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Signed Plans 080409 - LFABBREVIATIONS 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 CSP = CORRUGATED STEEL PIPE C5TC = CRUSHED SURFACING TOP COURSE A = DELTA DI, DIP = DUCTILE IRON PIPE DIA, 0 = DIAMETER E = EAST ELEC = ELECTRICAL E4 ELEV = 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, IRR = 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 INTER5ECTON 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 STA = 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 CIA 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 ONSITE 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 04/22/09 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 BA51N5/MANHOLF-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 RJGHT-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. FILLSHALL 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 MESE ��--------------- 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 DCC 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, PLS CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800424-5555 1{PPROVED EOR GON5TRUGTION G -- - DATE: 'FI ,..IFNR.1111111 FAICIYFF� YELM LDS CHURCH IMPROVEMENTS PROJECT THURSTON COUNTY, WA, 2007104764 COVER SHEET MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C1.0 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 II I I I 25� I IP TI I¢� + p 2" 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�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 XKLXKYXX� 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 to 2 -man hum Wlbm W fnp Rockerlee of 5 or mover shell be cnoefmcfee of 3 -mea [o 2 -mm from 6otbm b bP Bmk sae ufekurlw elull ncl de: ' Tw-man mcb (300 W 6W pouatla), f9 Inche la Iwat dee 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 elmeasioa N the mels ahauaCe aneatea mwerda the SaN. In t ea k a0ell p $ mexlmam al. wuey q. the ro—ck be ylaced so to bek into wo —&v. I. mover trer. 5. Cell ew iveyacoa prim b Lem coarse heia w—d (rw acrlficeUee f rockery ImfeLL fe—&Uon te—I end —k 6. Osasen mreW hum tdme Wdi-..11 carry the ewl of a inl wlaeer eryarienced in mil mechealrx 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 TRS SHITT ■ I, 1 + EROSION CONTROL CONSTRUCTION NOTES: I Ij 81I. I O OISTINTRACTOR OAU EOAPPROPRIATE TESC MEf OLDS TO KEENBE U5FD A5 OON57TRUCTON P E. SEDIMENT OFF CLARK ROAD. w I b f O2 INSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 1��/yI OO IFILTER, PROTECT BAS N LOCAT TTIO SG PER DETAIL ON DRAWING 21ON AT CATCH 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 M15TING 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 MITER 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 O LOCATIONS SHOWN ON THE PLANS. _I Q 2. CLEAR AND GRUB THE PROJECT SITE. i I O 3. BETWEEN NOVENBER 1St AND MARCH 3 I et, ALL DISTURBED AREAS GREATER { I MORE THAN TWELVE HHOUSHALL BE 5TA51UZED BY ONE OAN 5.000 5.f. THAT AREA TO BE LEFT �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 PROTECTION5 5HOWOINST� 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 FACIUTIE5 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 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SY9 NAD 83/9 1 1,. 5TEM SOUTH NGVD 29 ZONE 4602 TC 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 ATTACH FABRIC TO WE 2'x 2'x 14 Ga XME FABRIC OR EWIVALENT BURY BYOM OF FflTER MRA 216• BRENCH ---- WMAX 2' x 4' HOOD POSTS STANDARD OR BETTER OR EQUAL ALTERNATE: STEE1 FENCE POSTS 2'x 2'x 14 Ga MME FABRIC OR EWIV. o FlLTER FABRIC NATPoAL p N 000 � .000 0 0 WASH J/rGRA TO 1 KF WASHED GRAVEL F FXML 1 00 ON BOW SIDES OF Fl o° FABRIC FENCE 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 TREE5. 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: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 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 (CPM -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 - 57 3�.SW 'TYPE I W/ 4 34.16 RT 343.00 348.00 LEGEND: \ SOLID 351.00TOW -s- STORM DRAIN E ♦ .00BOW \ 33.14' RT ROOF DRAIN UNE ♦ OOTOW 1 --n- ® TYPE I . OBOW 034 NEW AC PAVB.AENT 351.0 R 338.05(129 (12") 5 5 ` 348.00 ® NEW "ECOL" OF SIMILAR PERVIOUS 340.70 338.20 (895,NW PAVERS G TYPE I 9+63.83 120.6T RT 340.33 NEW CONC SIDEWALK 338.4 � NEW CATCH BASIN I 0+64.23 83.23' RT EXIST CONC 51DEWALK _ �8 •N 1 SURFACE FLOW DIRECTION TYPE 2 W/ 10+88.03 75.0' RT 341.85 338.05 FINISH SPOT ELEVATION SOLID UD EXIST. SPOT ELEVATION 1 -xxx_. EXIST. CONTOURS (121W • STORM DRAIN CLEANOUT j 335.05 o EXISTING CATCH BASIN 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 - 57 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' RT 341.81 338.05 E,W 338.05(129 (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 - 338.4 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 rAl (I 29 N (121W j 335.05 (6") N 9 EE TYPE I W/ 10+87.47 31.44' RT 342.85 339.46 (129 E 339.46 (129 N SOLID UD � I O TYPE I 10+67.1 3 16.00' RT - 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 'DISTANCES SHOWN ARE TO THE CENTER OF THE GRATE UNLESS OTHERWISE NOTED *DETAILS SHOWN ON. DRAWING C3.1 345 n 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. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 342 s9\\� ;, EXISTING CHURCH BUILDING \ 15,397 S.F. (FF=344.93) 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 342.0 341.80 343.24 342.50 341.57343.06 341.30 342.74 342.00 14 342.56 $s��-- 341 ,37 G 3 X41.53- 33.-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 D343.20 TOC, 342.70 FL 5.O dOLF1121100. 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 TSI 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. 10-01) 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. WATER UNE5 IN CL05E PROXIMITY. N 20 Z SCALE 40 115 LFX r INFILTRATION WITH O 50-7AND CONSTRUCT APACCESS RISERS PER PLAN �D DETAILS DRAWING NG CS. G CS N STAWING�CH N O CONSTRUCT 2)N DRAWINGN E PAVERS SECTION PER DETAIL (20, C3.213 CONSTRUCT AWINV 3RTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) 17 INSTALL CONCRETE WHEEL STOP PER DETAIL (I 6) ON \� MERIDIAN: PORTSWASHINGTON STATE O 5 TA1CONC1 54.0APP. CA- Or DRIVeWAY. ROACH PER DETAIL 14-9) LL TYPE 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! VERTICAL DATUM NAD 83/91. SOUTH O SCON9CRTA ETE APPROACH PER DETAIL (4-9) ON DRAWINGrNT C3. I 10 INSTALL TYPE II BARRICADES PER DETAIL (1 2) ON DRAWING C3.2 15 OO TRUCT ROCK WALL PER THURSTON COUNTY DETAIL ON DRAWING 19 COONNS-40 DOTT TYPE 3B 11Df WALK RAMP PER DETAIL TC RTC POINT 838 NGVD 29 ZONE 4602 >b Y IPA rAl j IPAv .4000 � Iliil[II e IN !�5�� 344.60 344.10 0 D343.20 TOC, 342.70 FL 5.O dOLF1121100. 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 TSI 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. 10-01) 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. WATER UNE5 IN CL05E PROXIMITY. N 20 Z SCALE 40 115 LFX r INFILTRATION WITH O 50-7AND CONSTRUCT APACCESS RISERS PER PLAN �D DETAILS DRAWING NG CS. G CS N STAWING�CH N O CONSTRUCT 2)N DRAWINGN E PAVERS SECTION PER DETAIL (20, C3.213 CONSTRUCT AWINV 3RTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) 17 INSTALL CONCRETE WHEEL STOP PER DETAIL (I 6) ON \� MERIDIAN: PORTSWASHINGTON STATE O 5 TA1CONC1 54.0APP. CA- Or DRIVeWAY. ROACH PER DETAIL 14-9) LL TYPE 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! VERTICAL DATUM NAD 83/91. SOUTH O SCON9CRTA ETE APPROACH PER DETAIL (4-9) ON DRAWINGrNT C3. I 10 INSTALL TYPE II BARRICADES PER DETAIL (1 2) ON DRAWING C3.2 15 OO TRUCT ROCK WALL PER THURSTON COUNTY DETAIL ON DRAWING 19 COONNS-40 DOTT TYPE 3B 11Df WALK RAMP PER DETAIL TC RTC POINT 838 NGVD 29 ZONE 4602 >b IPROVIDE 300 ACCESS RISER PER DETAIL THI5 SHEET. �r RMPAH r_PAnP 12'0 PVC FROM MANHOLE #4 IE = 338.05 36"0 ACCE55 RI5ER STANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 L.B. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCESS RISER 1200 PVC TOMANHOLE#8 It - 338.05 ±SUP ±5LF 1200 PVC )12-0 PVC 600 PVC TO MANHOLE 5=0.0 FT/PT 5=0.0 FT/Ff It = 335.05 IE = 335.05 IE = 335.05 O - GOAD H20 -RATED CPEP SMOOTH INTERIOR WET VAULT @ 5 - 0.0 FT./fI It = 334.05 4WET VAULT DETAIL SCALE: N.T.5. 12'0 PVC @01% It = 338.05 -334.05 48Yd TYPE 2 CB RIM - 341.85 It IN = 338.05 12' N If IN=335.05 G'N It OUT = 336.05 12' W 4 WET VAULT DRAIN DETAIL SCALE: N.T.5. WAMIEMeE YalOSALeAaE nwralwAa wGWorrWea. Pa9 � ,i µt W= PPE�mra maw avASArE eAeE Recur TYPE 2 CATCH BASIN SCALE: N.T.5. NIIRRYEMDUWm eMIE AWRGwaaeaxoms Hour wa.�AawnA�.reeslAa eaPWrWmwN w1ro rmG,YPa vaoearw(PPD OMY8GbI1LLIM RPEIbE!®OIIB ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM PROVIDE 36'0 ACCESS R)5M 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 PVC FROM MANHOLE #4 IE = 338.05 36"0 ACCE55 RI5ER STANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 L.B. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCESS RISER 1200 PVC TOMANHOLE#8 It - 338.05 ±SUP ±5LF 1200 PVC )12-0 PVC 600 PVC TO MANHOLE 5=0.0 FT/PT 5=0.0 FT/Ff It = 335.05 IE = 335.05 IE = 335.05 O - GOAD H20 -RATED CPEP SMOOTH INTERIOR WET VAULT @ 5 - 0.0 FT./fI It = 334.05 4WET VAULT DETAIL SCALE: N.T.5. 12'0 PVC @01% It = 338.05 -334.05 48Yd TYPE 2 CB RIM - 341.85 It IN = 338.05 12' N If IN=335.05 G'N It OUT = 336.05 12' W 4 WET VAULT DRAIN DETAIL SCALE: N.T.5. WAMIEMeE YalOSALeAaE nwralwAa wGWorrWea. Pa9 � ,i µt W= PPE�mra maw avASArE eAeE Recur TYPE 2 CATCH BASIN SCALE: N.T.5. NIIRRYEMDUWm eMIE AWRGwaaeaxoms Hour wa.�AawnA�.reeslAa eaPWrWmwN w1ro rmG,YPa vaoearw(PPD OMY8GbI1LLIM RPEIbE!®OIIB ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM NUMBER LENGTH WIDTH BOTTOM INLET HAMBE OF ROWS 2P Zr• ELEV. ELEV. 50-740 1 4 118.00 1 22.00 1333.40 1 335.65 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. SC -740 CHAMBER- '/. - 2 INCH WASHED, CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EQUAL 411 -III -I � CHAMBERS SHALL MEET ASTM F 2418-05 'STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 3" ASPHALT CONCRETE PAVEMENT FFC2" CSTC (NATIVE SOILS) \ BALLAST RAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL SCALE: N.T.S. MIN. 0.25' ACP PATCH 0a PROPOSED PAVEMENT -{ I .5' (TYP) 6' 5ECTION k'rl- 12'0 PVC @0.5% TO INFILTRATION GALLERY 300 It = 336.05 WELL -COMPACTED 0.67 FILL QYP.) COMMERCIAL CONCRETE NOTE: -335.05 DRAINROCK (fYP.) 5'0 CPEP OPENING IN UD FOR PROVIDE USE OF MANHOLE ACCESS LADDER HOOK 15 REQUIRED. 5 ACCESS RISER DETAIL SCALE: N.T.5. ettm +- ND•eP•ssaWA.MWMWsrW Meer 2 16 MDPFR err PWareal suss nnrblAaEM b xWlbb rArAreb a Tr mrre,rwawa pr.a.re.rwrs.elwMAnwaaaa.N TT+tenW R1i`balAlb MW pvWAaMwabA A NIbdmub WYou ewY etlEN,AgrneeMnb2wneruM. Rdlle s 1$1ieLNIEN W elLWe OGs bseba We1aWMgaubb,MwsppA AaM Er ga�„aL+ara a Nrw.alNaumrbmavowm arra ewe sax V CumpWE PaFebrc arm aWar Pp (SEL sFm easm) (L (a.la•A BaB.+rCH O I,f F'A'ieiiL`' FWADIIA1 L�6 g I wars u• . N[1 11 CATCH NYIN TYPE 2 STANDAM PLAN N-/0.10OP .1TF1. NROIFD FeI PI.MXX kN /Rasa.. PYWIbe 96.0/41/ PAVEMENT 4" PVC RISER SC -740 CHAMBER AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE FLOOR BOX FRAME AND LID W/S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP CLASS"C"CONCRETE 7mmumomomommE STORNIECR LLC CONCEmIML PLAN w MMER - m aAB IPL AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE NMS STGBrTECH CHAMBER SYSEIA I YWRD T WAS PROGITG DEMONSMATE A RED uMUT MAT Mor_ xAwLE ME DEsai wwuE usRD ABOAE. TxE sant. xT AxD APPIi1:PHltt or ME STORMTECH CHNaER SYSTDL FOR MHS SPEnFIC PROJECT HAS NOT BEEN DETERMINED. IT IS ME ULTIMATE RESPoII W OF ME DESIGN ENaaoR TG ASSURE MAT THE STCNMWATER SaE1 C£SGN IS INFULL COMP11ANCE DEM NL MP1CA$F LOWS AND REPHA1NNi S1tlwRCN PRDWCMS MUST BE DESIGNED AND NSTAUED IN ACCONDANCE WHI S ORMTECH'S MINIMUM REQUIREMENTS. STORI DEC ORS NOT AFPIIONE PLANS. smN OR sRwav DESIGNS ME DESIGNING ENGNEER IS R'9'ONaaF Fm All DESIGN DEMI INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.S. L INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER PIPE ALLOWANCES PIPE ALLOWANCES Pell MlEY11L CATs 111011µL DIAetIER PPEMTERPLNTma MIIMIx DIAWM awn N Ltru cvasU P�vcfaT P�.crp Me" Df ffi 2P Zr• ffi a• ffi ea ffi zr a W r 4' a ffi Ar ar IP' u• 12' aC Ar Mr aF ea x ffi w V CumpWE PaFebrc arm aWar Pp (SEL sFm easm) (L (a.la•A BaB.+rCH O I,f F'A'ieiiL`' FWADIIA1 L�6 g I wars u• . N[1 11 CATCH NYIN TYPE 2 STANDAM PLAN N-/0.10OP .1TF1. NROIFD FeI PI.MXX kN /Rasa.. PYWIbe 96.0/41/ 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 7mmumomomommE STORNIECR LLC CONCEmIML PLAN w MMER - m aAB IPL AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE NMS STGBrTECH CHAMBER SYSEIA I YWRD T WAS PROGITG DEMONSMATE A RED uMUT MAT Mor_ xAwLE ME DEsai wwuE usRD ABOAE. TxE sant. xT AxD APPIi1:PHltt or ME STORMTECH CHNaER SYSTDL FOR MHS SPEnFIC PROJECT HAS NOT BEEN DETERMINED. IT IS ME ULTIMATE RESPoII W OF ME DESIGN ENaaoR TG ASSURE MAT THE STCNMWATER SaE1 C£SGN IS INFULL COMP11ANCE DEM NL MP1CA$F LOWS AND REPHA1NNi S1tlwRCN PRDWCMS MUST BE DESIGNED AND NSTAUED IN ACCONDANCE WHI S ORMTECH'S MINIMUM REQUIREMENTS. STORI DEC ORS NOT AFPIIONE PLANS. smN OR sRwav DESIGNS ME DESIGNING ENGNEER IS R'9'ONaaF Fm All DESIGN DEMI INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.S. L INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER PIPE ALLOWANCES MERIDIAN: mmm Pell MlEY11L e' n1A1BTNt xEINF'O8CE0 OR +r rNAa mrcREDE VERTICAL DATUM ALL IMI PPE 1r CPSB B. 1r Is'm_ arm e4a20p $en PPML PVC 1S erm wm ea.19(1p moFbE WAU PVC +s lam. w� eOL+Y(DI � i j ., iCOMMAaED POLYElNr1ENE � � '�.��j' 9fOPA18Ea9l PPE ��- % 6.0812• LAK\ OIEN aMHpDP FgiC IEIaNr TwDAs aAR NaDPe DER u• IEenr RECTANOIAAR AI LJLWMENT SECTION PRECAST BABE BECTKM TYPE 1 CATCH BASIN SCALE: N.T.5. ` NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUAL 1/2 Ma BAR EACH MMER it MH. e BM N00P 1. As acomplable ebmHMeto the mhaaMlm In the PRECAST BASE SECT Ibera(placedwounflnptithe 9laeMerd SpaeiggtlDa),a wine mwh bavbp a mblbnun arae o10.12 9Qnie tDAae pW laol ehor bs aced wlh We mMbnwn regained ober strewn b the ALTEMIATNE PRECAST BABE 8ECTION. Wine n+esh stag set be placed In the breakouts. 2. ThskmdmlRdwstwsWnatbegmwWasen ZO'. Wndwlaa Mab hevaew INuk+ of2'milibumb2b•mobn Prwideal$ mining rbMAeartlr beodewi our wrdtlre DEdalda Ntlre p¢a A11alM LApe b brebbd, ■Bepap wkh ibkd morlerb wcwdwoe aNt 8landwd aveemoom III 3. 71e mmAmua dopa, Rom the fidew vow to do bwad pipe lmmrt Hug be 3. 4. The beme and prate may be bffbMW wbh the MPs up urdawn.The hams maybe cast blc the ad)usbradeectlwl 5. The Pn =KBssa Seclbn Iraq Jesse rounded Iba', and the waNs may las ataped et a rale oX 124 oxalaNa. e. The Wwbp slab be reassured site tap d the preak ben mcdon. 7. a1 pickup holes shag be prowad full after the be* has been plead. aEE xrrTE+ ALTGTMATI E PRECAST BASE SACIION PAVEMENT PAVEMENT GRADE 5ECTION CONCRETE COMMERCIAL NCRETE 1 J9J DNAL LYAO fi Gn,•u ar .:m� hell GTCN BAtN TYPE 7 STANOAIND PLAN 1114162000 seer t s 1 ase AaMNW KRR4CAla11 MrapJ. pessiaeE 6e4N-0e aero �.r RECE55ED HANDLE TYPE COVER OR OLYMPIC 6' NOW FOUNDRY UB -950 PERFORATED PVC PIPE g +I 6 �4, OLYMPIC FOUNDRY I0"-)-'- #VB -950, OR j INLAND FOUNDRY #248 VALVE BOX WITH 3/4• STORM' CAST IN UD COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N.T.S. WIDTH e c C'� LDNE-WAY t0' 15 2p' TWO-WAY US 30 40' NOTES: 1. WHERE APPROACH EXCEEDS 16' VADM A FULL DEPTH EXPANSION JOINT SHALL BE PLACEO LONGIRIDINALEY. CENTERED IN THE APPROAC, . 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCREIE. 3, REFER TO SECTION BID 140, YELM DEVELOPMENT GUIDELINES. rAPPROVED F PUBLIC WORKS T CONCRETE PROACH pWG. NO4-9 � CEMENT CONCRETE APPROACH � SCALE: N.T.S. I( MERIDIAN: �_II�/'J WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4602 FC RTC POINT 838 PLANTER STRIP -� (AS RED_J CURB & GUTTER MARK SIDEWALK PLANTER STRIP 5' MIN (AS REO.) EDGE AROUND EACH PANEL BROOM FINISH EXPANSION JOINT NOTES: ,s L EXPANSION JOINT MATERIAL TO BE 3/8` THICK PREMOIDED I � eawwr .. 5' `�C�IIr 6 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE Mm Morale . POURING CONCRETECITY PLANTER STRIP -� (AS RED_J CURB & GUTTER MARK SIDEWALK PLANTER STRIP 5' MIN (AS REO.) EDGE AROUND EACH PANEL BROOM FINISH EXPANSION JOINT NOTES: raP cy L EXPANSION JOINT MATERIAL TO BE 3/8` THICK PREMOIDED I � eawwr .. JOINT FILLER FULL THICKNESS OF CONCRETE. `�C�IIr 6 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE Mm Morale . POURING CONCRETECITY 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 MAGE ALONG CENTER OF WALK. C ^ A r n T ^ O ^ r R C TC V V�l�i \ L L CEMENT li L IV' L ISIDEWALK 4, EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND DI �li� ^I A 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 4-11 GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE 11 DES. DWN. CKD. DAIS JEG S -C s -C s -C 10/3/94 &--E5CAffMENT CONCRETE SIDEWALK : N.T.5. P ANVINI LAI'I MY NOTE Y J CYITNf DRAM YRrINKRAMP TYPE 1 �f mavlo/ LAYOUT d WENDIE2 MP OF RROAMY QQJ ■-r YN b MP OF (� (wAm■o aEIE•Nr aDLa. TYPE 11ruLRM! RAW raP cy z%rEK�� I � eawwr .. ONrrr 1115 � `�C�IIr 6 SECTION Mm Morale aEIE•Nr aDLa. TYPE 11ruLRM! RAW R 10 56 1 10' m5' 7 1 16' 16' T 5' ZTj o d z ol" n n 9 �25� z5' CEMENT COAG 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 , COLI -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, ECT. DES. DwN. cKD. DATE I-BWtE4pw0 11 NEIGHBORHOOD COLLECTOR SCALE: N.T.S. tE u ITANVYIT LALVI Y■ "I aIReEALx \\\ y PB1FCr11N): YPIYrr fIPIAII FAD.IOI� �� NQOETAL) a `rA@aCURB .q d� d � Q wrYLCeOm�une CU AND pCLM- 1 e r /Y� �r GEMlNT 90NOpe1E J ypgYyAK SOBMYKRArr TPE1 it AN VIEW SWE ANX RAMP TYPE I FORLAY0 i,3Aa 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. (TTP.) 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 W 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. mom 1. ThebMbr cf Tlr,rapshahrveebvdY (noth,eow0f2% My dleMion), p W 4'. 2.=,:: louse bw M■,io boa how 'Cement dNa Y (w Curb Grj a>pdwI Coal not Mtle Mr geant Co S. Ramp Mopw wu nol be dmW Nen 12HAV. 4. To Sr 1eYsrrl Y011d Ibwble, romp GOIe Mown and not YDbO 6. Awls phiftdmkmp Mlucbm )rrAbn bow or ~ obabucGo N hon of =W scones sows. S. Cub 6 Suft b eIonin w M COTM■d Plw far ft asb dryn apmftL See Nrrd■d Pion F-10.12 far cub dAtsk T. Sw SINIdrd Pion F40.10 for ddemk)old pk=rnd NM dello _ now •'. L ■e1L A M •..0 ■ MIA IW2w RVII K,■ h! 1 V1T 1HB PATIrr NOTA 910411- rAIPATION ffYEILOW NCOLm! DBTECTI VINUM M) PATT01I1 D■TAL R00ERSOVER SIDEVAU K RAMP IPPR I worn LAYOUTS STANDAf9 PLAN P-40.10-01 axffr+oF, Nsnr APRIOY® TOR PUrrATCH ftse Rd00pbR fD.as.os aL>.,Ma1 M a,Pwr.nWMAw.P.r►. L %0RQ Ave 0Ur 9 _ RAY1r Parlrw soYlwLx RAao NY QIRB REf1AM ------------------------ SIDEWALK: --------------------SIDEWALK \ / 9UFFBi 91RP A5PHALT 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 ��✓'VAyA TOA 95% OF ASTM D 698////\\SF \/��.\\\/.\\\ /F, ONSITE ✓ ,/ ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.5. 4' 2 I/2' 6'-0' I 9, 3 j (2) 83 BAR S 1 .I B' MIN 13/ 16' DIA HOLES 3:1 5AND f CEMENT 10' IMAX GROUT I I DEPTH CONCRETE CURB NON5HR)NK GROUT 2' CLEARANCE Mr) -j (2) #6 DAR5 16 WHEEL STOP DETAIL SCALE: N.T.5. tumor corcRETs - 9D9WLR RAa.,YpE A ot,Ecr.�WwsY4U PATTEIo, mYYa leff �rAy j� rFiER aTIUP VI L NOR 4UIIIRACT MR CORBIRIURN PoWIr PIAtJNlR SIDEWAIK RAID TYPE ON LAVOW TOP OF { / aOAuwr C®1M OOYOETE vera aurTrA Taff w,E N cuo+rcorraa-,E PEormlmArJ wRe J FaPE sou w.lx R-,a,Rl b SECTION OC DEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. 1 CIM RADIUS DETAL RI JIM oBB VJPAMNG PATIRN IaIT: pETN4 b TOPOF ROADIAAr `DERElim Cunt 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' \( WNOTE: 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 1/2' FACE OF CURB 1/2' 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� -%TTFPAVERS NOTES 1. Thebetion, M do MM aha have a kM Ysa(Not N pwn of 2%N my dbeacn), 4' • V. 2 Tina TWO 3s III LEWA m■Yea ton, M N NIe bill INer "Cm,Yn ane tdammk lump Tyw ae". Tor bid ■n, dws not CHANE the 0*00 l Cob Io! CMdI & Gub10. oY Sdwmlk bwwan Renpa, Wer Cement Cone Fedwh an aro. 1 amp down and nm ba Brew dw 1211 4 Avdd plaaaq 6airpe sbuduree IYYNan boors W O#W abeNo eve N had W n np acres emn. G CUB BG" r colon, ave Ne awed Pon fir to rub Wren apedled Sw SYnWd PNn F-Id12 f r cobd3WL GE Sol Bid. Plan F-M10 l for ddnmk Jobs plaonrrdeb ddWIL rA I� e RI AI ■ M �� lH6 PI1TTERNAMA RMLL YAVAI BE IPQUI man DETECTABLE VAAM)NO PATTERN DUAL ISdI V" s1OEMALK RAMP TYPE 38 VEM LAYOUT :rANDARD PLAN PV0.18-00 aaaTr 1 OF f YYEETI APPRONEDIOR PLNLrwlexl ME" I- SmrA OE�n O7 "a m oL v b P TYPICAL PAVING 5ECTION (5EE DETAIL, TH15 5HEET. 20FLUSH CURB SCALE: N.T.S. 91 1/2'R. I'R. . - PERVIOUS PARKING LOT SURFACE o' Ep VERTICAL FACED CEMENT CONCRETE CURB SCALE21 : N.T.S. MIN., 1.5' MAX. - VHRICAL PALE CURB TYPICAL PAVING :-"��- P` 9ELTION (5EE " DEfAl47N19 NATIVE 51JDGRADE ASTM NO.8 BEDDING mos solo. \ \ I„ N�1-12' WASH® I2' ASTM NO 2 SUtT•BASE/ /\\\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 NEW STORAGE BUILDING, �L PROPERTY LINE (TYP.) r NEW PARKINIre WATER LINE NOT VIA RAPHIC N NGa BUI IN .. . : �I IRS 15 LF- 1 I/2' EXIST. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEWER EASEMENT LINE-, TSTA 9+45.65, 180.50 RT 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 ! l STEP PUMP CONTROL PANEL MOUNTED ON q EXISTING HOT DIPPED GALVANIZED UNISTRUT. ! 35 LF - 0 PVC 01.2% ( ! HYDRANT TO I.E.®344111.43� � CD t I wvnloeu APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED 0 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 ■ irk GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) mp-5-- ;� •� I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OP YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON _ _ IN STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION W5D0T/APNA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION 15 TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SMALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. G. THE CONTRACTOR SMALL BE FULLY RESPONSIBLE POR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ALL UTILTTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. ALL PLASTIC PIPE AND SERVICES SMALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE PROPOSED FINISHED SUBGRADE. THE _ MARKER SHALL BE PLASTIC NON -BIODEGRADABLE. METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DnMCTED 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 BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 10. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE POR 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 STIP 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 PRE55URE 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. NEW STORAGE BUILDING, �L PROPERTY LINE (TYP.) r NEW PARKINIre WATER LINE NOT VIA RAPHIC N NGa BUI IN .. . : �I IRS 15 LF- 1 I/2' EXIST. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEWER EASEMENT LINE-, TSTA 9+45.65, 180.50 RT 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 ! l STEP PUMP CONTROL PANEL MOUNTED ON q EXISTING HOT DIPPED GALVANIZED UNISTRUT. ! 35 LF - 0 PVC 01.2% ( ! HYDRANT TO I.E.®344111.43� � CD t I wvnloeu APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED 0 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 ■ irk TaI.[mr I.giy�►��, mp-5-- ;� •� - �� _ IN 4--- S 88'30'02" E 403 93 SEE STEP TANK DETAIL (20) 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 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 SDR 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. !�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 CON5TRUCUON p DATE: o /Y. EXPIRE5: 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STALE PLANE COORDINATE VERTICAL DATUM SYSTEMNAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 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 CIN OF YELM DETAIL 6- 10 ON DWG. C4.4. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING CIN OF YELM STP UNE 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, 21.66' LT INSTALL 4' 5TEP UNE 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 �.. CIN OF YEUd UMIT5 UNE 5TA 2+45.49 CIN OF YELM �UR51TONOOUNTY I MM______g___ M_ o 0 ♦ 5TA 0+69.32, 0.0 LT/RT / IN5TALL (1) 45" BEND ♦ NTH THRUST BLOCKING o 0 BEGIN 5TP UNE TRANSITION ROAD STATIONING FROM SURVEYED SECTION UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 2.±2% THEN TRENCH FOR 5EWERIN5TALLATION. RE5TORETRENCH PEKTHUR5TON COUNTY DETAIL 6-H ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX ASPHALT. TT�Hu'R'TN 511y STEP N 11' (Y 7'E — 1,3 19.66 4+ D- ---_ ---ISTA 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 1/2' T.C. BRA55 CAP IN CONCRETE. SHOWN 1/4 SECTION CORNER FROM 5URVEY WITH COORDINATES 5TA 5+00.00, 5.0' LT ' ._ °3-'-. Hs`'— + 0 Z — EXISTING WATER UNE IN5TALL 4' STP UNE GATE VALVE STA 7+00.00, 6.5' LT 1 - STEP; 0 — R.O.W. UNE (MJ X MJ) PER DETAIL (7-2 I) ON STP UNE Q-0 r `� 0 _ �r — -- -- -- ---- W 6+ DRAWING C4.4 I - —d3 -� M LL W N MI .X M --'--_—__ — — — — _ ...,.....,. �8� O Z — TT�Hu'R'TN 511y STEP N 11' (Y 7'E — 1,3 19.66 4+ D- ---_ ---ISTA 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 1/2' 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 7+SU b+w to pv / rw -------------- EL KEY MAP I" =300' COORDINATION NOTE: COORDINATE WfTH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAY5 PRIOR TO WORK AT INTER5ECTION SS ems— ' ._ °3-'-. Hs`'— + 0 Hd — EXISTING WATER UNE N STEP - STEP; 45° BEND (WATER) � — ----- � Q-0 r `� 0 _ �r — -- -- -- ---- W 6+ 5 .13 d3 d3 --_-_M _ S___�__Mi �Y--- - —d3 -� M LL W N N 5EWER GATE VALVE T -IX15TING E.O.P. UNE `R.O.W. UNE 1 Q 1 rl� O g 1 N LEGEND 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 7+SU b+w to pv / rw -------------- EL 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 STP 5EWER UNE ----- w-- — EXISTING WATER UNE N PROPOSED WATER UNE '. 45° BEND (WATER) 900 BEND (WATER) TEE WITH THRUST BLOCKING (WATERT .: O 5EWER CLEANOUT + 5TP PUMP CONTROL PANEL N 5EWER GATE VALVE 0ce O g 0 LL- 01 s � a P: O g Th D(15TING ELEVATION5 Z 1 ~ 345 345 w CROWN OF THE ROAD _--. _.._ ---_..- -- -- -- _.__. _U-i� z p 0 +N + O =IllU H 1 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 UNE b 1 4272 4 UNE 1 43 1 LF+ 00 STEP UNE 9DR 2 f 20000 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 7+SU b+w to pv / rw -------------- EL 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 STP 5EWER UNE ----- w-- — EXISTING WATER UNE N PROPOSED WATER UNE '. 45° BEND (WATER) 900 BEND (WATER) TEE WITH THRUST BLOCKING (WATERT .: 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 <� �° 0 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 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 KEY MAP I " =300' SS GRAVITY SEWER UNE TEE WITH THRUST BLOCKING (WATER) STEP STEP SEWER UNE 45' BEND WITH THRUST BLOCKING (SEWER) w -- EXISTING WATER UNE w SEWER CLEANOUT • PROPOSED WATER UNE & STEP PUMP CONTROL PANEL ' O 45' BEND (WATER) M SEWER GATE VALVE n 7, N 90' BEND (WATER) 82Z <N2 6 mQ +C4 O + _ �F om 100)u :: F`-'< + R Q W II II Q O w 345 I O N �i �n tl '3 N N W� 345 _. _.._. �i ---- ------ - --.--_--- 3 = W U Q)Lu� I� ---------------------- -- - - - -4T--33% - ------ - -------------- -------- ------- z CBBI TtPE 1 -0.25% 0.47% 5TA 9+09.8 IXISTING E ATION5 RIM=342.27 340 IE -338.57 CROWN O THE ROAD 340 0 PROPOSED ELEVATIONSO 5 OF I r PVC ttt333 FLOWUN 0.005 FT/PT CBd I TYPE I G I I TYPE I 427± 40 STEP UNE 5TA 10+87.13 5T I I +39.83 42.01 5DR 21 CL200 P RIM- 42. I G IE 339.04 IE 33904 . IE=3 8.77 .04 335 335 I I _ S r n n N N N N N N N N N N N 330 AlA m c�i � �' � T� 330 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 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 PPROVED FOR CONSTRUCTION VEL MENT REVIEW ENGINEEPy -•-ww-Z--r 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 ENSTINO TMINC CONEC- TO I EASEL*; PVC SERVICE Ow 1• go 1,1 VALVE. SL A 1- CIEUL ILLI -DN MUTES ALL R"CE LEE COPS" BONES SNAK or LOCATE] 4 FROM FDPs OF 17819 TO DE]ITER o, .ARSON BON N PLANTER STOP ON RCN SIDES or wommY. LAND GARTON 111101103; SEOUL E LOCATED S APART TO :CORK OF DOMES 2 IMEL ARE, N AWN BOM ACEM OO DPCO GIL To M DRAF . 3 1' 40 Y INTIMATED IDD[ SRP IWJN PVC SMN6 GIE� VALVE R • i I Y KIT INTEL VAVE. R M E 1' PVC NONE SL A 9L- 1" C AMSN am PVC REOMISND OE S. RATA CR PIPE SMVOIE TYPICAL 1" SERVICE CONNECTION 1VgIDYE-Q� DMG. 1,0. FIARJC WOM(S p9RCTON ]ATE 7-1 T� JY IEC TP 472007 INS 1' lN.10N ro CMSECT 1:6M1C MMATJ6 FITII PORRLS TES T SE.�\ PH � M 1\\ If AM M[OPPAN CAMS]eT'N..l 11nRALL VW-WffM 6LANYC 1NSS 4- LVE . Ip! MD vKK AMZAIMY dean 1,1'wLK RPL TO MLO] f IN AS MOM XMA vKK PUMP SNOVK / M--, K V6 EN 10- L'IIOW ELA)DVCAL SINKE VON MRI cm 6FP5 V\ I IA K_ OCIPRCTIsu YML R MWS MM IGT 5#F SRTI :ALL AT I s yy py1 pS� 21. OR 24• PVC -S SCK fi D AMY I RSR -I / / RIRR WRI 21,,E RISER 10111.10 1 1 I amumm 14 W116[ OF l0.• TOM RP S NSE] TO C NSUUTDJ A • IA 14661 1MMG MN JV4ET CYNPIAT MEAL ''MW UK - A1KL - NS'AJ M I W RM IMb9t C ASIT:IW:N I:RA'gll H-" I >WW S.AMC[� IILSNI uNDIAnR ASTANDARD E • 2MDRO .g M TAML �• ' f AOAPIPI SM CONCRSR AWAY A}ILII III}' MOT LASE ] 5 - 5 DFF I' >K 1.1,1 e AN RSWNDANT ASSDMLT A6 SST ON W DN Or Y" I I A b1/A' IIAEi ARoLTO ill 1"I OifIEE � PMPEIM a'WALr UTA PVC HDR R �wm I't NORMS 08/2,9/07 03/14/08 3 04/08/09 . 4.... 04/22/09 NO I DATE 'IHC MAl_RM TOR DLWyEV. NoLuA. NM am 1 D 1 SO. POSR CEM! WSIMLADMIS S1 VARy TILE OCMlMCT6R S4L4 AQT RNC INT_lil OF TIE WSTMLARON KgNKWWS 91LW1 N K N 'ME DNDMMDE 'NICK SRT NS TM IALL 51hE' 1,1611015SHALL BE H-20 LOAD --RATED ]NIS POLICY SHA_[ TAKF FFFFCT ON MA" 31, 200.7 T" PICAL SIMPLEX STEP TANK INSTA_LA ZION CAM. NO. 0 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON K^T AT STIRIACE •. �� - 4B RESTORATION TADLE MOVE SEE RESIGRANTIN TARE e' \ TWNs11 GRADE IN. CWNWWM ANNR fIPY RTMWDM,R PxO. 71xfi J7 1 JLG T(' lhH MAO[ 9Wl S DNNED eAcwL, SEE ALKIF TRIAL MLLD1 PACNNL RE$T IMTIRI yANTAW 610E 'M CNPp SLOPE AS SLEEP WM MNWM AS POSSEtILI a 9LLG1 WMOTL pipIV MIL TO W. RDUNG Ecw e r1ERM1E PIPE —L_— L PIPE on jr uL mrGT DA6KAS v IMNSMrADSMMD W 49pACT p AM Ig111A4 aN MAS- . yl/ ILANSM `=7%1..V`= MATLE PALNNC TR'M MNt MWl S i tNnAAIMR'A'r PWR 4' 1,4 1'1, A j }bPM A CM�64RT YJURCE ,Ey TMl OOIPWT p NM MM EIOIPH6 MAPF IG SIEP IANC - DLwLLx aAT.E eMIRL Y6M 61lTRL NMPWMD fVfAl£ -- •/4 GCIIPKI 111 IJ WEE I L110URILL In V� � I i p3J �<Y 2' MOVE ASTANi ox • OMNI® NW#U'O CMMIF CITY OF YELM DEPT. OF PUB IC WORKS TYPI C A I_ PIPE TR_NCH =ppRnlEn DNS. ND. �p.a •��—._.. 7....5 FII9LC SW45 OMFC.TOM OAIE _ �y ,cc TP 4/2007 REV1510N5 PER THUR5TON COUNTY COMMENT5 REV1510N5 PER THUR5TON COUNTY COMMENT5 KEV1510N5 PER ThUR5TON COUNTY COMMENTS REV1510N5 PER CITY OF YELM COMMENI'5 BY GKD APPR I PEV1510N RESTORA ION TABLE 1 •. �� - n4o[NLSb eAEARLL/ cR►EMIs/ HVAC Ae AMG GPPER CWNWWM ANNR fIPY RTMWDM,R PxO. 71xfi J7 1 JLG T(' lhH MAO[ 9Wl S DNNED 4' (AYEN•� LMAR MLLD1 PACNNL �p 4 COTRSTAM 9MIIla 'M CNPp 1'PMACI 10 PS WM MNWM Mc PAIIElE111 4P� eCMIIE 9LLG1 WMOTL pipIV MIL TO W. � rOLP MAMC OAS MMIC 1,p C !/� TM CIALPR 4MWAET p 61, M4RfM AW MINM WIIDF.R S4WA(K YATp,WM mrGT DA6KAS MATIN iMMEPFIINH IMNSMrADSMMD ONM[R iNCxSK 49pACT p AM Ig111A4 aN MAS- . yl/ ILANSM `=7%1..V`= MATLE PALNNC TR'M MNt MWl S i tNnAAIMR'A'r PWR 4' 1,4 1'1, A j }bPM A CM�64RT YJURCE ,Ey TMl OOIPWT p NM MM EIOIPH6 MAPF IG SIEP IANC - DLwLLx aAT.E eMIRL Y6M 61lTRL NMPWMD fVfAl£ -- •/4 GCIIPKI 111 IJ WEE I L110URILL A.L S -EP TAN45 41A_L BE 1 20 LOAD RATED TANKS. TH.S POLICY SHA_L TAKE EFFECT ON MA" 31, 7001 IN 5HE0 MADE _-WATER OJHT LLO 211-E ON PSC: MSER i -� 1'UMI VAMC i HER MPF MRR R64T 1 All 14 GAALCIF MINOR, 141 To GO ; I/ O ro SCRNCf TARE TC SS C'O ->`l n :. 1 1 PART ERE ORP_ND I 1 ADAPTER roa cMgTER TANKS A 1 `i'p ORFK4-DINIP A54YRLT. SFE DW,. NO TD •I � I c `-• 1: Ij (NOTE 1) 2h POMR1E - -1 7—VDL-.IME ...IE1 YARES cAL- ON A JAWS LARGER MAN 1500 CALLONS - THE LENGTHY a ME DOWN WILTED NIET PIPE WL DE OCT WNCD Of TIE KW W" OIL F.Y AI ', V -i 400 GK 600 OA _ _—y - LIDO GAL OiL NOBS: L. METE 9EWFLE FOR A }YA GALLON -ANN UT L NO AS A 14%tX PIMP VNII I. CITY OF YELM 2'„ DIE CLAP WL, RENEW TOLERANCES 1N EXCESS 0' DEPT OF PUBLIC WORKS DMEN6DN5 SNOW k THE MPU POW VAULT NUM[5 TRO VAULTS 1500, 3.000, 4500 CA._LON An uiD�LFue T� INEWco4A L_CONvAIALTAINS STEP IA.NK 1PLIM-' TANK COLI -AVIS -WO PILLARS 4 4OD GALLON TANKS OR URGER SHALL MAKD DWG NO IIMEE REQS AVC LDS- 1 A4.. �-^� 7 -. ' 1 PJRK 110RKS pRF01d1 DARE pTN. .1... L'IT0: --LLAT[ J` SLG IP 4/2007 TABLE FOR FEEDER WIRE RUN "I'l Jh RAXHLALI GISLANLE PT AVX: POPPER Ito ]TTI PO AMd TTYRIit IslllHl Ae AMG GPPER 050 FEEL [ KCPICAIEW,Illl AIWIIWNA, WORMAII(W) DECAL -SEE SPECrICAT10HS -a wrN[y Aal_ i -'t- `60a D loci.tt I Y � IEHWG n N121L._ PANEL bZE MAT VAPI D-.PLNUV� ON MANGI ALINILF T YPICA PUMP CUN IROI ?A.NFI AM'ROVr1L DOG. NO \F _ V •tIN-.M WORK:. MIEIIGR DATE.. -DEi- 511111 - I CED. - DATE JY lEa I TF 4/200] * $44, Stw�r SRc" Ak1s,r►dm .. NLA NMW LOCKED BY APPROVED BY MRS Consulting Engineers —DA Te 4200 6th Avenue SE, Suite 309 5-13-09 Lacey, Washington 98503 (360) 191-7210 Fox (360) 292-7231 JOB N0: 400041.20 'A NIOle eE1 PN. NISEP A, t MN'IULNL As. '1 [' NI-ENAT NSII GTMOE SHALL u0.\0io: 1A4. -lP.alLLP 1/4Ut.1}} f 14 "-_a 1C1:ING MRC ' I/� I'VC HILA WON HALL VMA. I" "A 1'9:1 :.ARYL NAI. V91 V SCHEJ 4C T,t i PK sL ID t' i' LLE AE P'.c IP NI'l-E IAYNVG -C:A'J]LL \ MAC MUMLL !UL W LWAL +NLlwNE SLW.H RAIN L40 L PLACE IN A M1IIN- NAInN1 M'A. 'JNIDN "IS SHALL SE SOLVENT WELOEO 0 I TO HILLD LU:AL, TYPICAL SEWER AUIOMA'I; AIR RELEASE VALV7 APPAIhIFDDY. N0. ^^ 7 12 FROLIC WORK5 DIRECTOR DATE AT JY .IEC .I >,TP ..I 4/7001 ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS I� E- P. FINISHED GRADE w'. 1,$N -- ALARM HIGH ;(VEL � b IPG BN/MFF ,4 S' CRAW:OW ON R) aETi j (A..' TRiAM]MW ON TO OF1) -A LVW LEVEL ALARM AUTONOMY Offf' t? o Pv+rt caT ]TP ee SART 17 PxO. 71xfi J7 1 JLG T(' Txu IVu .- I I '�--PALHACK SM GD MIEY I 1LMRSHLU HV THE UTY CEN RPn ON U KLM SI NtM IIGSIUNCL . _ UT ION 111,11, PON N ' j 1G iTEP 1MH SIMPLE1t YJURCE I J I7 -P2 IG SIEP IANC - DLwLLx v �T,;S 17-p2 T: STEP TAW _ TMPLEA N121L._ PANEL bZE MAT VAPI D-.PLNUV� ON MANGI ALINILF T YPICA PUMP CUN IROI ?A.NFI AM'ROVr1L DOG. NO \F _ V •tIN-.M WORK:. MIEIIGR DATE.. -DEi- 511111 - I CED. - DATE JY lEa I TF 4/200] * $44, Stw�r SRc" Ak1s,r►dm .. NLA NMW LOCKED BY APPROVED BY MRS Consulting Engineers —DA Te 4200 6th Avenue SE, Suite 309 5-13-09 Lacey, Washington 98503 (360) 191-7210 Fox (360) 292-7231 JOB N0: 400041.20 'A NIOle eE1 PN. NISEP A, t MN'IULNL As. '1 [' NI-ENAT NSII GTMOE SHALL u0.\0io: 1A4. -lP.alLLP 1/4Ut.1}} f 14 "-_a 1C1:ING MRC ' I/� I'VC HILA WON HALL VMA. I" "A 1'9:1 :.ARYL NAI. V91 V SCHEJ 4C T,t i PK sL ID t' i' LLE AE P'.c IP NI'l-E IAYNVG -C:A'J]LL \ MAC MUMLL !UL W LWAL +NLlwNE SLW.H RAIN L40 L PLACE IN A M1IIN- NAInN1 M'A. 'JNIDN "IS SHALL SE SOLVENT WELOEO 0 I TO HILLD LU:AL, TYPICAL SEWER AUIOMA'I; AIR RELEASE VALV7 APPAIhIFDDY. N0. ^^ 7 12 FROLIC WORK5 DIRECTOR DATE AT JY .IEC .I >,TP ..I 4/7001 ACCEPTED AS NOTED THlJF2570N COUNTY PUBLIC WORKS I� E- P. FINISHED GRADE w'. 1,$N -- ALARM HIGH ;(VEL � b IPG BN/MFF ,4 S' CRAW:OW ON R) aETi j (A..' TRiAM]MW ON TO OF1) -A LVW LEVEL ALARM AUTONOMY Offf' t? o PxO. 71xfi J7 1 JLG T(' I 4i211U7 Y In V� � I i p3J �<Y pp� JJr ET 1 i isa rt ux date I'RC%JF C i D lb'II �i 2'1, u_I e• wn ecoDNc • FLOAT SETTING VAI L1 DIMENSIONS FOR A lIM. YI: BIIG WORKS NIIECTpR � OAR / UFS. I -OWN 2007104764 Dare: —__-- expires 2 years from acceptance PxO. 71xfi J7 1 JLG T(' I 4i211U7 TON COUNTY, WA. UTILITY DETAIL SHEET MrsuaAN: WASITINGTON STATE PLANE COORDINATE i0 YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5 SYSTHTA VORTICAL DATUM NAD 93191, J011Tii NGVD 29 ZONE 4602 fC RTC POINT 938 DRAWING C4.3 H n; I PF P I 08/29/07 _ 2 view operating Out NATIVE OR III 1 113FLL AS 4, • • DWYED BYownR ,,,• :: • X:. if I i^P f U l M C Weather shieldfI n Sun Yellow High lei \ 5' Grade Enamel .w lu REDONG E4SNALLL FBR R 13312 PE BE suo ItltlO R91A11 untc N� TANfS AS PER OFPAL WI withh ihreads I MN4IIFAOIllis REODNMzfirr. N 414OiV(R R 61011( SRBIQMT. x--41/2" Steamer connection —CITY OF YELM DEPT. OF PUBLIC WORKS s CONCRETE TANK BEDDING APPRO1f0 ORO NO fa/DO .\ Max 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 SIEEL RD -FS AND NFOOR_NE OA512T1 6' MN (Tv') -1.11%1 AIA Les --moi 2' LM MIEN g14DE I _W $OPE�zzzzmeTO tatwt-"r 14 GAUGE COPPER �' PN: IRSEK wtAet TOWING WRF. 2'-O" of SYS' IAL INTO RISER H INC.. OR EOU (FOR Ug IBTN MON-fRAAK BEARING TANKS) NO (E: BSER AND IID 964U. BE 311' ON ALL SIPLEK PLAIP VALLI NSIALLIST011S. FIBER AND OR SI BE 30' ON ALL DMIN I AND TRIPLER PUMP VAULT NSTALLATIONS. DEPT,OF. PUBLIC WORKS TYPICAL RISE R APPROVEDa7 view operating Out .�- 1 PUBEC WORKS DIRECTOR DATE - - I N 4TP l P(Z�[FEF-KC0 AP1ELlCH110lJ F012 3 SEv cFz Uc 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. F3E 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 CONNECTIONO/(,I q TO 3. MJ CUT IN TEES SHALL NOT BE EXISTING MAIN PERMITTED. APPROVED DWG. N0. 4. SUPPORT VALVE AND SLEEVE PUBLIC WORKS DITOR DATE 6-1 O CONTINUOUSLY THROUGH INSTALLATION. 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 jAT Ozz'v 0j a h u i uoi , WE \ y =s SIZE A 6 2" 1 17 114- 15" i Wl METER BOK APPROVED MILER BO% LID - IT30 17 READER SA BOX - SCF 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 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 NOT1. 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 'SfYLF 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 - VSA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 TNF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNT ACt IN VALYL DUA -URO. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOL- \ \- GONCRETF cIWPQNT EkOE%, `OR /ALK5 i- ANC 111 EN tiOTL WAiA 11- 10601116 , 11111 NWi -w _DEPI. 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 1—Limits of payment I N p �: Paint Hydra of Weather shieldfI Sun Yellow High and Hydrant Lock \ j Grade Enamel A I lu R 13312 o 2 Hose c nnection z withh ihreads I HYDRANT OFFSET x--41/2" Steamer connection - With NST Ihreads h 5" Storz adapter///—,at,, s Stam det0il- fa/DO .\ S-37 w/SC cap6-11 4� �o IS 24" '•-•a I Ground n � 4 N 9 r ell pc SIZE A 6 2" 1 17 114- 15" i Wl METER BOK APPROVED MILER BO% LID - IT30 17 READER SA BOX - SCF 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 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 NOT1. 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 'SfYLF 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 - VSA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 TNF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNT ACt IN VALYL DUA -URO. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOL- \ \- GONCRETF cIWPQNT EkOE%, `OR /ALK5 i- ANC 111 EN tiOTL WAiA 11- 10601116 , 11111 NWi -w _DEPI. 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 1—Limits of payment I p �: Paint Hydra of Weather shieldfI Sun Yellow High and Hydrant Lock \ j Grade Enamel \ I R 13312 o 2 Hose c nnection withh ihreads I HYDRANT OFFSET x--41/2" Steamer connection - With NST Ihreads h 5" Storz adapter///—,at,, s Stam det0il- SIZE A 6 2" 1 17 114- 15" i Wl METER BOK APPROVED MILER BO% LID - IT30 17 READER SA BOX - SCF 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 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 NOT1. 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 'SfYLF 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 - VSA. •h Nul UIT rKNS NcWNLO TO f9iNG NUi TG 1 TNF GIJRFACr 214ry _-C o%'R- r 5, =IYM. f PUNNING WPC. BRING -J SUNT ACt IN VALYL DUA -URO. `ir HONE ON i01 FEW WF -GATE "rA W, NJ • NJ UNKISIUNIRU SOL- \ \- GONCRETF cIWPQNT EkOE%, `OR /ALK5 i- ANC 111 EN tiOTL WAiA 11- 10601116 , 11111 NWi -w _DEPI. 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 1—Limits of payment I p �: Paint Hydra of Weather shieldfI Sun Yellow High and Hydrant Lock Grade Enamel Bonnet R 13312 o 2 Hose c nnection withh ihreads I HYDRANT OFFSET x--41/2" Steamer connection - With NST Ihreads h 5" Storz adapter///—,at,, See valve box and Stam det0il- fa/DO S-37 w/SC cap6-11 4� �o IS 24" Ground To suit Standpipe tr--I ench 6" Flanged fire depth 3' Minimum hydrant tea Each PIoa Joint 6" #1106 EBAA Iron, 6" Inc. Ll Class 52 ductile iron Pipe cut t0 length 6" gate valve, FL R MJ Sea .is 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 bepn unobstructed working area shall be ,.Dte ea II be ml hydroma. 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 3. Gate valves shall be resV.Ne wedge 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 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 UD. 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. SPEC 9-03.15 PLACED IN 4" LIFTS AND COMPACTED PlA E ED TO 95% MAX. DENSITY- RFOR 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) • �- 6MIN " . 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 ACP LLtJ:O-..•I CST C-1 BALLAST-/ 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 2 "- �'I RECESSED HANDLE TYPE COVER --7= '7INLAND FOUNDRY #248 10" m 6 3 BOX WITH 8 3/<" / "WATER" CAST IN LID 4 / VALVE 1 , / OR OFCO 910 SECTION / 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 11-1/4' BENE 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 1/4" FU 3,100 FILLET WELD ALL AROUND. OEs. 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 11-1/4' BENE 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 LBS - 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 COV -ER 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 4,000DWD. No. CEMENTED WITH CLAY PUBLIC WORKS DIRECTOR DATE 6-14 HARD SHALE10,000 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, b( 11 �_ 4 RESOGRATION DEPTH --� TRACE TAPE 12• To IB• UNDER VARIES / 1HE FINAL GRADE TRACER HIRE (SFE GENERAI TRENCH HACKFAL WATER NL•TES NO 7) SEE NOTE 1. 2. 3 &5 6 NIH. BEDDING MATERIAL SEE NOTE 4 .N\//%\/�/INN "N, UNDISTURBED SOK N'CTES: I. A MINIMUM COVER OF 35' SHALL BE MAM^AWED. EXCEIT AS REQUIRED AI CONNEUVON POINTS. 2. NATIVE BACKFi L SHALLCONSISF GF CRUSHED, PROCESSED, OR NATURALLY OCCURRING •^RANbLAR MATERIAL. 11 SHALL 9E 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 MATERMIL SHALL BE SORFD DA SCREENED SO INAT THE MAXMUM AGCeEGATE SHALL IS 6 -INCHES, 4 PIPE EY"D %o WATERML SHALL BE SAND OR? OMR CIT' APPROVED EQUAL. N'0 51 IJ5ry RON5 AYL HE ALLONCG WOO100T WRITTEN AURIDWZAV04 FROM ORE CITY OF YELM. 5. %PERE NATIVE MATERIALS HAVE BEER' DEEMED W4ACCERTAH0, BY FHt ^TTY. TRENCH SACKFPL SY.ALL .MEET THE WSJDF STANIMR.v SPEC99CAIION'S Fp: THE PIPE TYPE BEING 5PECir.0. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO' ONO. N0. PUBIC WORKS D19EC-OR DATE B - 15 D']. Um. CAD - DAIS FS JCG TP 4/2007 YOP VIEW TOP VIEW I I rAI/AY A 1� SIDE VIEW R, PON 41 oil slim IMaw it WYE I . SIDE VIEW r " SIDE VIEW TEE CRO 5S 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 - IES" (' fi-13 DIAMETER. PUBLIC Y'O6(S DRYI DATE DES. DVN. 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 h._ DEPT. OF PUBLIC WORKS CLASS 3000 "'° °' -� VALVE MARKER POST & HYDRANT BOLLARD DETAIL DRAIN TO DAYLIGHT TWO. ND HYDRANT BOLLARD lR - 6-12 RHYLIC WDRKS DIRECTOR DATE GENERAL GES. GYM- C.KD. DATE Es JEG tP 4/2007 RESOGRATION DEPTH --� TRACE TAPE 12• To IB• UNDER VARIES / 1HE FINAL GRADE TRACER HIRE (SFE GENERAI TRENCH HACKFAL WATER NL•TES NO 7) SEE NOTE 1. 2. 3 &5 6 NIH. BEDDING MATERIAL SEE NOTE 4 .N\//%\/�/INN "N, UNDISTURBED SOK N'CTES: I. A MINIMUM COVER OF 35' SHALL BE MAM^AWED. EXCEIT AS REQUIRED AI CONNEUVON POINTS. 2. NATIVE BACKFi L SHALLCONSISF GF CRUSHED, PROCESSED, OR NATURALLY OCCURRING •^RANbLAR MATERIAL. 11 SHALL 9E 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 MATERMIL SHALL BE SORFD DA SCREENED SO INAT THE MAXMUM AGCeEGATE SHALL IS 6 -INCHES, 4 PIPE EY"D %o WATERML SHALL BE SAND OR? OMR CIT' APPROVED EQUAL. N'0 51 IJ5ry RON5 AYL HE ALLONCG WOO100T WRITTEN AURIDWZAV04 FROM ORE CITY OF YELM. 5. %PERE NATIVE MATERIALS HAVE BEER' DEEMED W4ACCERTAH0, BY FHt ^TTY. TRENCH SACKFPL SY.ALL .MEET THE WSJDF STANIMR.v SPEC99CAIION'S Fp: THE PIPE TYPE BEING 5PECir.0. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO' ONO. N0. PUBIC WORKS D19EC-OR DATE B - 15 D']. Um. CAD - DAIS FS JCG TP 4/2007 YOP VIEW TOP VIEW I I rAI/AY A 1� SIDE VIEW R, PON 41 oil slim IMaw it WYE I . SIDE VIEW r " SIDE VIEW TEE CRO 5S 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 - IES" (' fi-13 DIAMETER. PUBLIC Y'O6(S DRYI DATE DES. DVN. CKD. GATE FS I .Ec I m 4/2007 PLASTIC OR CONCRE Box 5) 15Y. 12 Y.N. 'LIEN PROFILE FW TO BUILDING DR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER D -Pt Ow N0. W:IRKC MRFfTm YATC 6-17 DYM CKD. KR 'EG 7P MERIDIAN: 0 WASHINGTON STATE 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,- OTE&A. 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 FW TO BUILDING DR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER D -Pt Ow N0. W:IRKC MRFfTm YATC 6-17 DYM CKD. KR 'EG 7P MERIDIAN: 0 WASHINGTON STATE 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 s EXISTING STOP BAR LINE 5TA 0+64.87, I O.G5' LT 5TA 2+ 17.OG, 4.09 IT BEGIN TAPER STA 0+64.64, 10.1 T IT \ BEGIN DOUBLE YELLOW CENTERUNE� - �{R-123.0' 5TA 1+35 .79, 4.90' RT ---+�~---------1- Rf 4" X d" 2• . 8" (T GROU 1" DIA. BREAKAWI FEATURE DRILLED PARALLEL H. EL TO SIG FACE. F POST SI; EXCEEDS d" X d' SEE W.S.D.O.T. ST PLAN DETAIL G -b POST DETAIL BRED FEATURE. (TVP.) EXISTING S( OR GRAV 12' MAX. O.C. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON - d3- --------------- ----- ---------- - 5TA 1+55.77. 0.50' LT TYPE 2L PLASTIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 STA I +06.13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW ' PER W5DOT 5TD. PIAN 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 IQ �U all +00 ________ 4+00 - ____ 5+00 -----------6+00 ----- ----- 7 `___. .. -d] - -di -d 3 _ _ _d3 _ _ .--�...__�________wf O - \ r —- O Lu --————————————————————————— ———— --------- 1— DOUBLE YELLOW CENTERUNE I Q 4' 5PAONG (TYP.) w Lu 0 Z O OQ I —————————————--—------—--—--—--—--—--—-- O Z i MATCH EXISTING CENTERLINE t' Z I—_�----�-----_-—---------- d3 --- d3-------------- ---d>- 13------ - - - d'. _.._.--------- ------63-- 5TA I1+94.7G. 3.17 IT QO ---� - - - ---- --- - -- — - - — - - - - - --1 -- --- t +--' -- - - — - — - - -- to+oo a+ao --------------------------------------------_...-- Vl -d3 -d3 -------------------- d3-.. --------- - d3 _d3 _ ______ d] OIrq L _-_------------------------------ Lu.- - __-__-__-- �'! i .. �. .. .. . -... '.... , ..., FU- m I 5TA 9+05.32 5TA I I +93.66 Q Q INSTALL TYPE 3 BARRICADE SEE DETAIL BELOW E 3 CADS w I SEE DETAIL BELOW �' W 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. d. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION PERMS 6C-8. SYiBOL 8 LAZE dA TYPE 18 TRAFTaI.`AMOW OF RIIRNIB NEA T.n Mn. TYPE TAN FROM TRAFFIC ARROW N RIWOEDF TYPE mL11rAFl1OARROr BINCF'N AT REDUCED SrAUM '-2 aYMBOLa LVIE I CSRFNRE SLUM w I a /E A - 4y tP-HBIA6E YAR3 J TYPE T"LOEFT]TRAFR ARRM NOTE UN aR dineniow Yarn on the RIM br Beth MM, Taft Atrae being placed an meda'ge wM a posed Wood IML of40 mph or lawm- TYPE 38L OEM TRAFFIC ARROW 1 EARCatamR Nm M".. TYPE URINOlFn TRAFFIC ARROW NR TFAOE OF HYPE eaLTRARi'ICAXMCNV (SHORN AT MUM SCALED �n i• -F 1'-P BYMa:IWCAL ABOUT S Q3rIERIIIE a £ E : N TYPE 48 TRAFFIC ARROW tP-EWPFE SAAta STMROL MARIUM6E TRAFFIC ARROM°8 FOR LOM! 810 ID ROALMNATS STANDARD FLAN M�"41 l aNEEr t W a $HEM APPROV ED T -0n PUiAYLTgN NaroM A ft= Mk"-" =r.rw r 4.r,+rTgYAa STRIPING NOTE: CONTRACTOR SHALL DOCUMENT ALL EXISTING STRIPING AND CHANNrUZATION PRIOR TO CONSTRUCTION AND RESTORE TO SAME AT COMPLETION OF CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORKI DAYS BEFORE YOU DIG 1-800-424-5555 FOR CONSTRUQION / g ,.6 e DATE: �b / w_L._--Nw- 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 JED YP.) P.) z � h V O O N ID LINE n L 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. d. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION PERMS 6C-8. SYiBOL 8 LAZE dA TYPE 18 TRAFTaI.`AMOW OF RIIRNIB NEA T.n Mn. TYPE TAN FROM TRAFFIC ARROW N RIWOEDF TYPE mL11rAFl1OARROr BINCF'N AT REDUCED SrAUM '-2 aYMBOLa LVIE I CSRFNRE SLUM w I a /E A - 4y tP-HBIA6E YAR3 J TYPE T"LOEFT]TRAFR ARRM NOTE UN aR dineniow Yarn on the RIM br Beth MM, Taft Atrae being placed an meda'ge wM a posed Wood IML of40 mph or lawm- TYPE 38L OEM TRAFFIC ARROW 1 EARCatamR Nm M".. TYPE URINOlFn TRAFFIC ARROW NR TFAOE OF HYPE eaLTRARi'ICAXMCNV (SHORN AT MUM SCALED �n i• -F 1'-P BYMa:IWCAL ABOUT S Q3rIERIIIE a £ E : N TYPE 48 TRAFFIC ARROW tP-EWPFE SAAta STMROL MARIUM6E TRAFFIC ARROM°8 FOR LOM! 810 ID ROALMNATS STANDARD FLAN M�"41 l aNEEr t W a $HEM APPROV ED T -0n PUiAYLTgN NaroM A ft= Mk"-" =r.rw r 4.r,+rTgYAa STRIPING NOTE: CONTRACTOR SHALL DOCUMENT ALL EXISTING STRIPING AND CHANNrUZATION PRIOR TO CONSTRUCTION AND RESTORE TO SAME AT COMPLETION OF CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORKI DAYS BEFORE YOU DIG 1-800-424-5555 FOR CONSTRUQION / g ,.6 e DATE: �b / w_L._--Nw- 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838