GRAM ALARM NIGH 1YEl IPC DNfUff ;4s DRAW:TNU d m ofr; - °• � Y n o j (A.,' 11RAWVOTm ON m GF1) LOW LEKi ALARM date IIRC %JF C i -A �, <,T, pEp1NCANl OFF r 10.11 �i 2'W u�I e• wn eE1M4RD • FLOAT SETTING VAI L1 DIMFNSION5 FORA 1 DL;PLEX Pl1M_f_' v'AU''_- IN,O HORNS ONCIDR � OAIE 1 ` OFS. I -INw fxU. 714fi J7 I JLG T(' I 4i21JU7 Dare: —__ -- expires 2 years from acceptance 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H YA A. 1" "df !r9R :.MN NAU. VPIV I' SCHEJ 4C V QIS�TPdIT PV4 54ID 5.. LLE AG v'.T PT a.nP_E \ MAC MUOLL JUTE t.+' La'A. � +NLlwNE SEIMN NAIVE ' N4 L_ PNCE IN A M1IIN -INPIn M' ARL P. 'JXIDN Jowls SMALL K sa VENi WELDED [I IT r0 EIELG LU:AIE -iNNSN GTMDE SHALL K W1N•M 1 "t 1 4/700] * $••a. SLw%-r SRc" A)1" eunt.. N. RIOle QI PV,. RISiP N 14 DACa TOILING TWC I/� I'YC 11'VA WVUH HALL f1 U4 I W R UP. 7 12 TYPICAL SEWEfl AUfOMA'I; AIR RELEASE VA! v- fWLK HORNS DIRECTOR DATE Ji .kC >�. ..I 4/7001 REVISIONS PER TYIURSTON COUNTY ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS P. ✓1 ICJ �..� Y V� � I i p3J TAI II<Re9 U p� ETyf E_y 1 i isa rt �K ux LEA� DILL FINISHED GRAM ALARM NIGH 1YEl IPC DNfUff ;4s DRAW:TNU d m ofr; - °• � Y n o j (A.,' 11RAWVOTm ON m GF1) LOW LEKi ALARM date IIRC %JF C i -A �, <,T, pEp1NCANl OFF r 10.11 �i 2'W u�I e• wn eE1M4RD • FLOAT SETTING VAI L1 DIMFNSION5 FORA 1 DL;PLEX Pl1M_f_' v'AU''_- IN,O HORNS ONCIDR � OAIE 1 ` OFS. I -INw fxU. 714fi J7 I JLG T(' I 4i21JU7 Dare: —__ -- expires 2 years from acceptance 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H date IIRC %JF C i -A �, <,T, pEp1NCANl OFF r 10.11 �i 2'W u�I e• wn eE1M4RD • FLOAT SETTING VAI L1 DIMFNSION5 FORA 1 DL;PLEX Pl1M_f_' v'AU''_- IN,O HORNS ONCIDR � OAIE 1 ` OFS. I -INw fxU. 714fi J7 I JLG T(' I 4i21JU7 Dare: —__ -- expires 2 years from acceptance 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H 1 0 YELM LDS CHURCH IMPROVEMENTS PROJECT TYtURSTON COUNTY, WA. 2007104764 UTILITY DETAIL SHEET MERIDIAN; WASIiINGTON STATE PLANE COORDINATE SYSTEM VORTICAL DATUM NAD 93191, ,5011Tt1 NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H n; I PF P I 08/29/07 _ 2 03/14/05 T _ 3 04/05/09 - 4 - 04! ?2/09 -_ NO DATE BY CKD APPR REV15ION5 PER. THUR5TON COUNTY COMMENTS REV15ION5 PER THUR5TON COUNTY COMMENTS REV15ION5 PER THUR5TON COUNTY COMMENT5 REV15ION5 PER CITY Of YELM COMMENT5 REVISION SEC. 30, T1 7N, R2E, W.M. THURSTON COUNTY, WASHINGTON F10FRO.ASS U' WIN SIAINLL6b STEEL RD -FS AND NFOOR_NE OA512T1 6' MN (Tv') - 1.11%1 ALA Les MIEN g14DE I _W $ORE TO tatwt -"r 14 GAUGE COPPER �' ew IRSEK wtAet TOWING WRF. 2' -O" of SYS' TAE INTO RISER H __- NC.. OR EOU (FOR Ug IBTN MN-fRAAK BEARING TANKS) NO (E: RSER AND DID 964U. BE 311' ON ALL SIPLEK PLAIP VALLI NSTALLAMINS. FIBER AND OR SIMLL BE 30' ON ALL DMIN I AND TRIFLER PUMP VAULT NSTALLATIONS. Ohio) DEPT, OF. PUBLIC WORKS TYPICAL RISE R APPROVED a7 NO .�- PUBEC WORKS DIRECTOR DATE - - 4TP l P(Z�[FEF-KC0 AP1ELlCH110lJ F012 3 SEV cFZ UCH LIVE TAP THRUST BLOCK (TYP) "- yl. -�-lr SgNO r5 eoo3A1 (� KPING VALVE t NJ STAINLESS TAPPING ' VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SHOWN BELOW - RIGHT. UP VAWE NJ TEE — Lp "n3FTSll ,' v. 13E U01.t14•', SOLID BRICK SUPPORT o0. emlAgt. CONCRETE THRUST BLOCK NOTES: I. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFiLL ARE POURED'. CITY OF YELM, WASHINGTON 2_ DEPT, OF PUBLIC WORKS CONNECTION O / ( ,I q TO 3. MJ CUT IN TEES SHALL NOT BE EXISTING MAIN PERMITTED. APPROVED DWG. N0. 4. SUPPORT VALVE AND SLEEVE WORKS DITOR DATE 6 -1 O CONTINUOUSLY THROUGH INSTALLATION. PUBLIC DES. OWN. CKD. DATE ES JEG JEG 5/2005 NLA NMW - - - - -- CtIrCRfD BY APPROVED BY � MRy Consulting Engineers DAT-r 4200 6th Avenue SE. Suite 309 — 5 -13 -09 Lacey, Washington 96503 (360) 292 -7230 Fax (360) 292 -7231 JOB N0: 406041 .20 AD ' U. I J lI'a. �9 II S JA T O zz'v 0 J h WE u i uoi , \ y =s N A I lu z '• -•a I .\ n � ° N ell 9 r pc \ j \ I s SIZE A 6 2" 1 17 114- 15" i Wl METER BOX APPROVED MILER BO% LID - IT30 17 READER SA BOX - BCI 1]30 % 12 BASE OR APPROVED FOUAL 1 1/2 " -2" POLYETHYLENE UN' A �- " 11/2 " -2" MALE DAPTER 2" RESILENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VAO SERVILE SADDLE 3I ROMAC 2025 OR 2% SLOPE TO BOX a0" TO CENTER OF BOX CURB ° CHECK ti 14 CAUSE A - INSULATED ' e o °_ COPPER v TONING WRAPPED 1 1/2" - 811 -666 1- AROUND THE 2° - 811 -77) PIPE (SEE 1 I/2" - C6 - 6� GENE(SE 2" - C865 - ]) NOTES N0. E'FGRO PACK JOINT 7) CORPORATIO STO TYPE-KB CrPLASTIC LINE (`USE 200 v'- PSI PHILLIPS DRISCO PIPE 6100 POLYETHYLENE PIPE) FORD BALL VALVE -- WITH PACK JOINT k FEMALE I.P. THREADS ` SERVICE SADDLE 1. STAINLESS STEEL IN5ER7S REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUGGER CASKET AND I.P. THREATS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VON 76 -15BIS OR EQUAL 2" - FORD VBH ]] -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE Y' TAPS WITH BRASS 2'• NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 3i bBli ii 12' BY -PASS VALVE W /LOCKABLE CAP 1 1/2 " -2" MALE NIPPLE 1 1/2" TO 2" METER SERVICE 'RO DwG. NO �� 4 ILIC WORKS DIRECTOR DATE 6'3 OWN. CKD. DATE ES I JEG I TP 1 4/2007 VALVE BOA, RICO NO 910 OR EQUAL W, COVER laARI TO RI 'SfYEF CONCRETE SLAB V x 2'..n CENTERED CN YAIVE / 1- 04'C PAGH WAY SDP ti I'VE PIPE 40,761 D -3034 (WrITE)� '— OVC SEWER MAN CO NOT COVED e IJ31LT5 W/ CONCRETE - VGA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 1NF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNI ACt IN VALYL DUA —URU. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOh- \ \- GONCRPTF cIWPQNT EkOE%, `OR /ALK5 - ARC 111 EN tiOTL 11- 11- 10601116 , 11111 N-w Wi _DERI. O� FUHLb= _WGRRS I YPIC/' \t_ SEWN _ ? MAIN Nf- CATE ''.'ALVE rSRYKN... _ UVRi. NU. IBbf WOPkS %RFCTOR - lie;: I / - 21 — J'r � JbJ IP 4/200; Top view operating Out I 1— Limits of payment p Paint Hydra of Weather shield fI �: Sun Yellow High and Hydrant Lock Grade Enamel Bonnet R 13312 2 Hose c nnection with h i hreads o I HYDRANT OFFSET x--41 /2" Steamer connection - With MST Ihreads See valve box and R 5" 51orz Sism det0il- 4� fa/DO 16 ° -24 "Style S -37 w /SC cap 6 -11 �o Ground To suit Standpipe tr - -I ench 6" Flanged fire depth 3' Minimum hydrant Vas Each PIoa Joint 6" #1106 EBAA Iron, 6" Inc. L lug Class 52 ductile iron Pipe cut t0 length 6" gate valve, FL R MJ Sea note below Varies — 4"x8".16" concrete block Hydrant shoe L Backfill to top of dram ring housing plastic bawler between bolts with 2" washed rock as shown thrust block and tea 6' x 6' sheet of 11 mil. plastic or con- struction fabric, covering 2" washed rock No es Concrete thrust block 1. Hydrants shall be located In castg o place against accordance With Section three titling only radius Uon, t minimum three fool be pn unobstructed working area shall be ,.Dte ea II be ml hydrants. CITY OF YELM, WASHINGTON z. Hydrants shall be Dresser M l H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2760 or Mueller Gentarlan FIRE HYDRANT wedge 3. Gate valves shall be resV.Ne end. NRS with O-ring seals. Valve ands shall be Mechanical .,farm by ANSI nges. Valves shall rm to AWWA Kennedy, APP DWG. No Valves shall be 6tuallar Series Kennedy, c Clow R/W Or Waferous Series 500. PUBLIC WORKS DIRECTOR DATE 6 - / 4. Fire Hydrant look payment is required DES. OWN. CND. DATE city will order and install. ES JEG TP 4/2007 ACCEP fFD AS NOTED THURSION YELM LDS CHURCH IMPROVEMENTS PROJECT COUN rY PUBLIC WORKS THUR5TON COUNTY, WA. DATE: __ - - -- UTILITY DETAIL SHEET expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C4.4 12 Or I NATIVE OR III 113FEL AS DWYED BY 4, • • , ,,,• :: • X:. ownR if i i^P f U M B�° ° le i 5± .w 5 REDONG E4SNALLL FBR ItltlO PIPE 91A11 BE suo untc I N� TANfS AS PER c c-P W 414OiV(R R 61011( SRBIQMT. —CITY OF YELM DEPT. OF PUBLIC WORKS CONCRETE TANK BEDDING APPRO1f0 OW) NO RVRIC WORls ""T" DATE _ _ JY AEG TP 4/2007 03/14/05 T _ 3 04/05/09 - 4 - 04! ?2/09 -_ NO DATE BY CKD APPR REV15ION5 PER. THUR5TON COUNTY COMMENTS REV15ION5 PER THUR5TON COUNTY COMMENTS REV15ION5 PER THUR5TON COUNTY COMMENT5 REV15ION5 PER CITY Of YELM COMMENT5 REVISION SEC. 30, T1 7N, R2E, W.M. THURSTON COUNTY, WASHINGTON F10FRO.ASS U' WIN SIAINLL6b STEEL RD -FS AND NFOOR_NE OA512T1 6' MN (Tv') - 1.11%1 ALA Les MIEN g14DE I _W $ORE TO tatwt -"r 14 GAUGE COPPER �' ew IRSEK wtAet TOWING WRF. 2' -O" of SYS' TAE INTO RISER H __- NC.. OR EOU (FOR Ug IBTN MN-fRAAK BEARING TANKS) NO (E: RSER AND DID 964U. BE 311' ON ALL SIPLEK PLAIP VALLI NSTALLAMINS. FIBER AND OR SIMLL BE 30' ON ALL DMIN I AND TRIFLER PUMP VAULT NSTALLATIONS. Ohio) DEPT, OF. PUBLIC WORKS TYPICAL RISE R APPROVED a7 NO .�- PUBEC WORKS DIRECTOR DATE - - 4TP l P(Z�[FEF-KC0 AP1ELlCH110lJ F012 3 SEV cFZ UCH LIVE TAP THRUST BLOCK (TYP) "- yl. -�-lr SgNO r5 eoo3A1 (� KPING VALVE t NJ STAINLESS TAPPING ' VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SHOWN BELOW - RIGHT. UP VAWE NJ TEE — Lp "n3FTSll ,' v. 13E U01.t14•', SOLID BRICK SUPPORT o0. emlAgt. CONCRETE THRUST BLOCK NOTES: I. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFiLL ARE POURED'. CITY OF YELM, WASHINGTON 2_ DEPT, OF PUBLIC WORKS CONNECTION O / ( ,I q TO 3. MJ CUT IN TEES SHALL NOT BE EXISTING MAIN PERMITTED. APPROVED DWG. N0. 4. SUPPORT VALVE AND SLEEVE WORKS DITOR DATE 6 -1 O CONTINUOUSLY THROUGH INSTALLATION. PUBLIC DES. OWN. CKD. DATE ES JEG JEG 5/2005 NLA NMW - - - - -- CtIrCRfD BY APPROVED BY � MRy Consulting Engineers DAT-r 4200 6th Avenue SE. Suite 309 — 5 -13 -09 Lacey, Washington 96503 (360) 292 -7230 Fax (360) 292 -7231 JOB N0: 406041 .20 AD ' U. I J lI'a. �9 II S JA T O zz'v 0 J h WE u i uoi , \ y =s N A I lu z '• -•a I .\ n � ° N ell 9 r pc \ j \ I s SIZE A 6 2" 1 17 114- 15" i Wl METER BOX APPROVED MILER BO% LID - IT30 17 READER SA BOX - BCI 1]30 % 12 BASE OR APPROVED FOUAL 1 1/2 " -2" POLYETHYLENE UN' A �- " 11/2 " -2" MALE DAPTER 2" RESILENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VAO SERVILE SADDLE 3I ROMAC 2025 OR 2% SLOPE TO BOX a0" TO CENTER OF BOX CURB ° CHECK ti 14 CAUSE A - INSULATED ' e o °_ COPPER v TONING WRAPPED 1 1/2" - 811 -666 1- AROUND THE 2° - 811 -77) PIPE (SEE 1 I/2" - C6 - 6� GENE(SE 2" - C865 - ]) NOTES N0. E'FGRO PACK JOINT 7) CORPORATIO STO TYPE-KB CrPLASTIC LINE (`USE 200 v'- PSI PHILLIPS DRISCO PIPE 6100 POLYETHYLENE PIPE) FORD BALL VALVE -- WITH PACK JOINT k FEMALE I.P. THREADS ` SERVICE SADDLE 1. STAINLESS STEEL IN5ER7S REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUGGER CASKET AND I.P. THREATS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VON 76 -15BIS OR EQUAL 2" - FORD VBH ]] -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE Y' TAPS WITH BRASS 2'• NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 3i bBli ii 12' BY -PASS VALVE W /LOCKABLE CAP 1 1/2 " -2" MALE NIPPLE 1 1/2" TO 2" METER SERVICE 'RO DwG. NO �� 4 ILIC WORKS DIRECTOR DATE 6'3 OWN. CKD. DATE ES I JEG I TP 1 4/2007 VALVE BOA, RICO NO 910 OR EQUAL W, COVER laARI TO RI 'SfYEF CONCRETE SLAB V x 2'..n CENTERED CN YAIVE / 1- 04'C PAGH WAY SDP ti I'VE PIPE 40,761 D -3034 (WrITE)� '— OVC SEWER MAN CO NOT COVED e IJ31LT5 W/ CONCRETE - VGA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 1NF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNI ACt IN VALYL DUA —URU. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOh- \ \- GONCRPTF cIWPQNT EkOE%, `OR /ALK5 - ARC 111 EN tiOTL 11- 11- 10601116 , 11111 N-w Wi _DERI. O� FUHLb= _WGRRS I YPIC/' \t_ SEWN _ ? MAIN Nf- CATE ''.'ALVE rSRYKN... _ UVRi. NU. IBbf WOPkS %RFCTOR - lie;: I / - 21 — J'r � JbJ IP 4/200; Top view operating Out I 1— Limits of payment p Paint Hydra of Weather shield fI �: Sun Yellow High and Hydrant Lock Grade Enamel Bonnet R 13312 2 Hose c nnection with h i hreads o I HYDRANT OFFSET x--41 /2" Steamer connection - With MST Ihreads See valve box and R 5" 51orz Sism det0il- 4� fa/DO 16 ° -24 "Style S -37 w /SC cap 6 -11 �o Ground To suit Standpipe tr - -I ench 6" Flanged fire depth 3' Minimum hydrant Vas Each PIoa Joint 6" #1106 EBAA Iron, 6" Inc. L lug Class 52 ductile iron Pipe cut t0 length 6" gate valve, FL R MJ Sea note below Varies — 4"x8".16" concrete block Hydrant shoe L Backfill to top of dram ring housing plastic bawler between bolts with 2" washed rock as shown thrust block and tea 6' x 6' sheet of 11 mil. plastic or con- struction fabric, covering 2" washed rock No es Concrete thrust block 1. Hydrants shall be located In castg o place against accordance With Section three titling only radius Uon, t minimum three fool be pn unobstructed working area shall be ,.Dte ea II be ml hydrants. CITY OF YELM, WASHINGTON z. Hydrants shall be Dresser M l H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2760 or Mueller Gentarlan FIRE HYDRANT wedge 3. Gate valves shall be resV.Ne end. NRS with O-ring seals. Valve ands shall be Mechanical .,farm by ANSI nges. Valves shall rm to AWWA Kennedy, APP DWG. No Valves shall be 6tuallar Series Kennedy, c Clow R/W Or Waferous Series 500. PUBLIC WORKS DIRECTOR DATE 6 - / 4. Fire Hydrant look payment is required DES. OWN. CND. DATE city will order and install. ES JEG TP 4/2007 ACCEP fFD AS NOTED THURSION YELM LDS CHURCH IMPROVEMENTS PROJECT COUN rY PUBLIC WORKS THUR5TON COUNTY, WA. DATE: __ - - -- UTILITY DETAIL SHEET expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C4.4 12 Or I P(Z�[FEF-KC0 AP1ELlCH110lJ F012 3 SEV cFZ UCH LIVE TAP THRUST BLOCK (TYP) "- yl. -�-lr SgNO r5 eoo3A1 (� KPING VALVE t NJ STAINLESS TAPPING ' VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SHOWN BELOW - RIGHT. UP VAWE NJ TEE — Lp "n3FTSll ,' v. 13E U01.t14•', SOLID BRICK SUPPORT o0. emlAgt. CONCRETE THRUST BLOCK NOTES: I. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFiLL ARE POURED'. CITY OF YELM, WASHINGTON 2_ DEPT, OF PUBLIC WORKS CONNECTION O / ( ,I q TO 3. MJ CUT IN TEES SHALL NOT BE EXISTING MAIN PERMITTED. APPROVED DWG. N0. 4. SUPPORT VALVE AND SLEEVE WORKS DITOR DATE 6 -1 O CONTINUOUSLY THROUGH INSTALLATION. PUBLIC DES. OWN. CKD. DATE ES JEG JEG 5/2005 NLA NMW - - - - -- CtIrCRfD BY APPROVED BY � MRy Consulting Engineers DAT-r 4200 6th Avenue SE. Suite 309 — 5 -13 -09 Lacey, Washington 96503 (360) 292 -7230 Fax (360) 292 -7231 JOB N0: 406041 .20 AD ' U. I J lI'a. �9 II S JA T O zz'v 0 J h WE u i uoi , \ y =s N A I lu z '• -•a I .\ n � ° N ell 9 r pc \ j \ I s SIZE A 6 2" 1 17 114- 15" i Wl METER BOX APPROVED MILER BO% LID - IT30 17 READER SA BOX - BCI 1]30 % 12 BASE OR APPROVED FOUAL 1 1/2 " -2" POLYETHYLENE UN' A �- " 11/2 " -2" MALE DAPTER 2" RESILENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VAO SERVILE SADDLE 3I ROMAC 2025 OR 2% SLOPE TO BOX a0" TO CENTER OF BOX CURB ° CHECK ti 14 CAUSE A - INSULATED ' e o °_ COPPER v TONING WRAPPED 1 1/2" - 811 -666 1- AROUND THE 2° - 811 -77) PIPE (SEE 1 I/2" - C6 - 6� GENE(SE 2" - C865 - ]) NOTES N0. E'FGRO PACK JOINT 7) CORPORATIO STO TYPE-KB CrPLASTIC LINE (`USE 200 v'- PSI PHILLIPS DRISCO PIPE 6100 POLYETHYLENE PIPE) FORD BALL VALVE -- WITH PACK JOINT k FEMALE I.P. THREADS ` SERVICE SADDLE 1. STAINLESS STEEL IN5ER7S REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUGGER CASKET AND I.P. THREATS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VON 76 -15BIS OR EQUAL 2" - FORD VBH ]] -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE Y' TAPS WITH BRASS 2'• NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 3i bBli ii 12' BY -PASS VALVE W /LOCKABLE CAP 1 1/2 " -2" MALE NIPPLE 1 1/2" TO 2" METER SERVICE 'RO DwG. NO �� 4 ILIC WORKS DIRECTOR DATE 6'3 OWN. CKD. DATE ES I JEG I TP 1 4/2007 VALVE BOA, RICO NO 910 OR EQUAL W, COVER laARI TO RI 'SfYEF CONCRETE SLAB V x 2'..n CENTERED CN YAIVE / 1- 04'C PAGH WAY SDP ti I'VE PIPE 40,761 D -3034 (WrITE)� '— OVC SEWER MAN CO NOT COVED e IJ31LT5 W/ CONCRETE - VGA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 1NF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNI ACt IN VALYL DUA —URU. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOh- \ \- GONCRPTF cIWPQNT EkOE%, `OR /ALK5 - ARC 111 EN tiOTL 11- 11- 10601116 , 11111 N-w Wi _DERI. O� FUHLb= _WGRRS I YPIC/' \t_ SEWN _ ? MAIN Nf- CATE ''.'ALVE rSRYKN... _ UVRi. NU. IBbf WOPkS %RFCTOR - lie;: I / - 21 — J'r � JbJ IP 4/200; Top view operating Out I 1— Limits of payment p Paint Hydra of Weather shield fI �: Sun Yellow High and Hydrant Lock Grade Enamel Bonnet R 13312 2 Hose c nnection with h i hreads o I HYDRANT OFFSET x--41 /2" Steamer connection - With MST Ihreads See valve box and R 5" 51orz Sism det0il- 4� fa/DO 16 ° -24 "Style S -37 w /SC cap 6 -11 �o Ground To suit Standpipe tr - -I ench 6" Flanged fire depth 3' Minimum hydrant Vas Each PIoa Joint 6" #1106 EBAA Iron, 6" Inc. L lug Class 52 ductile iron Pipe cut t0 length 6" gate valve, FL R MJ Sea note below Varies — 4"x8".16" concrete block Hydrant shoe L Backfill to top of dram ring housing plastic bawler between bolts with 2" washed rock as shown thrust block and tea 6' x 6' sheet of 11 mil. plastic or con- struction fabric, covering 2" washed rock No es Concrete thrust block 1. Hydrants shall be located In castg o place against accordance With Section three titling only radius Uon, t minimum three fool be pn unobstructed working area shall be ,.Dte ea II be ml hydrants. CITY OF YELM, WASHINGTON z. Hydrants shall be Dresser M l H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2760 or Mueller Gentarlan FIRE HYDRANT wedge 3. Gate valves shall be resV.Ne end. NRS with O-ring seals. Valve ands shall be Mechanical .,farm by ANSI nges. Valves shall rm to AWWA Kennedy, APP DWG. No Valves shall be 6tuallar Series Kennedy, c Clow R/W Or Waferous Series 500. PUBLIC WORKS DIRECTOR DATE 6 - / 4. Fire Hydrant look payment is required DES. OWN. CND. DATE city will order and install. ES JEG TP 4/2007 ACCEP fFD AS NOTED THURSION YELM LDS CHURCH IMPROVEMENTS PROJECT COUN rY PUBLIC WORKS THUR5TON COUNTY, WA. DATE: __ - - -- UTILITY DETAIL SHEET expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C4.4 12 Or I \ j \ I s SIZE A 6 2" 1 17 114- 15" i Wl METER BOX APPROVED MILER BO% LID - IT30 17 READER SA BOX - BCI 1]30 % 12 BASE OR APPROVED FOUAL 1 1/2 " -2" POLYETHYLENE UN' A �- " 11/2 " -2" MALE DAPTER 2" RESILENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VAO SERVILE SADDLE 3I ROMAC 2025 OR 2% SLOPE TO BOX a0" TO CENTER OF BOX CURB ° CHECK ti 14 CAUSE A - INSULATED ' e o °_ COPPER v TONING WRAPPED 1 1/2" - 811 -666 1- AROUND THE 2° - 811 -77) PIPE (SEE 1 I/2" - C6 - 6� GENE(SE 2" - C865 - ]) NOTES N0. E'FGRO PACK JOINT 7) CORPORATIO STO TYPE-KB CrPLASTIC LINE (`USE 200 v'- PSI PHILLIPS DRISCO PIPE 6100 POLYETHYLENE PIPE) FORD BALL VALVE -- WITH PACK JOINT k FEMALE I.P. THREADS ` SERVICE SADDLE 1. STAINLESS STEEL IN5ER7S REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUGGER CASKET AND I.P. THREATS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VON 76 -15BIS OR EQUAL 2" - FORD VBH ]] -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE Y' TAPS WITH BRASS 2'• NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 3i bBli ii 12' BY -PASS VALVE W /LOCKABLE CAP 1 1/2 " -2" MALE NIPPLE 1 1/2" TO 2" METER SERVICE 'RO DwG. NO �� 4 ILIC WORKS DIRECTOR DATE 6'3 OWN. CKD. DATE ES I JEG I TP 1 4/2007 VALVE BOA, RICO NO 910 OR EQUAL W, COVER laARI TO RI 'SfYEF CONCRETE SLAB V x 2'..n CENTERED CN YAIVE / 1- 04'C PAGH WAY SDP ti I'VE PIPE 40,761 D -3034 (WrITE)� '— OVC SEWER MAN CO NOT COVED e IJ31LT5 W/ CONCRETE - VGA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 1NF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNI ACt IN VALYL DUA —URU. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOh- \ \- GONCRPTF cIWPQNT EkOE%, `OR /ALK5 - ARC 111 EN tiOTL 11- 11- 10601116 , 11111 N-w Wi _DERI. O� FUHLb= _WGRRS I YPIC/' \t_ SEWN _ ? MAIN Nf- CATE ''.'ALVE rSRYKN... _ UVRi. NU. IBbf WOPkS %RFCTOR - lie;: I / - 21 — J'r � JbJ IP 4/200; Top view operating Out I 1— Limits of payment p Paint Hydra of Weather shield fI �: Sun Yellow High and Hydrant Lock Grade Enamel Bonnet R 13312 2 Hose c nnection with h i hreads o I HYDRANT OFFSET x--41 /2" Steamer connection - With MST Ihreads See valve box and R 5" 51orz Sism det0il- 4� fa/DO 16 ° -24 "Style S -37 w /SC cap 6 -11 �o Ground To suit Standpipe tr - -I ench 6" Flanged fire depth 3' Minimum hydrant Vas Each PIoa Joint 6" #1106 EBAA Iron, 6" Inc. L lug Class 52 ductile iron Pipe cut t0 length 6" gate valve, FL R MJ Sea note below Varies — 4"x8".16" concrete block Hydrant shoe L Backfill to top of dram ring housing plastic bawler between bolts with 2" washed rock as shown thrust block and tea 6' x 6' sheet of 11 mil. plastic or con- struction fabric, covering 2" washed rock No es Concrete thrust block 1. Hydrants shall be located In castg o place against accordance With Section three titling only radius Uon, t minimum three fool be pn unobstructed working area shall be ,.Dte ea II be ml hydrants. CITY OF YELM, WASHINGTON z. Hydrants shall be Dresser M l H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2760 or Mueller Gentarlan FIRE HYDRANT wedge 3. Gate valves shall be resV.Ne end. NRS with O-ring seals. Valve ands shall be Mechanical .,farm by ANSI nges. Valves shall rm to AWWA Kennedy, APP DWG. No Valves shall be 6tuallar Series Kennedy, c Clow R/W Or Waferous Series 500. PUBLIC WORKS DIRECTOR DATE 6 - / 4. Fire Hydrant look payment is required DES. OWN. CND. DATE city will order and install. ES JEG TP 4/2007 ACCEP fFD AS NOTED THURSION YELM LDS CHURCH IMPROVEMENTS PROJECT COUN rY PUBLIC WORKS THUR5TON COUNTY, WA. DATE: __ - - -- UTILITY DETAIL SHEET expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C4.4 12 Or I SIZE A 6 2" 1 17 114- 15" i Wl METER BOX APPROVED MILER BO% LID - IT30 17 READER SA BOX - BCI 1]30 % 12 BASE OR APPROVED FOUAL 1 1/2 " -2" POLYETHYLENE UN' A �- " 11/2 " -2" MALE DAPTER 2" RESILENT BALL VALVE WEDGE (CURB STOP) GATE VALVE CHECK VAO SERVILE SADDLE 3I ROMAC 2025 OR 2% SLOPE TO BOX a0" TO CENTER OF BOX CURB ° CHECK ti 14 CAUSE A - INSULATED ' e o °_ COPPER v TONING WRAPPED 1 1/2" - 811 -666 1- AROUND THE 2° - 811 -77) PIPE (SEE 1 I/2" - C6 - 6� GENE(SE 2" - C865 - ]) NOTES N0. E'FGRO PACK JOINT 7) CORPORATIO STO TYPE-KB CrPLASTIC LINE (`USE 200 v'- PSI PHILLIPS DRISCO PIPE 6100 POLYETHYLENE PIPE) FORD BALL VALVE -- WITH PACK JOINT k FEMALE I.P. THREADS ` SERVICE SADDLE 1. STAINLESS STEEL IN5ER7S REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUGGER CASKET AND I.P. THREATS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VON 76 -15BIS OR EQUAL 2" - FORD VBH ]] -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE Y' TAPS WITH BRASS 2'• NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 3i bBli ii 12' BY -PASS VALVE W /LOCKABLE CAP 1 1/2 " -2" MALE NIPPLE 1 1/2" TO 2" METER SERVICE 'RO DwG. NO �� 4 ILIC WORKS DIRECTOR DATE 6'3 OWN. CKD. DATE ES I JEG I TP 1 4/2007 VALVE BOA, RICO NO 910 OR EQUAL W, COVER laARI TO RI 'SfYEF CONCRETE SLAB V x 2'..n CENTERED CN YAIVE / 1- 04'C PAGH WAY SDP ti I'VE PIPE 40,761 D -3034 (WrITE)� '— OVC SEWER MAN CO NOT COVED e IJ31LT5 W/ CONCRETE - VGA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 1NF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNI ACt IN VALYL DUA —URU. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOh- \ \- GONCRPTF cIWPQNT EkOE%, `OR /ALK5 - ARC 111 EN tiOTL 11- 11- 10601116 , 11111 N-w Wi _DERI. O� FUHLb= _WGRRS I YPIC/' \t_ SEWN _ ? MAIN Nf- CATE ''.'ALVE rSRYKN... _ UVRi. NU. IBbf WOPkS %RFCTOR - lie;: I / - 21 — J'r � JbJ IP 4/200; Top view operating Out I 1— Limits of payment p Paint Hydra of Weather shield fI �: Sun Yellow High and Hydrant Lock Grade Enamel Bonnet R 13312 2 Hose c nnection with h i hreads o I HYDRANT OFFSET x--41 /2" Steamer connection - With MST Ihreads See valve box and R 5" 51orz Sism det0il- 4� fa/DO 16 ° -24 "Style S -37 w /SC cap 6 -11 �o Ground To suit Standpipe tr - -I ench 6" Flanged fire depth 3' Minimum hydrant Vas Each PIoa Joint 6" #1106 EBAA Iron, 6" Inc. L lug Class 52 ductile iron Pipe cut t0 length 6" gate valve, FL R MJ Sea note below Varies — 4"x8".16" concrete block Hydrant shoe L Backfill to top of dram ring housing plastic bawler between bolts with 2" washed rock as shown thrust block and tea 6' x 6' sheet of 11 mil. plastic or con- struction fabric, covering 2" washed rock No es Concrete thrust block 1. Hydrants shall be located In castg o place against accordance With Section three titling only radius Uon, t minimum three fool be pn unobstructed working area shall be ,.Dte ea II be ml hydrants. CITY OF YELM, WASHINGTON z. Hydrants shall be Dresser M l H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2760 or Mueller Gentarlan FIRE HYDRANT wedge 3. Gate valves shall be resV.Ne end. NRS with O-ring seals. Valve ands shall be Mechanical .,farm by ANSI nges. Valves shall rm to AWWA Kennedy, APP DWG. No Valves shall be 6tuallar Series Kennedy, c Clow R/W Or Waferous Series 500. PUBLIC WORKS DIRECTOR DATE 6 - / 4. Fire Hydrant look payment is required DES. OWN. CND. DATE city will order and install. ES JEG TP 4/2007 ACCEP fFD AS NOTED THURSION YELM LDS CHURCH IMPROVEMENTS PROJECT COUN rY PUBLIC WORKS THUR5TON COUNTY, WA. DATE: __ - - -- UTILITY DETAIL SHEET expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C4.4 12 Or I To suit Standpipe tr - -I ench 6" Flanged fire depth 3' Minimum hydrant Vas Each PIoa Joint 6" #1106 EBAA Iron, 6" Inc. L lug Class 52 ductile iron Pipe cut t0 length 6" gate valve, FL R MJ Sea note below Varies — 4"x8".16" concrete block Hydrant shoe L Backfill to top of dram ring housing plastic bawler between bolts with 2" washed rock as shown thrust block and tea 6' x 6' sheet of 11 mil. plastic or con- struction fabric, covering 2" washed rock No es Concrete thrust block 1. Hydrants shall be located In castg o place against accordance With Section three titling only radius Uon, t minimum three fool be pn unobstructed working area shall be ,.Dte ea II be ml hydrants. CITY OF YELM, WASHINGTON z. Hydrants shall be Dresser M l H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2760 or Mueller Gentarlan FIRE HYDRANT wedge 3. Gate valves shall be resV.Ne end. NRS with O-ring seals. Valve ands shall be Mechanical .,farm by ANSI nges. Valves shall rm to AWWA Kennedy, APP DWG. No Valves shall be 6tuallar Series Kennedy, c Clow R/W Or Waferous Series 500. PUBLIC WORKS DIRECTOR DATE 6 - / 4. Fire Hydrant look payment is required DES. OWN. CND. DATE city will order and install. ES JEG TP 4/2007 ACCEP fFD AS NOTED THURSION YELM LDS CHURCH IMPROVEMENTS PROJECT COUN rY PUBLIC WORKS THUR5TON COUNTY, WA. DATE: __ - - -- UTILITY DETAIL SHEET expires 2 years from acceptance date PROJECT #: 2007104764 DRAWING C4.4 12 Or I i i PROP05ED ADDITION PROPOSED GRADE 18' PVC T I' RISER ACCE55 RI5ER (TYP.) 5TORAGE VOL. 1,032.50 GAL • I I 55' DETENTION VOL # 4' 2,581.50 GAL. 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 LID. WORKING VOL. = 21 1 .20 GAL. TOTAL VOLUME PROVIDED = 3,G 14 GAL. 2D STEP TANK DETAIL SCALE: N.T.S. EXISTING GROUND LINE OR SUBGRADE. HE 8" GRAVEL BASE MIN, COMPACTED DEPTH (UNLESS OTHERWISE DETERMINED) MEETING STD. SPEC. 9 -03,19 SEE NOTE 3 BELOW BEDDING MATERIAL MEETING STD. - 1 PLACED IN 4" LIFTS SPEC 9 lA E AND COMPACTED P ED TO 95% MAX. DENSITY - R FOR SEWER WATER AND GAS ONLY) MIN, I I MIN, 30' R)5ER SAW CUT OR APPROVED EQUAL CUT TO BE UNIFORM AND VERTICAL (SEAL JOINT W/ AR4000 AND SAND, TACK EDGE OF CUT PRIOR TO PLACING NEW ASPHALT) EXISTING SURFACING. (TYP.) S> S \ •"'�� 3" MIN. COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CUSS B OR MATCH EXIST. IF > 3" (2" MAX. LIFT) • �- 6" MIN. j. •. 9P2' CRUSHED SURFACING TOP _ COURSE MIN. COMPACTED DEPTH -/ MEETING STD. SPEC. 9- 03.9(3) MIN. (EQ D VARIABLE '3F THE SHALL BE BOTTOM FROM THE TOP OF BOTTO THE UTILITY TO M Of ASPHALT. TRENCH DETAIL TRENCH RESTORATION NOTES: NO SCALE 1. ALL REFERENCES TO STD. SPECS. SHALL BE IN ACCORDANCE W/ W.S. D.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 1994 EDITION. 2 ALL ROADWAY CROSSINGS SHALL BE PUSHED UNLESS DETERMINED BY THE COUNTY ENGINEER THAT PUSHING CANNOT BE ACHIEVED. 3. RESTORATION SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING: A. CONTROLLED DENSITY BACKFILL, CDF, WILL BE REQUIRED AS A BACKFILL MATERIAL; OR B. SELECT BACKFILL MEETING THE REQUIREMENTS OF THE STD. SPEC. 9- 03.12(1)B COMPACTED TO 95% DENSITY AND PLACED IN A MAXIMUM 12" LIFTS. WRITTEN VERIFICATION OF COMP ACTION, BASED UPON ACCEPTABLE TESTING METHODS, AND PLACEMENT OF THE BACKFILL WILL BE REQUIRED; OR C. NATIVE MATERIAL MAY BE USED AS BACKFILL MATERIAL WHEN STANDARD ACCEPTABLE TESTS SHOW THE MATERIAL MEETS THE REQUIREMENTS AS SPECIFIED ABOVE T ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHALL BE NO WIDER THAN TRENCH PATCH WIDTH. 5, ALL LONGITUDINAL CUTS WITHIN THE PAVEMENI SHALL REQUIRE A FULL LANE OVERLAY AND MAY REQUIRE GRINDING AT THE COUNTY INSPECTOR'S DISCRETION. ALARM HIGH LEVEL LAG ON LAG OFF LEAD ON LEAD OFF ALARM LOW LEVEL UTLITY TRENCH DETAIL Lii7, cUIm: SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON %3' x 3' x 4" CLASS 3000 I CONCRETE PAD 3 OUTSIDE PAVED AREA TRACER WIRE C SEAL WITH AR4000W AC P LLtJ:O -..•I C ST C -1 BALLAST-/ 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 2 "- �'I RECESSED HANDLE TYPE COVER - '7INLAND FOUNDRY #248 10" m 6 3 BOX WITH 8 3/ <" / "WATER" CAST IN LID 4 / VALVE 1 , / OR OFCO 910 SECTION / z V W W ? 0 ¢ v r s a z a � NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND jl 10 GR 18" +--8 SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. STEM RISER ED WHEN MAX, TRENCH BOTTOM amov- GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX DWG. NO.•I 'KS DIRECTOR OAIE 6 -� I OWN- CKD. Es JEC m THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE VALVE OPERATING NUT OR 1 7/8- 90' BEND 45' BEND X 1 7/8' X 2" HIGH GRADE STEEL 11 -114' RENE DEAD END WELDED 10 RISER SHAFT. MATERIAL LIST; 12" THICK © 3/16" THN X 5 1/5" DIA STEEL _ OR TEE GUIDE PLATE WELDED TO RISER 3,600 2.000 SHAFT, 500 O 2 "X2 "X 3/16" SQUARE STRUCTURAL 6,000 4,400 STEEL TUBING TD FIT OPERATING 1,200 5,700 NUT. LENGTH AS REQUIRED. 14,300 7,700 4,000 AP "'1 NOTE: 10" 22,300 ALL WELDS TO SHAFT SHALL BE 114" FU 3,100 FILLET WELD ALL AROUND. DES. jl 10 GR 18" +--8 SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. STEM RISER ED WHEN MAX, TRENCH BOTTOM amov- GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX DWG. NO.•I 'KS DIRECTOR OAIE 6 -� I OWN- CKD. Es JEC m THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 22 -1/2' BEND 11 -114' RENE DEAD END DIAMETER MATERIAL LIST; 12" THICK 4" DIAMETER SCHEDULE SERVICE LINE OR TEE 4" 3,600 2.000 1,000 500 2,600 6. 6,000 4,400 21300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16" 57,000 $0.800 15.700 7,900 1 _ 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PUCE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. Z. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE ; 12" - 9D' BEND IN SAND AND GRAVEL 32,000 CBS - 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL DE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF OVER THE PIPE EXCEEDS 2 FEET I POUNDS PER SOIL CITY OF YELM, WASHINGTON SQUARE FOOT DEPT. OF PUBLIC WORKS MUCK, PEAT 0 SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3.000 SAND & GRAVEL 4,000 DWD. No. CEMENTED WITH CLAY PUBLIC WORKS DIRECTOR DATE 6-14 HARD SHALE 10,000 DES. DYm cx0. DATE ES JEG TT 4 2007 4„ I I 4" SCHEDULE 40 STEEL OR 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 -+5v Q A. I G 2 a v: CEMENT CONCRETE CLASS 3ODD, o, V% �_ 4 RESOGRATION DEPTH - -� TRACE TAPE 12• To 18' UNDER VARIES / 1HE FINAL GRADE TRACER KIRE (SEE GENERAI TRENCH HACKFAL WATER NL•TES NO 7) SEE NOTE 1. 2. 3 &5 6 NiN. BEDDING MATERIAL SEE NOTE 4 .N\ / / % \/INN "N, UNDISTURBED SOIL N'CTES: I. A MINIMUM COVER OF 35' SHALL BE MAM ^AWED. EXCEIT AS REQUIRED AI CONNEUVON POINTS. 2 NATIVE BACKFi L SHALL CONSISF CIE CRUSHED, PROCESSED, OR NATURALLY OCCURRING •^RANbLAR MATERIAL. 11 SHALL BE ES51:NTiALLY FREE FROM VARIOUS TYPES OF KOGD WASTE OR OTHER EXTRANEOUS CR OBJECRONABLE MATERIALS. 'T SHALL HAVE SUCH CHARACIERISTICS OF SIZE AND SHAPE RNA7 IT WILL COMPACT READILY COMPACT. J. N477VE TRENCH BA. ^KFTLL MARDTLAL SHALL BE SORFD DA SCREENED SO INAT THE MAXMUM AGCeEGATE SHALL IS 6- INCHES. •!. PiPE EY!D %o WATERML SHALL BE SAND OW OM R CITY' APPROVED EQUAL. NO 51 IJ5ry RON5 AYL HE ALLOREC WOO100T N+ryTTEN AURIDWZAV04 FROM ORE CTY OF YELM, 5. VPERE NATIVE MATERIALS HAVE BEER' DEEMED W4ACCERTAH0, BY FHt ^TTY. TRENCH SACKFPL SY.ALL .MEET THE WSJDF STANIMR.v SPEC99CAIION'S FOP, THE PIPE TYPE BEING 5PECir.0. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO' ONO. N0. PUBIC WORKS DIRECTOR DATE B - 15 D']. Um. CAD - DAIS FS JCG TP 4/2007 YOP VIEW TOP VIEW I I r AI/AY A 1� SIDE VIEW R, PON 41 oil slim I Maw it WYE I . SIDE VIEW r " SIDE VIEW TEE CR05S GATE VALVE HORIZ. BEND 1 I TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 45' - 90' VERTICAL BEND DEPT. OF PUBLIC WORKS "ONES` STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. Lw-.R �•y DWG N0. 3, ANCHOR REBAR SHALL BE 5/8" MINIMUM - IE�" (' fi -13 DIAMETER. PUBLIC Y'O6(S DRYI DATE DES. DUN. CKD. GATE FS I .EC I m 4/2007 PLASTIC OR CONCRE Box 5) 15Y. 12 Y.N. SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN Imo_ COMMERCIAL LOADING ZONES) MATERIAL LIST; 12" THICK 4" DIAMETER SCHEDULE SERVICE LINE 20 STEEL POST FILLED 2. WITH CONCRETE NOTE: S, 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS NIPPLE 2. PIPE TO RECEIVE ONE PRIME COAT 5. AND TWO COATS OUTDOOR DID BASE ENAMEL (SAME COLOR AS HYDRANT - CHECK VALVE (O.S.H.S. APPROVED) j SEE DETAIL 6 -7) ,A., 7. c, CITY OF YFI. M, WASHINGTON CEMENT CONCRETE .J DEPT. OF PUBLIC WORKS CLASS 3000 "' °' -� VALVE MARKER POST & HYDRANT BOLLARD DETAIL DRAIN TO DAYLIGHT DWG ND HYDRANT BOLLARD lR - 6-12 RHYLIC WDRKS a?ECTOR DATE GENERAL GES. GYM- C.KD. DATE EsEGP 4/2007 RESOGRATION DEPTH - -� TRACE TAPE 12• To 18' UNDER VARIES / 1HE FINAL GRADE TRACER KIRE (SEE GENERAI TRENCH HACKFAL WATER NL•TES NO 7) SEE NOTE 1. 2. 3 &5 6 NiN. BEDDING MATERIAL SEE NOTE 4 .N\ / / % \/INN "N, UNDISTURBED SOIL N'CTES: I. A MINIMUM COVER OF 35' SHALL BE MAM ^AWED. EXCEIT AS REQUIRED AI CONNEUVON POINTS. 2 NATIVE BACKFi L SHALL CONSISF CIE CRUSHED, PROCESSED, OR NATURALLY OCCURRING •^RANbLAR MATERIAL. 11 SHALL BE ES51:NTiALLY FREE FROM VARIOUS TYPES OF KOGD WASTE OR OTHER EXTRANEOUS CR OBJECRONABLE MATERIALS. 'T SHALL HAVE SUCH CHARACIERISTICS OF SIZE AND SHAPE RNA7 IT WILL COMPACT READILY COMPACT. J. N477VE TRENCH BA. ^KFTLL MARDTLAL SHALL BE SORFD DA SCREENED SO INAT THE MAXMUM AGCeEGATE SHALL IS 6- INCHES. •!. PiPE EY!D %o WATERML SHALL BE SAND OW OM R CITY' APPROVED EQUAL. NO 51 IJ5ry RON5 AYL HE ALLOREC WOO100T N+ryTTEN AURIDWZAV04 FROM ORE CTY OF YELM, 5. VPERE NATIVE MATERIALS HAVE BEER' DEEMED W4ACCERTAH0, BY FHt ^TTY. TRENCH SACKFPL SY.ALL .MEET THE WSJDF STANIMR.v SPEC99CAIION'S FOP, THE PIPE TYPE BEING 5PECir.0. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO' ONO. N0. PUBIC WORKS DIRECTOR DATE B - 15 D']. Um. CAD - DAIS FS JCG TP 4/2007 YOP VIEW TOP VIEW I I r AI/AY A 1� SIDE VIEW R, PON 41 oil slim I Maw it WYE I . SIDE VIEW r " SIDE VIEW TEE CR05S GATE VALVE HORIZ. BEND 1 I TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 45' - 90' VERTICAL BEND DEPT. OF PUBLIC WORKS "ONES` STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. Lw-.R �•y DWG N0. 3, ANCHOR REBAR SHALL BE 5/8" MINIMUM - IE�" (' fi -13 DIAMETER. PUBLIC Y'O6(S DRYI DATE DES. DUN. CKD. GATE FS I .EC I m 4/2007 PLASTIC OR CONCRE Box 5) 15Y. 12 Y.N. 'LIEN PROFILE Fp TO BUILDING Oa IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER D-Pt Ow N0. W:IRKC MRFfTm YATC 6 -17 DYM CKD. KR 'El 7P MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 DEC RTC POINT 838 GRAVEL BASE MATERIAL LIST; 12" THICK 1. SERVICE LINE 2. 9P BEND S, UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (O.S.H.S. APPROVED) 7. RELIEF VALVE a. TESTS COCKS 9. DRAIN TO DAYLIGHT 1 O, PLUGS IN TEST COCKS GENERAL NOTES,- A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. R. DIAMETER OF PIPE AND FErtINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER 1NFORNA'ION. _ 1 D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. _ 'LIEN PROFILE Fp TO BUILDING Oa IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER D-Pt Ow N0. W:IRKC MRFfTm YATC 6 -17 DYM CKD. KR 'El 7P MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 DEC RTC POINT 838 REPLACE EXISTING PLASTIC CROSSWALK LINES DAMAGED DUE TO INSTALLATION OF 5ANITARY SEWER LINE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXISTING STOP BAR LINE 5TA 0 +64.87, 10.65' LT 5TA 2+ 17.06, 4.09 IT BEGIN TAPER I 5TA 0 +64.64, 1 0.17 IT BEGIN DOUBLE YELLOW CENTERLINE ------------ - - -- - R =123.4 5TA 1+35.79. 4.90' RT - L 1717 MAX I - d3- -------- - - - ---- - - - -- - - - -- -- 5TA 1+55.77. 1 +55.77, 0.50' LT TYPE 2L PLASTIC TRAFFIC ARROW PER W500T 5TD. PLAN 24.40-01 STA I +06.13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW ' PER W5DOT 5TD. PLAN 24.40-01 Z 5TA 2 +84.09, 3.52' LT 5TA 3 +42.76, 0.83' LT O END TAPER I O Q -- - - +z 400 ---- - - - —_- -0 -- _ -- - - - -- t +00 — � f O -`_________ - ---- . ----------------------------- di -d — — — — — — — — — — -- — — -- — — — — — — — -- — — — — — -- — — — — — -- — I— W DOUBLE YELLOW CENTERUNE I Q m 4' 5PAONG (TYP.) W W 0 Z O QOI — — — — — — — — — — — — — -- — -- - --- — -- — -- — -- — -- — -- — -- O Z i MATCH EXISTING CENTERLINE t' Z I— _�- -- -�-- - - --- —---- - - ---- d3 - -- d3-------- - - - - -- - - - d > - 13 - - - - -- - - - d'. _.._.--- - - - - -- ---- - -d3 -- 5TA I1 +94.76. 3.17 IT QO - --�' - - - -- -- - -- - -- — - - — - - - - - - -t -- t +--' -- - - — - — - - -- to +oo a +ao --------------------------------------------_...-- Vl-d3 ------- d3 -------------------- d3 -.. _____. - - d3 _d3 _ ______ d] �'! i .. �. .. .. . -... '.... , ..., FU- m I 5TA 9 +05.32 5TA I I +93.66 Q Q INSTALL TYPE 3 BARRICADE SEE DETAT IL BELOW CADS W I SEE DETAIL BELOW W 0 rTj NOTES: N.T.S. 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD, AT AN ANGLE OF 65' TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF THE PAVED SURFACE. 6. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION PERMS GC -8. a NOTE 1 r -F t o• S ABWi SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXISTING STOP BAR LINE 5TA 0 +64.87, 10.65' LT 5TA 2+ 17.06, 4.09 IT BEGIN TAPER I 5TA 0 +64.64, 1 0.17 IT BEGIN DOUBLE YELLOW CENTERLINE ------------ - - -- - R =123.4 5TA 1+35.79. 4.90' RT - L 1717 MAX I - d3- -------- - - - ---- - - - -- - - - -- -- 5TA 1+55.77. 1 +55.77, 0.50' LT TYPE 2L PLASTIC TRAFFIC ARROW PER W500T 5TD. PLAN 24.40-01 STA I +06.13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW ' PER W5DOT 5TD. PLAN 24.40-01 Z 5TA 2 +84.09, 3.52' LT 5TA 3 +42.76, 0.83' LT O END TAPER I O Q -- - - +z 400 ---- - - - —_- -0 -- _ -- - - - -- t +00 — � f O -`_________ - ---- . ----------------------------- di -d — — — — — — — — — — -- — — -- — — — — — — — -- — — — — — -- — — — — — -- — I— W DOUBLE YELLOW CENTERUNE I Q m 4' 5PAONG (TYP.) W W 0 Z O QOI — — — — — — — — — — — — — -- — -- - --- — -- — -- — -- — -- — -- — -- O Z i MATCH EXISTING CENTERLINE t' Z I— _�- -- -�-- - - --- —---- - - ---- d3 - -- d3-------- - - - - -- - - - d > - 13 - - - - -- - - - d'. _.._.--- - - - - -- ---- - -d3 -- 5TA I1 +94.76. 3.17 IT QO - --�' - - - -- -- - -- - -- — - - — - - - - - - -t -- t +--' -- - - — - — - - -- to +oo a +ao --------------------------------------------_...-- Vl-d3 ------- d3 -------------------- d3 -.. _____. - - d3 _d3 _ ______ d] �'! i .. �. .. .. . -... '.... , ..., FU- m I 5TA 9 +05.32 5TA I I +93.66 Q Q INSTALL TYPE 3 BARRICADE SEE DETAT IL BELOW CADS W I SEE DETAIL BELOW W 0 rTj NOTES: N.T.S. 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD, AT AN ANGLE OF 65' TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF THE PAVED SURFACE. 6. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION PERMS GC -8. 1 STRIPING NOTE: CONTRACTOR SHALL DOCUMENT ALL EXISTING STRIPING AND CHANNELIZATION PRIOR TO CONSTRUCTION AND RESTORE TO SAME AT COMPLETION OF CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORK!NG,,DAYS BEFORE YOU DIG A- 800 - 424 -5555 FOR CONSTRUQION / g ,.6 e DATE: �b / r� 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TIC RTC POINT 838 a NOTE r -F t o• S ABWi £ Um Vo clover eio118 sl a on the pl a IDr each type Taft Almw being Aamd m roatlaaya with a pmbd Pd lln* of 40 nph or lower. t' r l��L stEeDLa DtrF 4 E ',. £ r•e• a r -o• b N � EM.1P�•A• ! 1 I i b b N b I&MOGNIB M1 IFA T.13>iRA. b 4 i a IS I a o a TYPE z8R (W WM IEWPeE �• N TRAFFIC ARROW HATDREDUCED aCMA V-7 .: 73.m 8gFE OF "WP"B T-r I caa � N c;r�ursaur� erase w b y I � TYPE 18 J b b TRAFFIC ARRORI d. t -T r r EuIPeE.A. plal9E T "LL "'M . AXW �tP III b -EWPBE SAIae TTAFAC ARROW b 91F T b « L Yq� YNID y i�i5 d OU . tPUel B0FT. g M !Ep (e; av 6LPBE3 - I a A �t ' I TYPE 86R �wB fq pI8181`�W� ;t9j �g� 6 !! m IDF HLPa[8 s.. � i �tuoD 154501MRE ...... TRAFFIC ARR6W DddL i S e° all RIPE 9aLlAAFi'1CAeiDw FNPFFS AIIGIIST 9, 17 (NaTAN AT MUM SCAM SYMBOL MAINUM6E GRIe N P 8gN1E TRAFFICARROW FOR Ap LOW EP� ROAOIRAYS T -e' 87'ANRARO PLAN M.24.40.01 � EuaaEw )'�p'�' 1P- ELIIPBE'B AIeBJ AAK SIEEr10F 2a!!!Ta APPMVEDPONRAANYLDION B uur,*� w TYPE 781.68n TRAFFIC ARROW I(llDidl p M�I-08 w -HUA9E YAp3 J �•••°� 3wrAwn r.�.rrrT�w..r iTPE ML(LEFn TRAFFTCMROW 1 STRIPING NOTE: CONTRACTOR SHALL DOCUMENT ALL EXISTING STRIPING AND CHANNELIZATION PRIOR TO CONSTRUCTION AND RESTORE TO SAME AT COMPLETION OF CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORK!NG,,DAYS BEFORE YOU DIG A- 800 - 424 -5555 FOR CONSTRUQION / g ,.6 e DATE: �b / r� 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TIC RTC POINT 838