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Redline Cmts 072709YELM LDS CHURCH IMPROVEMENTS PROJECT SHEET LIST TABLE ABBREVIATIONS DRAWING DRAWING TITLE I C1.0 COVER SHEET ACP = ASPHALT CONCRETE PAVEMENT 3 ADJ = ADJUST C2,1 A.P. - ANGLE POINT GRADING PLAN A55M = A55EMBLY g BO = BLOW OFF C4.0 BVC = BEGIN VERTICAL CURVE ROADWAY * SEWER PLAN A PROFILE CB = CATCH BASIN 11 CDF = CONTROL DENSITY FILL C4.4 C.I.P. = CAST IN PLACE UTILITY DETAILS CL, = CENTERUNE, CLASS 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 = EA5T ELEC = ELECTRICAL EL, ELEV = ELEVATION EOP = EDGE OF PAVEMENT E5MT = EASEMENT EVC = END VERTICAL CURVE EX5T, EX = EX15TING FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW UNE FM = FORCE MAIN G5P = GA5KETED SEWER PIPE HDPE = HIGH-DENSITY POLYETHYLENE PIPE HP = HIGH POINT ID = INSIDE DIAMETER IE = INVERT ELEVATION IR, IRR = IRRIGATION L = LENGTH LCPE = UNED CORRUGATED POLYETHYLENE PIPE LT = LEFT LF = LINEAL FEET LP = LOW POINT MAX = MAXIMUM MH = MANHOLE MIN = MINIMUM M5E = MECHANICALLY 5TA51UZFD 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 INTER5ECTION PP = POWER POLE PRC = POINT OF REVERSE CURVE PROP = PROPOSED PT = POINT OF TANGENT PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTER5ECTON R. RAD = RADIUS R/W, ROW = RIGHT-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 TICE = 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 5HEET DRAWING DRAWING TITLE I C1.0 COVER SHEET 2 C 1. 1 EXISTING CONDITIONS AND DEMOLITION PLAN 3 C2.0 TE5C PLAN 4 C2,1 TE5C DETAILS AND NOTES 5 C3.0 GRADING PLAN G C3.1 GRADING DETAILS 7 C3.2 GRADING DETAILS 8 C4.0 ONSITE COMPOSITE UTILITY PLAN 9 C4.1 ROADWAY * SEWER PLAN A PROFILE 10 C4.2 ROADWAY E SEWER PLAN * PROFILE 11 C4.3 UTILITY DETAILS 12 C4.4 UTILITY DETAILS 13 C4.5 UTILITY DETAILS 14 C5.0 SIGNING AND STRIPING PLAN * DETAILS GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THUR5TON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE M05T CURRENT COPY OF THE STATE OF WASHINGTON STANDARD 5P'ECIMCATION5 FOR ROAD, BRIDGE, AND MUNICIPAL CON5TRUCT'ION, INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR 15 RE5PON5IBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOL5, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THUR5TON COUNTY, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCE551BLE AT ALL TIMES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLAN5, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. G. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE THUR5TON 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 DRAWIING5 IS TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECE55ARYTO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. 10. ANY PROPOSED 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 YI!LM 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 BACKFILLING. 12. CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DFIVfWAYSw SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 3000 CONFORMING TO THE REQUIREMENT OF SECTION "2 OF THE 2008 W5DOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRE[) 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 5HALL BE DONE ON ALL MATERIALS AND CONI5TRUCTION A5 SPECIFIED IN THE W5DOT / APWA STANDARD SPECIFICATIONS. 1 08/29/07 REV1510N5 PER THURSTON COUNTY COMMENTS 2 03/14/08 REVISIONS PER THURSTON COUNTY COMMENTS 3 04/08/09 REVISIONS PER THURSTON COUNTY COMMENTS 4 04/22/09 REVISIONS PER CITY OF YELM COMMENTS 5 OG/03/09 REV1510N5 PER CITY OF YELM COMMENTS NO DATE BY CKD APPR REVISION SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GENERAL STORM DRAIN NOTES I . ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE THURSTON COUNTY PUBLIC WORKS STANDARDS AND THE M05T RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 2. TEMPORARY EROSIONANATER POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE 5TORMWATER MANAGEMENT PIAN 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 PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA5IN5/MANHOLE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, 51ZE AND DEPTH OF RETENTION/DETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL 5TORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH 13A51N/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND THOSE PIPES THAT DAYLIGHT. I 1 . 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 51MILAPLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR SITES WHERE GRA55 HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GPA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY JURISDICTION. ENGINEER'S CERTIFICATION: THE DE51GN IMPROVEMENTS SHOWN IN THI5 SET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THURSTON COUNTY ROAD STANDARDS AND THE DRAINAGE DESIGN AND ER0510N CONTROL MANUAL FOR THURSTON COUNTY. ALL DE51GN VARIANCES HAVE BEEN APPROVED BY THURSTON COUNTY. I APPROVE THESE PLANS FOR CONSTRUCTION. DRAWN BY: DESIGNED BY NLA NMW CHECKED 5Y APPROVED BY MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 7-15-09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 406041 .20 l IMS' f-tkkrn walx "W%;+J 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. I G. ALL EROSION AND 5TORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 17. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT-OF-WAY. IT AL50 SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO 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 RE5PON515LE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL (REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W.5.D.O.T. STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND EUEVATIONS 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, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO USE. 21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA 5PECIFICATION5. FILL SHALL BE PROVIDED IN G" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR IS REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRIOR TO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF ASSUMES NO RESPONSIBIUTI' FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR IS ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTILITY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS M DATE: 4 soy SITE �F 105TH VESE O � 70R.THA VESE VICINITY MAP NOT TO SCALE PROJECT DATA: PARCEL# 22730210900 SITE ADDRESS: 10423 CLARK RD SE YELM, WA 98597 SECTION: 530 T 17N R2E LEGAL DESCRIPTION: 301 PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY TOTAL 51TE AREA: 3.45 Ac CUT: 339 CU. YDS. FILL: 297 CU. YDS. NET: 22 CU. YDS. <CUT> ARCHITECT HOCH5TRA55EP. ASSOCIATES, ARCHITECTS 5801 80TH AVE COURT WEST UNIVERSITY PLACE, WA 98467 PH. (253) 224-4101 FAX (253) 5G5-G82G CONTACT: GARY HOCH5TRA55ER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS P.O. BOX 2328 ISSAQUAH, WA 98027-0105 PH. (425) 392-1 2GO FAX (425) 392-3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 GTh AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3GO) 292-7230 FAX (3GO) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY, PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY. WA. 98503 PH. (3GO) 292-7230 FAX (3GO) 292 7231 CONTACT: THOMAS SWIFT, PLS CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVE[) EOR. CONSTRUCTION BY: DAM DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: YELM LDS CHURCH IMPROVEMENTS PROJECT THURSTON COUNTY, WA. expires 2 years from acceptance date IPROJECT #: 2007104764 TVI �I/ it, IA) > COVER SHEET 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM83/91, SYSTEM NAD 83/9 I ,SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C1.0 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON OI7MTI Y OVO=&A AOA Kln1 KIKACIJT Kll =. tJVJ 111YV J/\ry11I\1�I VMII\ I ILWJ IV VL /WN\WYW 1 LIY IIIVNIMY WVI\11 HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT PROM THUR5TON COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL RECOMMENDATION5 OF SOILS REPORT DATED JUNE 2007. DRAINFIELD LOCATION5 5HOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY III 5AW CUr 005TING 0 / MERIDIAN: �_LI�/] WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD gNg 1 5CUTH NGVD 29 ZONE 4602 TC RTC POINT 838 LEGEND i t7 FIRE HYDRANT 1-1w WATER METER it II IIu I WATER VALVE i j g I V P IRRIGATION VALVE OS SEPTIC TANK LID z52% �. w I Li L! CATCH BASIN �I Op STORM DRAIN MANHOLE I I POLE ANCHOR PN GUY POLE �p a POWER TRANSFORMER ❑G GAS METER GAS VALVE �.� I TELEPHONE MANHOLE A } T Ll T TELEPHONE PEDESTAL SIGN I ® TRAFFIC SIGNAL POLE � LUMINARE 8 L ❑ LT LIGHT J -BOX i UTILITY POLE FENCE I MAILBOX f A l CONIFER TREE AS NOTED 1 li DECIDUOUS TREE HANDICAP PARKING STALL TURN LANE - EP EDGE OF PAVEMENT GUTTER LINE IE 12" CUI VFR7 ELEV- 340,55 P - - POWER LOCATES TO BE POANIIM J PH PHONE LOCATES I' �I r -- GAS LOCATES -SOUn1 END CULVERT ¢ NO? FOUND I -- W WATER LINE I S� SEWER FORCE MAIN — SAW CUT LINE — — — GRADING LIMITS/WORK LIMITS LINE XXX.XX� SPOT ELEVATION (PROPOSED GRADE) T XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 I SCALE 0 / MERIDIAN: �_LI�/] WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD gNg 1 5CUTH NGVD 29 ZONE 4602 TC RTC POINT 838 i SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 68e WSJ- A 3A5 \ \ — KwPTAINI j "t � AEXIST. PAR�N6 '�� '_ 5 - ,A ` r : 4rER r ^dam �) + $ NEW PARgN&S7 I ... _) /� /3 %��i� l �- r ZIA b. c� NEW STORAGE BUILDING, I685.F. r � r r 2 a52 sem: / c % i a�RowgEi E LCEca_�ro ry SE Ti [ ,� Ft D ? B *AJ til �/ \ EXISTING CHURCH BUILDING j PRDPHtfY Low (IW.): 75,397 S.F. 2 ;M`Vll�l 15v IX NEIN- �0 0� �Q ADf�rit®N' . A 3 930. $a;. 16 BATTER ORIGDIAL I GROUND UNDISTURBED EARTH GENERAL NOTES: 1. Rooks.- boI I ths. 5. sheR be comtructed of root of greduewtl lees hom 5-wa w 2 -mea from bottom to top. Pnekerlee of 6' beer +bell be conutructea of 3' -men to 2--o frvm botWm to top Rock size categories shall aelude 'ho -man —a TWO w AGR Panads). 13 Inches m Isest dire... Thm-men rake (eoo w Ceto Pounds). 16 io h- Io Ie.at Fonr-man too. 0500 w zzw pomae). 13 -Ines m least dimeamon, .-mea —" (240o m aaoo pounds). 24 —bas in least dwre 2 The m sty eNtR be luteRed -h a smostb face. 3 The long dimamwa of the rwtr shell Be orlented wneNs the bmk W Protide maslmum ewbRfIF 6. The —k shell Be placed so as w lmk into leo mcke 1n lbs lower tier- s CER ror waPectmn poor w be.+e cn a be� placed (mr mr)lreunn r ,rckery Mlgbt. mnnaettan teNel ane rock B Dealka oernng lram tome tna—tsd shall es, me noel ar a mm ar+Wweer eepnnennea w vaD mecbemd. FABRIC FABRIC AS REQUIRED DUE TO SOIL CONDITIONS. AS REVIEWED AND APPROVED BY THE COUNTY ENGINEER B" YIN OF 1 1/2" /WASHED ROCK '2 BASE COURSE DIAMETER OR . WHICHEVER IS GREATER AS DIRECTED BY COUNTY ENGINEER PERF DRAIN NOR 4' MIN OF ROLE UNDER PIPE PI Ov MA + LVS NG E C 6+,<I t0 FE t 04 5 88'30'07" E RDCK RETAINING WAIL -SEE STANDARD DETAIL ON ThO Sneer EROSION CONTROL CONSTRUCTION NOTES COSTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. CONTRACTOR TO USE APPROPRIATE TE5C METHODS TO KEEP SEDIMENT OFF CLARK ROAD. O2 INSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OINSTALL e5TREAMGUARDe INLET FILTER PROTECTION AT CATCH BASIN LOCATIONS PER DETAIL ON DRAWING C2.1 O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RETAINING WALL5 AND GRADE PERVIOUS PARKING AREAS TO FIN15H ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EXISTING BUILDING WHERE EXISTING PARKING IS TO REMAIN, SAW -CUT EXISTING ACP. 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT COMPACT THE NATIVE SOIL BELOW THE SUBBASE. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROVISIONS OF CONSTRUCTION SPECIFICATIONS. 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND MAINTAIN UNTIL LANDSCAPING IS COMPLETE. G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION DEBR75. PLACE ADDITIONAL ASTM NO.8 JOINT/OPENING FILLER A5 NECE55ARYTO FILL COMPLETELY. CONSTRUCTION PHASING THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE STEPS IN THI5 ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED OUT OF SEQUENCE, A5 CONDITIONS REQUIRE. THE CONSTRUCTION SEQUENCE 15 AS FOLLOWS: 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN TH05E LOCATIONS SHOWN ON THE PLANS. 2. CLEAR AND GRUB THE PROJECT SITE. 3. BETWEEN NOVENBER I st AND MARCH 315t, ALL D15TURBED AREAS GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE THAN TWELVE HOURS SHALL BE STABILIZED BY ONE OF THE FOLLOWING: MULCH, SODDING, OR PLASTIC COVERING. 4. GRADE SITE AND INSTALL ALL PERMANENT 5TORMWATER FACILITIES. 5. INSTALL UNDERGROUND UTILITIES (CABLE, TELEPHONE, POWER, SEWER, WATER, ECT.) G. PROVIDE CATCH BA51N PROTECTION BY IN5TAWNG SILT SOCKS AND ALL INLETS TO DRAINAGE SYSTEM AS SHOWN ON PLAN. 7. AFTER PAVING 15 COMPLETE, INSTALL LANDSCAPE 50D AND/OR SEED, AND MULCH ALL DISTURBED AREAS. 8. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE SITE 15 5TABIUZED AND SILT RUNOFF CEASES. 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE TRUCKS TO CONTROL THE RUNOFF AND EUMINATE ENTRY INTO THE STORM DRAINAGE SYSTEMS. LEGEND: INLET FILTER PROTECTION FILTER FABRIC FENCE NEW AC PAVEMENT O NEW CONIC SIDEWALK ® NEW PERVIOUS PAVEMENT EXIST CONC SIDEWALK -- - EXIST. CONTOURS 0 N 30 Z SCALE rn 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 I � i I I I T I i EROSION CONTROL CONSTRUCTION NOTES COSTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. CONTRACTOR TO USE APPROPRIATE TE5C METHODS TO KEEP SEDIMENT OFF CLARK ROAD. O2 INSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OINSTALL e5TREAMGUARDe INLET FILTER PROTECTION AT CATCH BASIN LOCATIONS PER DETAIL ON DRAWING C2.1 O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RETAINING WALL5 AND GRADE PERVIOUS PARKING AREAS TO FIN15H ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EXISTING BUILDING WHERE EXISTING PARKING IS TO REMAIN, SAW -CUT EXISTING ACP. 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT COMPACT THE NATIVE SOIL BELOW THE SUBBASE. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROVISIONS OF CONSTRUCTION SPECIFICATIONS. 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND MAINTAIN UNTIL LANDSCAPING IS COMPLETE. G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION DEBR75. PLACE ADDITIONAL ASTM NO.8 JOINT/OPENING FILLER A5 NECE55ARYTO FILL COMPLETELY. CONSTRUCTION PHASING THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE STEPS IN THI5 ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED OUT OF SEQUENCE, A5 CONDITIONS REQUIRE. THE CONSTRUCTION SEQUENCE 15 AS FOLLOWS: 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN TH05E LOCATIONS SHOWN ON THE PLANS. 2. CLEAR AND GRUB THE PROJECT SITE. 3. BETWEEN NOVENBER I st AND MARCH 315t, ALL D15TURBED AREAS GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE THAN TWELVE HOURS SHALL BE STABILIZED BY ONE OF THE FOLLOWING: MULCH, SODDING, OR PLASTIC COVERING. 4. GRADE SITE AND INSTALL ALL PERMANENT 5TORMWATER FACILITIES. 5. INSTALL UNDERGROUND UTILITIES (CABLE, TELEPHONE, POWER, SEWER, WATER, ECT.) G. PROVIDE CATCH BA51N PROTECTION BY IN5TAWNG SILT SOCKS AND ALL INLETS TO DRAINAGE SYSTEM AS SHOWN ON PLAN. 7. AFTER PAVING 15 COMPLETE, INSTALL LANDSCAPE 50D AND/OR SEED, AND MULCH ALL DISTURBED AREAS. 8. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE SITE 15 5TABIUZED AND SILT RUNOFF CEASES. 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE TRUCKS TO CONTROL THE RUNOFF AND EUMINATE ENTRY INTO THE STORM DRAINAGE SYSTEMS. LEGEND: INLET FILTER PROTECTION FILTER FABRIC FENCE NEW AC PAVEMENT O NEW CONIC SIDEWALK ® NEW PERVIOUS PAVEMENT EXIST CONC SIDEWALK -- - EXIST. CONTOURS 0 N 30 Z SCALE rn 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 ADAPTER SKIRT W RETRIEVAL STRAP M59'.—/ 36" 10 SEDIMENT ACCUMULATION INSTALLATION: • REMOVE CATCH BASIN GRATE • CLEAN DIRT AND DEBRIS FROM GRATE LEDGE •PLACE STREAMGUARD INSERT OVER CATCH BASIN OPENING WITH BAG INSIDE BASIN OVERFLOW (TO BYPASS PEAK STORM VOLUMES) 24 MAINTENANCE: • DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE SEDIMENT LEVEL •RECOMMENDED: EMPTY AND REINSTALL WHEN UNIT IS APPROXIMATELY HALF FULL (UP TO 12 INCHES SEDIMENT) • REPLACE GRATE, AT THE SAME TIME PINCH INSERT FABRIC BETWEEN GRATE AND FRAME •RECOMMENDED: REGULARLY INSPECT INSERTS AND LOG OBSERVATIONS AS A •CUT EXCESS FABRIC OFF AND LEAVE THREE BEST MANAGEMENT PRACTICE. TO FIVE INCHES OF FABRIC AROUND OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 0 STORM DRAINAGE DESIGN MANUAL I FIG B 21 T 2'0' 5'0' f rs' FILTER FABRIC MATERIAL 60' WOE ROLLS USE STAPLES OR WRE RINGS TO ATTACH FABRIC TO WIRE 2'x 2'x 14 Go WIRE FABRIC OR EQUIVALENT BURY BOTTOM OF FLIER MATERIAL IN B' x 12' TRENCH , 6' MAX 2' x 4' NDOV POSTS STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS 2'x 2'x 14 Go WIRE FABRIC OR Eq NV. ;a Fll1ER FABRIC MATERIAL N PROWDE 3/4' TO 1 1/2' WASHED GRA4 BACKFILL ON BOTH SIDES OF FILTER FABRIC FENCE 2' x 4' WOOD POST ALT. STEEL FENCE POSTS REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL "TE: '� FILTER FABRIC FENCE DETAIL O 64 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 5PUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER- ADAPTER ARRIER 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UFSLOPE SIDE OF THE POSTS U51NG HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRLC SHALL NOT BE STAPLED TO EXISTING TREES. G. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER P05T SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE EUMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE 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 PRIOR TO ANY GRADING ACTIVITY. NO CONSTRUCTION ACTIVITY 15 ALLOWED IN51DE THE TREE PROTECTION AREAS. HYDROSEEDING 1. SEED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G.,GEOTEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING). 3. SEED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARYTO POSTER AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE5, 5WALE5, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. G. 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 SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE MOST 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 WORr, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE 51TE AS SPECIRED. DEWATERING SYSTEMS THAT CAUSE A L055 OF SOIL PINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR 15 RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTORS ACTIVITIES SHALL BE HYDR05EEDED. 2. STABILIZATION OF ALL EXPOSED AREAS WILL BE REQUIRED WITHIN 48 HOURS AFTER REACHING FINISHED GRADE. 3. AREAS OVER 5000 SQUARE FEET TO BE PAVED MUST BE PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER APPROVED ARMORING WITHIN A MINIMUM OF SEVEN (7) DAYS AFTER REACHING GRADE. 4. HYDK05MD OR PROVIDE PLASTIC COVERING OVER ALL PROPOSED EXPOSED LANDSCAPED AREAS IMMEDIATELY AFTER CONSTRUCTION. 5. A CERTIFIED PROFESSIONAL IN M51ON AND SEDIMENT CONTROL WHO WILL BE ONSITE OR ON CALL AT ALL TIMES. WILL BE IDENTIFIED BY THE CONTRACTOR. TOPSOIL STOCKPILES 1. STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE POSITIVELY PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGRADE 15 EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR 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 83191, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 STRUCTURAL FILL NOTE: CONSTRUCTION OF ANY 5TRUCR)RAL FILL SECTION SHOULD FOLLOW ALL RECOMMENDATIONS or SOILS REPORT BY BRADLEY -NOBLE GEOTECHNICAL SERVICES DATED JUNE 12, 2007; JULY 25, 2007 AND MARCH 10, 2008 WET VAULT NOTE: THE WET VAULT MATERIAL TO BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP)•5MOOTH INTERIOR. WET VAULT MATERIAL MUST ACCOMMODATE H5-20 LOADS. WET VAULT SHALL BE PLACED ON NATIVE MATERIAL WITH SUITABLE BEDDING. 349.20TOW �345.20BOW 345.1------------s4e u 34-7. v 6 - 346 345 344.93 344.43 0 345 352.1 W 348.14BO 348.38 TOC ♦ 347.88 FL ♦ 3 t5 3 3 .00 Wti 3437.94 OW JR� 349.00f10W Lig , 348.00 LEGEND: N 35i.00TOW -s- STORM DRAIN E ♦ .00BOW w Roof DRAIN UNE ♦ ?.00TOW 1 34 . OBOW NEW AC PAVEMENT \ 351.0 NEW Tool OR 348.00 ® SIMILAR PERVIOUS PAVERS �1�.•. NEW CONIC SIDEWALK ■ NEW CATCH BASIN \ EXIST CONC SIDEWALK SURFACE FLOW DIRECTION MN15H SPOT ELEVATION \ EXIST. SPOT ELEVATION -xxx EXIST. CONTOURS • STORM DRAIN CLEANOUT OD o EXISTING CATCH BA51N 3s� STORM DRAIN CATCH BASINS CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2O DRAWING INSTALL CEM3ENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 INSTALL DRAWING EME2 CONCRETE 51DEWALA PER DETAIL (4-1 1) ON I.E. CB # TYPE STATION OFFSET RIM I.E. IN OUT I TYPE 1 9+09.88 16.0 RT - F.O.C. 342.27 - 338.57 (129 SW 2 0 TYPE I W1 9+20.45 34.18' RT 343.00 338.46 (127 NE 338.46 (1295 SOLID UD O 1+54.0. CA or Dfl INSTALLTYPE EI CEMENT I CONCRETEAPPROACH O EXISTING STORM DRAIN SYSTEM TO REMAIN E-51 TYPE I W/ 9+82.29 33.14' RT 342.78 338.15 029 N.5 338.15 (121W SOLID UD O 9+46.3. CIL Of TYPE ICEMENT 4 0 TYPE 1 9+82.44 53.o5' RT 341.81 338.05 (129E,W (12-) 338.05 ( 12-) 5 Q5 TYPE 1 9+82.51 83.08' RT 340.70 338.20 5 NW (89 EO © TYPE I 9+63.83 120.67' RT 340.33 - 338 ( 5F F7 TYPE I 10+64.23 83.25 RT 341.70 - 338.61 (M N 8 TYPE 2 Wi 10+88.03 75.0 RT 341.85 338.05 (129 N 336.05 (129 W 5OUD UD 335.05 (69 N 9 TYPE i W/0 10+87.47 . 3144' RT 342.85 (121 E (129E 339.46 (129N SOLID UO 10 TYPE I 10+87.13 16.00' RT - FOC 342.16 338.77 (120) 5 338.77 (12') W I I TYPE I I I +39.83 16.00 RT - F.O.C. 342.01 - 339.04 (I 29 N •015TANCE5 SHOWN ARE TQ THE CENTER OF THE GRATE UNLESS OTt1ER1h15E NOTED -DETAILS SHOWN ON DRAWING C3.1 EXISTING PARKING NOTE: SEC. 30, T17N, R2E, W.M. UPON COMPLETION OF THE PROJECT. CONTRACTOR TH U RSTO N COUNTY, WASHINGTON SHALL APPLY A SLURRY SEAL IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS TO THAT PORTION OF THE PARKING AREA THAT WAS NOT RECONSTRUCTED. CONTRACTOR SHALL RE5TRIPE PARKING AREA PER DETAILS ON ARCHITECTURAL PLANS. ISO 11 EXIST. P 2 cn s42 EXISTING CHURCH BUILDING IS,397 S.F. (FF= 344.93) 6LF 6 PROPERTY UNE (M.) D STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: 3:930:&.0 50LF 6"®1. CO IE=341.86 SITE PLAN NOTE: SITE PLAN FOR 111I5 PROJECT IS PROVIDED BY HOCH5TRASSER ASSOCIATES, ARCHITECTS FH STATIONING NOTE: r ! CONTRACTOR TO USE INTERSECTION C/L OF CLARK ROAD AND YELM AVE E = 5TA 0+00I I EXTREME CARE WHEN EXCAVATING TO INSTALL CATCH STRIPING NOTE: WATERLINES NCBASIN. SEE ARCHITECTURAL PLANS FOR PARKING LOT LAYOUT AND STRIPING DETAILS ' ' T %K PROXIMITY. 8 10 T 11 - - 2F 12`0n 342.56 342.49 V x I • y 342. 343.06 . 0 341, 8Q . • �z 1 I tl - I 79 343.24 342.50 341.57 34130 ., r 342.74 342:00 �� 14 342.56 - I a _ r I 2 341,37 3 05 Vis! 341.53 343.p6 g s 1 641.6 ._..340.87 ,` G " r 40.55 341.-- T� 342.7Q 6 I 341.05 342.46 P �s.342,20 � 340.55 341.96 .4 d 11 -- - 343.83`"' 342.28 3' 41.37 � 42.0 OLP12'®0.�# co co eo c jr 341.53 x343.33 341.78 g 340.8. M 41.03 343.83 4 I� 343,33 - `\ gy 12 .5% IE=333.40 5 IE12" 338.05 1 w a L o �_. tll I'' , •� SEE DRAWING C4.2 1 _ FOR FRONTAGE CO ly I : IMPROVEMENTS t 00 N �s 342.36 342.29 -- 3 341.86 341.79 a! l � sLn I 342.36 42.29 � � � O 341.86 41.79 �`• I.I IRR \ i 07 $ Ntl I .. I ' II� IE "-33 • I i I F 12"�wVr` e Ej 1E 12 111 7 i u 335.65 IE 12"=335.65 t8 343.80 s O. SWT IE12"=338.05 II o IJ %� "�•� 343.45�I 343.76 343.1 34270 Ln M 1i tlli' 342.95 a 34 34 4: -.20 )) ,�,�� i '� I li I CONTRACTOR TO USE EXTREME CARE WHEN EXCAVATING TO INSTALL CATCH BASIN. WATER LINES IN CLOSE PROXIMITY. ! GL�t__GG' ,. 343.90 1t 342.59 343.28 342.87 343.40 343.09 342.97 342.37 C0_ 341.59 344.40 14 9 342.78 8 343.90 342.47 3LF 6 PVC ®1.0% .' 4 C CO lE=341.36 aw 343.02 -' 342.52 ; - _-- 343.93 1 IE=341 30 3tt 12 345.QOTOW 344.60 -F 2� r I) 15 345.00 OW 1,3 344.00BOW 344.10 g 17 344.00BOW 343.20 TOC 110 cP 347.18TOW �•) END OF WALL 342.70 FL I 344.18BOW O1 CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2O DRAWING INSTALL CEM3ENT CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 INSTALL DRAWING EME2 CONCRETE 51DEWALA PER DETAIL (4-1 1) ON OINSTALL (3) - 98 LF 50 WET VAULTS PER DETAIL (1) ON DRAWING C3.1O CO DRAWING C3T TYPE I HC RAMP PER DETAIL (F-40.10-01) 12 CONSTRUCT FRENCH DRAIN PER DETAIL (1 5) ON DRAWING C4.5 18 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL O SCONSTRUCT 1 15 LP X 22- WIDE X C-740 OR APPROVED EQUAL PER .5' DDEL ( INFILTRATION 2) ON DRAWING GALLERY5 ORMTECH L RY WITH O CONSTRUCT NEW CONCRETE PAVERS SECTION PER DETAIL (20, 21, 22) ON DRAWING C3.2 13 CONSTRUCT ON DRAWING VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (2 1) 17 INSTALL CONCRETE WHEEL STOP PER DETAIL (I 6) ON PORTS AND ACCESS RISERS FER PLAN AND DETAILS (5) AND (6) ON DRAWING C3.1 O 1+54.0. CA or Dfl INSTALLTYPE EI CEMENT I CONCRETEAPPROACH O EXISTING STORM DRAIN SYSTEM TO REMAIN 14 CONSTRUCT RUSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3.1 PER DETAIL (4-9 ONN O 9+46.3. CIL Of TYPE ICEMENT 10 INSTALL TYPE II BARRICADES PER DETAIL (1 2) ON DRAWING C3.2 15 CONSTRUCTC2 ROCK WALL PER THURSTON COUNTY DETAIL ON DRAWING 19 CONSTRUCT 5 DRAWING DCT TYPE BSIDEWALK RAMP PER DETAIL C5TA ONCRETE APPROACH PER DAY. INSTA DRAWING I (t) N 20 Z SCALE all 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 PROVIDES ACCESS R.15ER DETAIL THI5 'It MN15H GRADE 6"0 PER SET. STORM PROVIDE 36'0 ACC€55 RISER PER DETAIL THIS SHEET. LENGTH PROVIDE 36'0 ACCESS R15EK PER DETAIL THIS SHEET. BOTTOM INLET HAMBE 5EE TYPICAL PAVING 5 DETAIL ON DRAWING C 12"0 PVC FROM MANHOLE #4 It = 338.05 36'0 ACCESS RISER STANDARD UFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCESS FRAME AT TOP OF ACCM RISER - t5LF --- 12'0 FVC 5=0.0 FT/FT It = 335.05 12'0 PVC 5=0.0 FT/FI It = 335.05 - 60"0 H20 -RATED CPEP 5MOOTt1 INTERIOR WET VAULT ® 5 - 0.0 PTJFT. It - 334.05 1 WET VAULT DETAIL _ SCALE: N.T.S. 12'0 PVC ®0% It = 338.05 -334.05 48'0 TYPE 2 CB RIM - 341.85 IE IN = 338.05 12' N It IN 335.05 Go It OUT = 336.05 12' W :WET VAULT DRAIN DETAIL SCALE: N.T.5. WIVANIEWF IN1fOMLeASE wiN,IIMM ••a9APrl�r�l Rli �1T PT RPEaWBe«Im 1 9AY1E BASE AIaPAR TYPE 2 CATCH BASIN 7SCALE: N.T.5. E 12.0 PVC 00.5% TO INFILTRATION GALLERY It = 336.05 12"0 PVC TO MANHOLE #8 It - 338.05 6'0 PVC TO MANHOLE It = 335.05 O PROPOSED PAVEMENT 5ECTION FILL (TYP.) TCTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM NUMBER LENGTH WIDTH BOTTOM INLET HAMBE OF ROWS 2D` w 2T ELEV. ELEV. 5G740 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 1111 -III -II MIN. 0.25' ACP PATCH -{ F- 1.5' OYP) 5'0 CPEP ACCE55LADDER 5 ACCESS RISER DETAIL SCALE: N.T.5. nPrLN 1. MCLT•Bla mgiWPMMe1�IWpW Y4'«Y•fi z TreaWmm orw PPwM wm w•mq ao Ww•Marmrrr dmmp a Tn nWal•Mmamna me mylraWlrO aa,ar aWlr•w«mw.. Tro awlm mer d mm m y..e1.+.nn..eF.. a Ifr1•tl7La Yli mw BMW+ pkamsafz mY•mmb2.B'nw•naa PmAY Wtb'RAemim WPbraDWN tlmkiPMmilMr NtlW «1WeafticpM Arw M� 4hMWra�aMLWWWrMI•W maW alepNnwWmelma.M CATCH BASIN DIMENSIONS �, T,kGllaie _MWNN Nlpaiee CQNRET DPW a W6al. M•MIM WITARM BETNEEN BBYNifOBfJIB B1R1. V2 NPN.H OtlEC110N NNOMORIT 2A• 2D` w 2T 3w 5A• SIP maNawl" wram Isms NI•MMLauni W A• C a8' P OTa 016 511 L8 a• 4Y' 6 a,9 a,9 OV P 8' CC r Offi Ota Y! e C rm Ir Offi OTA a• a Y!' 111' +r Offi aA Ee r ,z a• +r 6ffi oza _... _.. PIPE ALLOWANCES M,,H APE MATDUW. VWm NAwMUIdimim IM61pE pMMthER Na MATaaeu. CQNRET DPW a W6al. INUk MS• 2A• 2D` w 2T 3w 5A• SIP a ar T!• Ob eD• a u sa• ae 4r Tl A2' 64, dY SP Mb Sa" N SO' ST SP Ab pC W TY m' w Aa' (D Dm,p,W PRIya61YW 91ma Bws ARW (eN smA BOL]) Md Md span 9T,a(m taePc •05+2 L a Wr°AaNI `� �II eN1xs .ur .nor (CATCH &ASMI TWE 2 STANDAM BLAH 6114.20,00 61HI, OFt WIEr ARBom IM A�IGT61r, lbo1M1 /••NrIYw •Small CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3" ASPHALT CONCRETE PAVEMENT " CSTC(NATIVE SOILS) FF2 _G BALLAST GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL 5CALF: N.T.S. ya IT�=_ I_ NOTE: OPENING IN UD FOR USE OF MANHOLE HOOK 15 REQUIRED. PAVEMENT FLOOR BOX FRAME AND LID WIS.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP CLASS"C"CONCRETE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE SpA"yA'r]A',]c.]C.�cCCCA'r��rti CACCPA'PA}�e'P�i •moi • • • .• •�.i�•iA STmMTECH LLC CONCEPTUAL PLAN DISCUNER crvr-:sr FRAREAND VANED GRATE R ta• PROM T TVaf as eAR FN10P6 FM 12' NEIfMR as PRECAST BASE SECTION 3 TYPE 1 CATCH BASIN SCALE: N.T.S. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE MIS STDRIAWN MANOM SYSMM UYOUT WAS FRODUCED TO DEMONSTRATE A SED LAYOUT MAT WLL HANDLE ME DMON WLUME USTEO Pa W THE BONG, HT AND PPPIICASUTY 6 ME StONMMM MAMWR SYSTEM Fm MIS SPEOM P CT HAS NOT DUN DEIMINm. IT IS THE ULTEATE RESPCM ROUTT OF ME DESIGN ENGNEM TO ASSJRE MAT THE STOMAWATLF S'STW DESIGN IS Al Nil CONPIIAHM WTH ALL APAICARE YAWS AND REGIUMNIS. STa JAMOH PRmUCTs NUST HE DESItl AND INSTALL IN ACCORDANCE WM STO M1E(H'S MMIAW REWIREM M STOROMM LLC DOES NOT AMMOA PIANS, BONG OR SYSTFN DESIGNS. ME DESIGNING MONUR IS RMONSn FOR ALL DESIGN WaSONS. INFILTRATION GALLERY INSPECTION PORT DETAIL N.T.5. ` NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUAI PIPE ALLOWANCES MAI�DM Na MATaaeu. N•D• DAICiMI REINFa DOR ,r PWN WICKETS ALMU&ME +6" CPa6P5 r (alo_ $Pm 9*5`m 8IXIDWLLP fa" (S'ID. SPEC, 906'1](+)) MOf6EMLM ,s (STD. SPEC. 60.612(2)) • corouoArED P STDRM SEPsePpE W IHR EAMX O F5l :�" 1. AS soceplaW B1MmaA+m m CI• Mbar gime, N the PRECAST BABE SECTION. Sbe a (placed arxardk u to fire SWKWd SPe3lmlbw , or rinINk• mash I1BYh1p a mownmraa of 0.72 shown ED&ALTERNATIVE •MTI h• PRECAST SIB SECR N, WkeuIrM r wh ahown t McInSHIA PRECAST BASE RECTION, Wke mpol dlal MIA he plemd F Ola glodm(Ila 2. The Woo MOI•diwnslordwilnotbegladerthm2P.nmcloulsde0 h••eewaEaideew Orr minknum to, 2$ mmdnum PMVUB91.8' mYlYeum gBpbEMa thaknodmldwalmddwoulBlda OFUWpltpe. AR6r 1M PIPs 6lnaleletl. 111414 gopwllh)dm anter Inamorderum we Sn+dsw Speconlbn SOLS. 3. The maabnun DOPED imm ere fldehad Wade to to lowed pkle hart MEN he 9. 4. The tame and gmtemay be Healed w1• Cn Gangs up Prdown. The home rn•T be me kit the aQuehnam aeuflwh. b. The Pmasd Oaee Socil , my have a rowded BDor, end the wills may be doped at e We of 1:24 Or deeper. 6. The m nk+g Baal beimasued at the tv of the pease bme aecdon. T. All pkkp hubs "I be grmAed full old 111E WIND ho beer+pNmL SF£ NDTE 1 ALTERNATNE PRECAST BASE SECNON CATCH BASIN TWE 1 STANDARD PLAIN 11.6204 61tr, vi Ban AR11w®rQ9nA TON M•ndd1 Poonflo P Dema PAVEMENT PAVEMENT GRADE 5ECTION I.Ce� O.5 COMMERCIAL CONCRETE '', RECE55ED HANDLE TYPE COVER OR OLYMPIC 6' NOW FOUNDRY UB -950 PERFORATED ItltlUS11447 PVC PIPE 5' njL OLYMPIC FOUNDRY 10" INLAND 0, UN INLAND FOUNDRY #248 VALVE BOX WITH W4• 'STORM' CAST IN LID COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N.T.S. 9 I.CIVICIV I �.VIVIiRC T C Hrrl`CVFil.At1 SCALE: N.T.S. MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 o m -- Is EDGE AROUND EACH PANEL BROOM FINISH s �F� yry9E EXPANSION JOINT"''-41ftE MARK JOINT' PLANTER STRIP (AS REOA CURB & GUTTER I SIDEWALK PLANTER STRIP 5' MIN 2% R-1/2" TYP_ 4" MIN. NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8' THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORMANO STOCKADE INSPECTION REQUIRED BEFORE POURG CONCRETE. YELM 3. SCORE MARKS SHALL BE S1/8- WIDE BY k1/4" DEEP. FOR CITY PE LIC SIDEWALKS OVER B' IN MOM, A LONGTE DINAL SCENE DEPT. OF PUBLIC WORKS MARK SHALL BE MADE ALONG CENTER CL WALK, CEMENT CONCRETE 4. EXPANSION JUNTS SHALL BE INSTALLED IN CURB AND BVI LSIDEWALK V ID EI�W A� VLIK� GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. ESP ARMOR JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATORS AS MM IN CURB ANO APPROVED DWG. NO. GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND_ t GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER, PUDES WORKS DNRECTOR CFO, DATE DDAR " JEG 5-C S -C 5-C 10/3/94 10 CEMENT CONCRETE SIDEWALK SCALE: N.T.S. BIMTNaT (m pAm RETURN RN arra !J ICOW KRWP TII PIANVM LAYOUT 1 NB: NOTE a BECOME OA nMvRM LAYOUT 11 eRENela a E91N PSE PNMIElFN SE ONES VIMNeN DEEAM) bl { Yater lesNarnOE � tl-PMN. bl 11 gr/ CemD CaNCrmre NONwix BECTa1 O sa wNL� � . awNr coraNale_ WmlVALa BEC7IMR (O� SIDEWALK SCALE: N.T.S. I s -U 4m I a-0 IDN I. I 1 I 1 'a .:1 1 R/W R/W 10 5fi_ 10 N N y m� 5 ] 16' 16 Y 5 / caM'raaacRare z 7 0 A x y WIT y VARIES "zzkp VARIES m 92.5' 2s 0 - M1^ "0 2% p+- A% '2% 27 CEMENT CO NIU BARRIER CURy AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS NEIGHBORHOOD GENERAL NOTES: "ON ( COLLECTOR i . NO STREET" PARKING PERMITTED. 2. REFER TO RELEVANT SECTIONS OF THE _ APPROVED DWG. No. DEVELOPMENT GUIDELINES FOR ADDITIONAL �- c INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECT. DES. Dvm_ cK 0 e-elwFv.owc 11 NEIGHBORHOOD COLLECTOR SCALE: N.L5. smeinx� qT E2 NANYBM TAYORT3 of Noss ARE 00 DUAL) DIE ctm Y'I, AT FATE OF aT1M T -P moN91A oollpe:lE J � . l nANveW SIDEVMA" RAMP TYPE 1 PDRUNOMI &ii TYPE 1 WITH LAYOUTS SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 3'-9 3._5.. L -PLANTER VARIES ROW SIDEWALK AT 2% 1 IFS U-11 1 _I ILl=1 ,Ij"'11�1- gUil 1 T fll L Ll I k' I T6� ��Ir tl � T� �i' N4 I L I I L I -: 111,"I 1�311IiI 1T IIL��III� LILT L;� j�.F 3 I" OLA. BREAKAWAY FEATURE DRILLED PARALLEL TO SIGN FACE IF POST SIZE EXCEEDS 4 X a Tr7 ITNtI �l� SEE W.S.D.O.T. STH PLAN DETAIL �F-� �T�FLI (11 '� II III I,U- G G -4a FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERALNOTES: L MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUDGE, AT AN ANGLE OF 45' TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS Or THE SIDEWALK. 4. CONSTRUCT BARRICADE PER DUTCH) TYPE 2, SECTION 6E60 TYPE I, II OR III BARRICADES. BARRICADE TYPE II SCALE: N.T.S. NDTW 1. The bosom of $m HIEQ shd bm a bwtmea (not b eMNaW rf 2%In z. yTdLRWTrO TYPO 1'mq. Tho burn Wm d w mat exltle Ow melacent Curb (ar taub & QUdlar), W SldmwL 3. Rano slopes dill not be eNeperthm 12111 W. ToIMffwft 1mfttl 11 wnpposedopase11dnotmdsd29 s. Aram pbybOOsMEBe sEIISMeA )mIOBNl sops ppM abquilpr h BWdofrmflp ureses mos. s. Opb & GtAw b drm1, eeeBm CpntroctPWla tar tAo wb dsbl EMAN& Ow SbndNd Plmr F10.12 braeb deal. 7. Sr Stmdmd Plan FmW.10 brakbwdL 1*0 pbmrem Nd dkWK A■ RID At Al Ji a MM MAL A ler 3W ��r1AN r '� C 7/1tl 19M 1 mr THE PATTERN AREA SHAT m TIM OarNLOWNDOLOR DETECTABLE WARN0* PAT nm DITAL kmxm IRICW@M SIDRWALK RAMP TYPE 1 Ile LAYOUTS STANDUm PLAN P4D.TD-01 altar 1 CF1 NST ATFROYMPo NmUpO /ttnB Hatudebw 1044 Ma,. iw use $Wawp a Nae aeOe�rneeFeeb ASPHALT CONCRETE PAVEMENT FIN15H GRADE 1/`- 2" C5TC /\�//<��'�/�''/,��/�� `9' BAua517 COMPACTED NATIVE 5U56RADE OR APPROVED PILL • COMPACTION TESTING REQUIRED FOR 51,10GRADE. r ALL THICKNE55E5 ARE COMPACTED DEPTH5. TYPICAL CLARK 13 ROAD PAVING SECTION SCALE: N.T.S. 3" ASPHALT CONCRETE PAVEMENT 2' C5TC (NATIVE 50115) FIN 5HL I) GRAVE 61BALLA5TVA AAAAAAA A NATIVE 5UBGRADE OF APPROVED FILL COMPACTED TO A MINIMUM DEN511TY OF 95% OF A5TM D 698 ONSITE TYPICAL 149ASPHALT PAVING SECTION_ SCALE: N.T.S. 4" 2 1/2" 9"3 I _. (2) B3 BARS O " _MIN / 13/16' DIA HOBS 3:1 5AND K CEMENT 10' MAX GCONCRETE CURB ROUT I' DEFfH NON -SHRINK GROUT 2' CLEARANCE MP) - I--- (2) N6 BARS J 16 WHEELSTOP DETAIL SCALE: N.T.S. NNMUSPCmFOF5a1R RNMPV f NL ---------------------- atm RElUe1 3 e I � \''� LaawracxcRETE _ (�\ agEa,x RF1F TFP48 \- Y vEU=N4E WYaNN ` I PnTlalel flYPJ RAMP CpIIEPINE C '//) -J RISE DETW � I Daaarrcprae:TE „ / / Irfucsr NFs1 /etre 1FrP.1 SUFFER STAR LIWJ S C Y JC I,W� Bali FOR = y §' DURBREfpN RAMIb Dow A f NDawi1ATB�ywiwEs�e-/ FmA k SIDEWALK RAMP TYPE 3B T LAYOUT CUTW Ry9DRT DETAIL z-rc-ceTEmAeLT: vaaxNq r -Pam W -r NM � PATT£Far pEe nETNy cFiruTTDor4.Td-IR luwP mEVW.X/4Np44 Ty,yd, a I-plml rOPOF afAENTl�� leEE e�Iq. WSW FIFA �'DUPBi ODTI@ RFE 44TE W BECIION ( B ISEENDTES) S-WRAMP 4AMPIP 01 our C(IYP,1 pEDET:r DBER" mAp atm iSFE SIA NM Ft0121 T° SEI'M1N O SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. �e .04 STORM CLEANOUT IE=341 .36 NEW SEE ARCHITECTURAL ADDITION PLAN5 FOR DETAIL WASHED ROCK PF=344.93 TEIN F MIRAFI TYPE 140N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL v� NOTE: IN51EALL FILTER FABRIC UPON COMPLETION OF TRENCH. I FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 12' MIN. FABRIC UNTIL LANDSCAPING 15 -.. COMPLETELY ESTABLISHED. 6" PVC ® 1.0% 5EE ARCHITECTURAL PLAN5 FOR ROOF DRAIN CONNECTION DETAIL 15 FRENCH DRAIN SECTION SCALE: N.T.S. e I/c FACE OF CURB 6 1/2' 5 1/2" 1' 5 1/2' 1 • FACE OF CURB I" R. 1/2' R. �I"R MATCH S ROADWAY TOP OF - / SLOPE D ROADWAY D iD / 1/2, R TOP W ROADWAY _ D •D "D CEMENT CONCRETE TRAFFIC OCURB & CURB AND GUTTER 1 ( SCALE: N.T.S. 6' ECO -LOC _CONCRETE TIiTI ,; ° .; HTI= PAVERS 11OTE3 1. The balbm of the ran 9W haw a Wwl area (not in eMew of 2%m any direction), W +, W. 2. The Type 38 Ramp Layout requiw es (2) of IDN bid b w 'Ceront Conc $Newek Romp Type 36' TA6 blo Nen dow nal Include On Sgacent Curb (W Curb 8 GUIDO, fie Skbeilk beMmn Rmrq, or Us Ca here Core Redeem Cue 3. Ramp dopes dId not be swper dreg 12HAV. a AVOW ptaaro drainaBm skuc uree, RDIEUD bmNe or ds abNlu aanW b bud of ramp otom a1er. G Cum a dab k ehper, Well tlN Conked Ass ft IH pea deftn spooled SYVads,d Non R-10.12forapbdWlb 6 See SM. Plan P.90.10 Tar MaenelL iabt plATsrmnl mq dNdb A NUIP m7w, AlPIM a I DIRS MTTERMAREA SI4V1 NEVATIOX eF rELLAVNOIXIM DETECTAML.E WATMMG PATTERN CEfAL LxHILS AYLV512G 200r 451 fill SIDEWALK RAMP TYPE 38 TEEM LAYOUT STANDARD PLAN P410.1400 &N£i, OF, 511FET APPA]rDo FOR R,NIGppy KL�1i� Y-O7.Ol '--•adawaF.....aT.BUZ ° Fi u'oT n 4 0 0 TYPICAL PAVING 5ECTION (SEE DETAIL, THIS SHEET. 20 FLUSH CURB SCALE: N.T.S. G. 1/2' R - - PERVIOUS PARKING LOT SURFACE N A VERTICAL FACED 21 CEMENT CONCRETE CURB SCALE: N.T.5. ECO -LOC CDNCRE(E PAVTRR A9 1' MIN., 1.5' MAX. MANUFACTURED BY MUTUAL MATBt I CO. RN49H GRADE VERTICAL PPLO CURB illllllRuull,' TYPICAL PAVING a o RECTION DETAR. The ,� NP.TIVE BUBGRADE 5HTJ FU13H CURB\f (Rff DETNL/j\J��i V THIR RHT) A��V A -�� '. A5TM ND.O BEDDING 4' ASTM NO.I-1/2' WA51115J 12' ASTM NO 2uEUB� 9�E ��,� "/<i /,C/ V I/�V AI �V��CgAPAL'IED T095%KW. 22 CONCRETE PAVERS SECTION A -A LL SCALE: N.T.S. MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 s -U 4m a-0 IDN BLFPER etmi 1 LLYD. / 1YMOF zA MAC � RonDNTr �"T� / caM'raaacRare x 8ECTEBN Sp cumeo,mER CUTW Ry9DRT DETAIL z-rc-ceTEmAeLT: vaaxNq r -Pam W -r NM � PATT£Far pEe nETNy cFiruTTDor4.Td-IR luwP mEVW.X/4Np44 Ty,yd, a I-plml rOPOF afAENTl�� leEE e�Iq. WSW FIFA �'DUPBi ODTI@ RFE 44TE W BECIION ( B ISEENDTES) S-WRAMP 4AMPIP 01 our C(IYP,1 pEDET:r DBER" mAp atm iSFE SIA NM Ft0121 T° SEI'M1N O SIDEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. �e .04 STORM CLEANOUT IE=341 .36 NEW SEE ARCHITECTURAL ADDITION PLAN5 FOR DETAIL WASHED ROCK PF=344.93 TEIN F MIRAFI TYPE 140N NON -WOVEN POLYPROPYLENE FABRIC OR APPROVED EQUAL v� NOTE: IN51EALL FILTER FABRIC UPON COMPLETION OF TRENCH. I FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 12' MIN. FABRIC UNTIL LANDSCAPING 15 -.. COMPLETELY ESTABLISHED. 6" PVC ® 1.0% 5EE ARCHITECTURAL PLAN5 FOR ROOF DRAIN CONNECTION DETAIL 15 FRENCH DRAIN SECTION SCALE: N.T.S. e I/c FACE OF CURB 6 1/2' 5 1/2" 1' 5 1/2' 1 • FACE OF CURB I" R. 1/2' R. �I"R MATCH S ROADWAY TOP OF - / SLOPE D ROADWAY D iD / 1/2, R TOP W ROADWAY _ D •D "D CEMENT CONCRETE TRAFFIC OCURB & CURB AND GUTTER 1 ( SCALE: N.T.S. 6' ECO -LOC _CONCRETE TIiTI ,; ° .; HTI= PAVERS 11OTE3 1. The balbm of the ran 9W haw a Wwl area (not in eMew of 2%m any direction), W +, W. 2. The Type 38 Ramp Layout requiw es (2) of IDN bid b w 'Ceront Conc $Newek Romp Type 36' TA6 blo Nen dow nal Include On Sgacent Curb (W Curb 8 GUIDO, fie Skbeilk beMmn Rmrq, or Us Ca here Core Redeem Cue 3. Ramp dopes dId not be swper dreg 12HAV. a AVOW ptaaro drainaBm skuc uree, RDIEUD bmNe or ds abNlu aanW b bud of ramp otom a1er. G Cum a dab k ehper, Well tlN Conked Ass ft IH pea deftn spooled SYVads,d Non R-10.12forapbdWlb 6 See SM. Plan P.90.10 Tar MaenelL iabt plATsrmnl mq dNdb A NUIP m7w, AlPIM a I DIRS MTTERMAREA SI4V1 NEVATIOX eF rELLAVNOIXIM DETECTAML.E WATMMG PATTERN CEfAL LxHILS AYLV512G 200r 451 fill SIDEWALK RAMP TYPE 38 TEEM LAYOUT STANDARD PLAN P410.1400 &N£i, OF, 511FET APPA]rDo FOR R,NIGppy KL�1i� Y-O7.Ol '--•adawaF.....aT.BUZ ° Fi u'oT n 4 0 0 TYPICAL PAVING 5ECTION (SEE DETAIL, THIS SHEET. 20 FLUSH CURB SCALE: N.T.S. G. 1/2' R - - PERVIOUS PARKING LOT SURFACE N A VERTICAL FACED 21 CEMENT CONCRETE CURB SCALE: N.T.5. ECO -LOC CDNCRE(E PAVTRR A9 1' MIN., 1.5' MAX. MANUFACTURED BY MUTUAL MATBt I CO. RN49H GRADE VERTICAL PPLO CURB illllllRuull,' TYPICAL PAVING a o RECTION DETAR. The ,� NP.TIVE BUBGRADE 5HTJ FU13H CURB\f (Rff DETNL/j\J��i V THIR RHT) A��V A -�� '. A5TM ND.O BEDDING 4' ASTM NO.I-1/2' WA51115J 12' ASTM NO 2uEUB� 9�E ��,� "/<i /,C/ V I/�V AI �V��CgAPAL'IED T095%KW. 22 CONCRETE PAVERS SECTION A -A LL SCALE: N.T.S. MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 " GENERAL NOTE5 (SANITARY SEWER MAIN INSTALLATION) GRAVITY SEWER UNE I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE M05T CURRENT COPY OF THE STATE OF WASHINGTON - STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (VW5D0T/APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION 15 TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR 5HALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND ' PERMITS. 'g 4. A PRECON5TKUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YEIM 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. 3 G. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY YELM DETAIL 6-3 ON DRAWING C4.5. LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. - 7. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO I B" UNDER THE PROPOSED FINISHED 5UBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ASSEMBLY FOR PER DETAIL 6-17 ON ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, T BROUGHT UP AND TIED Off AT VALVE BODY. TAPE SHALL BE TERRA TAPED' OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE III I + .III CONTRACTOR. 8. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CARE BACKING MARKED ROWER.'. 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 RESPON515LE FOR MAINTENANCE AS REQUIRED. 11. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INMLTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PLANTS) 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 I .) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 16. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CIN OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND IN$PECTION5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CIN SHOULD REQUIRE A SEPARATE'ON-OFF' SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE LSP 125, 30MM PADLOCK, 19. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) 5.5. PRE55URE TEST D) SERVICE UNE PRESSURE TEST E) FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRE55URE TREATED. 2 1. AT THE END OP ALL STEP UNE 5TUB-OLITS, SHALL HAVE A 4' X W F05T AND A REBAR SHOWING THE END OF THE UNE. NEW STORAGE BUILDING. �r SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEINER EASEMENT UNE STA 9+45 65. 180.50 RT - EXIST. PARIRNG \ I �\ 1 3w INSTA UCSD PRESS RE BACKFLOW IS IR •R DET,�IL 6-4\7 ON \. r D N (jf} 01111 NEW PARKIN LS EXIST. C 1/2' WATER UNE NOT LOt'.ATFI) VIA ' RAPHICSURVEY ESTIMA lER_ �/// _ I. OWN BPI75EDlON B(I5TING� f -- U111( IN nqN. rlourkACPOR j , i tIPY (�TIO�N P�21�0R� TO 2 ♦\ 8 I ( I EX15T I w, w v LIF- l2' PVC +341. / ! moo♦ � \ APPRC ALIATF s F EXISTING St`7CD�R D EREPROVED PROPBCTY UNE (TYP.) ♦ EXISTING CHURCH BUILDING \\ 15,397 S.F. 73 STEP PUMP CONTROL PANEL MOUNTED ONi HOT DIPPED GALVANIZED UNI -STRUT. ♦ �� I 35 LF - G' PVC ®1.2% \ , t NECf TO BUILDING ♦ �� I � _ LE.=341.43 14 RooO@ BMW. WELL tI xw- 005TNG /- WHLTO BC AMNION®P9t 00E5TANDARD9. s2s♦ �♦ v,v - - - 40 Uff IS LF - I I/2' H4( APPROXI rf F LOGA710N f5 EXISTING TF DRAIN _LC, TO BE REMOVE) SEE SHEETS C4.1 THRU C4.3 FOR CONTINUATION fi 427 LF - W 5DR 21 CL200 (690 ( v 3 I � I jT 9I 1 28 LF-2'PVC SCH 40 SMT I T : I ILII 10 LF- 2' PVC I ! !I 5DR 21 CL200 (GEfl * �I 9+27.00, 32.44' RTS �� + TSTAit s o L3O LF 2' weR-s@ sv 2_ - 5 51. T RT 9+49.65 18450 RT a I=, 7 f� �i I _■ I l 4 I Il 41 ) I I EX15TING FIRE HYDRANT TOE iMll# H1 j I MLeCATED, CAP, TANG T NEW HYDRANT LOCATIOI REMOVE OR CO I� i R I v ABANDON REMAIN ilE^N (j 33 _ I.-tfYDRANT _ ..-,,�� q A-- E-- -STA-111 +49.50. STA11+49.50. 184:50"RT U STA I 1+51 50, 186.50' RT I11I VS np ,J ]i F all i93 SEE STEP TANK DETAIL (20) ON DRAWING C4.5 RIM = 344.01 I.E. = 339.04 I.E. = 339.93 5EE MECHANICAL PLANS FOR CONTINUATION 04 NEW R.O.W. COMPOSITE UTILITY PLAN NOTES: OI INSTALL I -1/2'X I-I/2'X 1-112'TEE OINSTALL 45° BEND OINSTALL 90" BEND 4O RELOCATE EXISTING FIRE HYDRANT OINSTALL 6" X 6" X G" TEE O6 INSTALL G" SEWER CLEANOUT PER DETAIL (7-7) ON DRAWING C4.3 O7 INSTALL 45° STEP BEND WITH THRU5T BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 OB INSTALL 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 5L OR PIPE SADDLE I I INSTALL 4" SEWER END OF UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 LEGEND SS GRAVITY SEWER UNE STEP SEWER UNE -SI - -- 11 EXISTING WATER UNE v PROF105ED WATER UNE - A55UMED WATER UNE ' 45° BEND (WATER) U 90" BEND (WATER) + 8 SLEEVE SEWER AT TEE WITH THRUST BLOCKING (WATER) - WF - 2` CROSSING ' \4 = 45° BEND WITH THRUST BLOCKING (SEWER) 27 LF 2' PVC 5DR 21 CL200 (G5P) co 5ENER CLEANOUT l STEP PUMP CONTROL PANEL +� N SEWER GATE VALVE �I NOTE: TEST OF ALL BACKFLOW 1ASSEMBLIES ARE NEEDED E AND A COPY li OF THE REPORT SENT TO WATER DEPARTMENT Taj PUBLIC WORKS II 901 RHOTON ROAD 1 ! 0 YELM, WA. 98597 EXISTING 8' WATER UNE EXISTING G" WATER UNE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUQION 6Y: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL E%PIRE5: 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 I I� II l +1 I i31 NEW IRRIGATION METER PER CITY OF YELM DETAIL 6-3 ON DRAWING C4.5. REDUCED PRE55URE BACKFLOW i I ASSEMBLY FOR PER DETAIL 6-17 ON T DRAWING C4.5. III I + .III I I EXISTING 8' WATER UNE EXISTING G" WATER UNE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUQION 6Y: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL E%PIRE5: 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 FA 5TA 0+38.30, 24.60' LT - CONNECT TO EXISTING 8' STEP MAIN. IN5TALL 8' X 4' 5TAINLE55 5TEEL TAPPING SLEEVE WITH THRUST BLOCKING. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING CITY OF YEL M 5TEP UNE PRIOR TO ANY C0145TRUCTION. NOTIFY ENGINEER IF ANY DI5CREPANCIE5 TO HORZNERT. LOCATION BEFORE PERFORMING THI5 WORK. I �K%5fih C.V. i 5 aPpre�e %Mw �t ly I (,;roTM %1 t q� 5cw•r CraSkrn9 Oh y4IM fi✓i . 5TA 0 42. 12, 21.66' LT INSTALL 4' STEP UNE GATE VALVE (MJ X MJ) PER DETAIL (7-21) ON DRAWING C4.4 CITY OF YELM UMIT5 UNE D(I5TING PAINTED 0 ROAD CENTERLINE ` r 5AW CUT AND REMOVE ASPHALT. INSTALL SEWER—SND REPAIR PER DETAIL 7-3 ON DRAWING C4.3 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 21:� 2% THEN TRENCH FOR 5EWER IN5TALLATION. RE5TORE TRENCH PER THURSTON COUNTY DETAIL 6-H ON 5HEET C4.5. OVERLAY FULL LANE WITH 2" COMMERCIAL HOTMIX ASPHALT. STA 2+45.49 CITY OF YEUv1 1 THURSTON COUNTY STA 5+00.00, 5.d LT Z I145TALL 4' STEP LINE GATE VALVE Q 1 .UNE (MJ X MJ) PER DETAIL (7-21) ON STA 7+00.05 PNE UQ __--_ R.O.W I DRAWING C4.4 Y �' Z __ {.1 Hd _ C —$ _2 a_ nOO *-- - SRP STEP Shi? STEP STEP --r—� SIIEP 57EP 1' ---- _----------- -.__ 5TA 0+69.32, O.d LT/RT 1 INSTALL (1) 45° BEND WITH THRUST BLOCKING O BEGIN STEP UNE TRANSITION ROAD STATIONING PROM 5URVEYED 5ECTION UNE .1 _ s N 0 7R - I ,3 19.66' a+ao 5+00 c+m — - — -71 Lu Al J EXISTING d P I Q STA 3+22.47, 5.LT/RT E.O.. UNE R.O.W. UNE \ END STEP 5' LT TYPICAL OFFSET OF PAINTED ROAD CENTERUNE TRANSITION W W THUR5TON COUNTY CONTROL POINT #6644 CASE MON. 2 1/2' T.C. BRA55 CAP IN CONCRETE. 5HOWN 1/4 SECTION CORNER FROM SURVEY WITH COORDINATES 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 104 5+50 6+00 6+50 7+00 KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAYS PRIOR TO WORK AT INTERSECTION LEGEND SS GRAVITY 5EWER LINE STEP SEWER LINE SRP ----- - - -- �---------- EX15TING WATER UNE w PROP05ED WATER LINE 45' BEND (WATER) 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) O O Q 000l �� a Q) <U i DI g a IX15TING ELEVATIONS 1-- 345 d w CROWN OF THE ROAD—. - Z 1345 - - -- - - - - - - O Uuj 0z `-"'---- --------^- ---- --- -------- -------- -------- -------- -- ----- - - - - - - - - - - - - - - - - - - - - - - - - - --------� -------------- .5TA 0+38. 24.64 LT 340 MATCH INTO EXISTING j (340 - cowRAcrok TO VERIFY PIPE DEPTH 4 LOCATION z z i 40 LFf 4'0 5TEP UNE b I i I 427± 4 STEP UNE 431 LF+ STEP LINE SDR 21 C L200 G5P 335 5pR 21 CUZOO G51F 335 8 W — l0 Niz 01 — — a0'I OI 01 m� OI O O N 1 m min N N M330 330 ci c 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 104 5+50 6+00 6+50 7+00 KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION 51GNAL 5UPERINTENDENT 3 DAYS PRIOR TO WORK AT INTERSECTION LEGEND SS GRAVITY 5EWER LINE STEP SEWER LINE SRP ----- - - -- �---------- EX15TING WATER UNE w PROP05ED WATER LINE 45' BEND (WATER) 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRUST BLOCKING (5EWER) ro 5EWER CLEANOUT w STEP PUMP CONTROL PANEL N 5EWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: DATE: _ DEVELOPMENT REVIEW ENGI NEER APPROVAL EXPIRES: ---ter Z --'.r 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8-W 1, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON STA 9+27.00, 7.23' LT I STA 7+00.00, 6.5' LT INSTALL 4' X 2' REDUCING TEE 5L X 5L X SL STEP UNE - WffH THRUST BLOCKING BEHIND TEE STA 9+29.96, 7.24' LT GRIND 21± 2% THEN TRENCH FOR SEWER INSTALLATION. RESTORE TRENCH PER THURSTON INSTALL 4' STEP UNE GATE VALVE I COUNTY DETAIL G -H ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX (MJ X MJ) PER DETAIL (7-21) ON I Z ASPHALT. DRAWING C4.4 y� Q STA 9+32.00, 7.2 PLT 1 INSTALL END OF UNE CLEANOUT PER A° n� DETAIL (7-20) ON DRAWING C4.4 1 p Q N N - �IXI571NG RO.W. UNE p Z I x ,� ,x IXISTING E.O.P. UNE 53 LF 12"0 PVC 5=0.005 FT/FT KEY MAP - - --3 -- -- -- -- - - - - - - ------72 TOC - ----- =300 (34257 'o 3 2 342 3 Z, X28, ZBz �� _ 222 CLARK ROAD + O L - Na Hd e- Hd- d - -,- H �Id _ 10� 342.55 -a3-- -- 342.65 roC TOC ,Sk1'' 342.15 FL ,2 U% 8+00 9+ 343.31 TOC y t0+00 I1+00 II1R _ __ __ _ --- _ r 2 ku Z O 42 4 1 _ __ _ _ __ __ _ _H 4� •. .� � 't' 4237 L U I X_��___._.xx..*.� ., ., -- _. -. _. _ 342.77 TOC - - - - - INSTALL CEMENT CONCRE(E TRAFFIC CURB 4 GUTTER PER DETAIL 42.6 ,x.2.69 342.27 R _ _ (17) ON SHEET C3.2 (..) -- ------------- -- - - -- � ...+?.+.w• •p.r .. _ - Q 3a2.51 ioc 1B TOC 342.50 2 r O INSTALL TYPE It BARRICADES PER DETAIL (I O) ON SHEET C3.2 L 342.0f FL 2: 43.31 IXISTING R.O.W. UNE Q 4.79 26f to IXISTING PAINTED ROAD CENTERLINE �{ �' I ' 3 INSTALL CEMENT CONCRETE 51DEWALK PER DETAIL (8) ON SHEET C3.2 tu to 1 2 ROAD STATIONING FROM .04 13 LF nni ';' SAWCUT AT R.O.W. CA- AND CONSTRUCT HALF -ROAD IMPROVEMENTS SURVEYED SECTION LINE RM1 PER 5ECTION DETAIL (9) ON SHEET C3.2 » SEE DRAWING C3.0 FOR CATCH BASIN INFORMATION 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 CLARK ROAD HORZ.: I " = 30' VERT.: Ill = 3' 11+00 11+50 12+00 12+50 13+W 04 LEGEND SS GRAVITY SEWER UNE STEP STEP SEWER LINE -.... _.-- -.. EX15TING WATER UNE W PROPOSED WATER UNE r 45' BEND (WATER) 90' BEND (WATER) I .-. 45' BEND WITH THRU5T BLOCKING (SEWER) co . QOC I + STEP PUMP CONTROL PANEL N SEWER GATE VALVE ssOQ m �I V O Z N NO N V 0 OIN �? o A�i 10 wwwpd u m_ w11II wQ>>�yyIpK ¢> IF U U% Z Ka�>y w U ~ Q �Qy ~N rn g U' Nw O N w w� 345 345 _. -. _ =Ju IQ NU ' CBRI TYPE 1 0.33% -0.25%'i 0.47%1. ST O RIM=34.2.27 IXI5TING ATION5 Q 340 ' E93 8.57 CROWN O THE ROAD {�� ELEVATIONS 5 LF 2"0 PVC 0.005 FTMT 340 _ ._ -- _ _ __. _. PROPOSED ® FLOWUN� C5#'TYPE I ca I I TYPE 1 427± 4'0 TEP LINE 87. 13 5T STA 108 RI I 1 +39.83 =314+ 42.01 SDR 21 CC1.2-00C1.2-00P RIM= 4 G IE= 39.04 ' E=3 8.77 335 335 NN N N N N N N N m ci N N m 330 330 c�i I 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 CLARK ROAD HORZ.: I " = 30' VERT.: Ill = 3' 11+00 11+50 12+00 12+50 13+W 04 LEGEND SS GRAVITY SEWER UNE STEP STEP SEWER LINE -.... _.-- -.. EX15TING WATER UNE W PROPOSED WATER UNE r 45' BEND (WATER) 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) .-. 45' BEND WITH THRU5T BLOCKING (SEWER) co SEWER CLEANOUT + STEP PUMP CONTROL PANEL N SEWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CON5TRUCTI0N BY: DATE DEVELOPMENT REVIEW ENGINEER APPROVAL FXPIRE5: --�■orZ - -w- 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SPLICE TO EXISTING 14GAUGE BITTING WRE TO STEP TANK C Wc- TO EKSTHG PVC SERVICE JNE 1' 1,81 BALL VALVE, SL x I" CHECK INSTALLA^014 NOTES: ALL SERVICE LINE CARSON BOXES $HALL BE LOCATE] 4' FROM EDGE OF CURB TD CENTER OF CARSON BOX IN PLANTER STRIP ON DOTH i' SIDES OF ROADWAY. GANG CARnON BOXES SHALL BE LOCATED Y APART 70 CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLED 'N CARSON BOXES ACCORDING TO (TRAINING. 3. 1' 40 SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 wTH 801 NWKKD COVER OR EQUAL COVER NARKING TO READ "SEWER' (USE IN NON -TRAFFIC AREAS 14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING WIRE SPUCES SHALL -T BE CONNECTED BY USING 0.B.Y. KITS MANUFACTURED BY 3M PVC SWING CIffCK VALVE SL x SL 1" KSI BALL VALVE, SL x SLJ 1" PVC MPPI A X ST-- 1' x MAIN DIA. PWG REDUCING IEE SL x SL x TN OR PPE SADDLE - TYPICAL 1" SERVICE CONNECTION APPROVED I DWG. NO. 7-1 PUBLIC WORKS DIRECTOR -5A—, H. CKD. ATE JY I JEG TP 4/2007 USE 1' UNKN1 TO CON14-CT TESTING FIBERGLASS UO APARATJS FOR PRESSURE TESTING SERVICE WITH STAII SKEL ANO NEOPRENE GASKET 1R" ON RTFR FIC M K AI -TA MHN 1 ALL VON TRAFFIC KARINC TANKS \ [IVA .M.PVC IMIO SIF A V - iiy LEAK SOFT WENT OFIENI BA -L A1 VINE "FIC TO ALLOW FOR V AF SHOWN BALL VALK PUMP REMOVAL / SHALL BE WTI 12' BELOW CaE111KAL SPLICE BOX WITH CORD GRIP$ \ ' LM AL_ ODW ECBDTIS PALL K MADE WITH HEAT SHRINK BUTT CONNEC-CRS 21' (M 24" PVC rSV DIA H HEO RYC SAFE CROWD AWAY TFW RSER \ BSER GROMMETS MEWREIL RISER W/LID l / OtOMNElS IN " 11F 1U' fRCM TOP C RISER TOC I I INSULATED OF CXR M CCNOUT�� TONING RE _ INSTAL IN 3/4 EY CONDOR SGL` I-`CNING WRE - INSTALL RIR=Jt og ELECTRICAL GONOAT TO Il�IR RESULT =OWER SOURCE ENr gsa+aRCE MANDMM NLEI ILL--- 2 -PARI EPOKY, Ida ® (VIEWED 41RW TANK 1� 9 W.HDADA=TIM FOR CONCRETE l AS ALARM TANKS ON OFF 1' 'VC BOAT REDUNDANT ASSEMBLY AS SEI 0=F BY CITY OF YEW I I 1-1/4' GIA, INLET 4�4 HOIE3 ARD_W i ORFICE PERIMETER OF VALLt 4' DIA PLC FLOW WOICER I PVC BIOTUBE -HE MALI FOR DUPLEX, IRPLLX, ANO CLASS I DRIBCN 1 S.O. PDFAR C INSIALLAIIONS WILL VARY, THE CON-RACTOR STALL MEET TIE `/B" BY -PAS: INTENT Ci THE INSTALLATION RE-OUREMEN-S WDWN IN THE H THE 05CX, WICAL STEP INS-ALLATOH. All STrP TANKS SHALL B- H-20 LOAD R-T[D ANKS. THIS POLICY SHA;.L TAKE EFFECT ON MA" 31, 2007. T" PICAL SIMPLEX STFP TANK INSTA-LATION PPR ' DWG. NO. nA1r 9 oI IR,I NN - _cmR JY I JEG I TP SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON RESTDRATCN SURFACE SURFACE THFUNFg SEE IESTORATION TABLE ABOVE --- SEE RESTORATION TABLE R lY . FINISH GRACE CRUSHED A" CPVNI� AIRIAf£ SELECT BACKFlLL FlXISN QKK SNARL X BTRFA".E 'OP COURSE own i W RSK SMpOTR Q GBRWStAXI N 5 Ifi ` \// - \// BACKFILL SEE w1N Ews1MG AG. PAKNDFT RESTORATION TABLE QfGH 1. /I /I MAINTAIN SIDE PAVING OLER a' CNUSHt BIRFAO 1W CWRSE COfACT TO BB{ SLOPE AS STEEP EBNGRETE SURFACE YATtlI f1p51HG AS POSSIBLE YATd Wb'LW6 FlN191 QLYIIKWAY/WOETMII() SEWER LME COMPACT lD P5x TEXTVWE. WD pHACE. Dwi. ND. 7-5 HYCROSEm/ RAN11NG5 IPE BEDDING PER LAWMNDSCME OKR 4' NLN. TRE A FLEXIIII PIPE SYpDM Q CCN951ANT (NOTE 1) PIPE O0. Fol wM EwGINI GRABS 2/3 VOLUME NAIVE BACKFlL10:98 BAIXFEL VN9iRG11D SUTAGE PIPE COLWACT TO 85.5 2 AROLL LYRwIG THE LENGTH OF THE DOWN TURNED INLET PIPE WD. W O H } U NOTE5: 1. DELETE BAFFLE FOR A 3DDD GALLON -AND UlT= AS A TRIPLEX PJMP VAULT. CITY OF YELM 2. THE OWNER WL- NIEMEW TOLERANCES IN CXCCSS 0- DEPT. OF PUBLIC WORKS DMENSII SHOWN. W 1 bOD, ZOOQ, 4500 SAI ION 3, THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS L'_ Q AND TWOCOMPLETE ONEVAULTTAINS A L STEP TANK 'PUMP TANK CO ONE UMSERS. FLOCONIAINS ti 'ATX PUMPS �"ROWD--5 DWG. NO. 4. 4000 GALLON TANKS OR LARGER SMALL HAVE 1 THREE RF.,ERS AND LIDS. 1A-- X��'�'� 7 -� 1 PUBLIC WORKS DIRECTOR DATE CKD. DA J" JE, TP 4/2001 ya � � z o OSRC 7 CMUSNED SURFACE RASE COURSE ONI SURFACE T COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH AP DWG. N0. 7-3 PUBLIC WORKS DIRECTOR DANE JY JEG TP 4/2007 RESTORATION TABLE 1 L0W9 SURFACE THFUNFg BAGAITLJ COMMENTS/ TYPE CONPACTICR R[IXVN15 OTRFT PEOUIRDWITS CRUSHED A" CPVNI� AIRIAf£ SELECT BACKFlLL FlXISN QKK SNARL X BTRFA".E 'OP COURSE own i W RSK SMpOTR Q GBRWStAXI I GAUGE TONING -Box GAUGE •GALLING I w Al Iv stHN.,E w1N Ews1MG AG. PAKNDFT 3' MN. WKK B AI:, cn m.T BN:KFILL RI 1 Y N COIFOw TO ALL EID•511N 6PANl BASO PAVING OLER a' CNUSHt BIRFAO 1W CWRSE COfACT TO BB{ GRADER An UIRB6 ACPES N' MATCH EBNGRETE SURFACE YATtlI f1p51HG SELECT BACIIFlLL YATd Wb'LW6 FlN191 QLYIIKWAY/WOETMII() COIGRCIE INCKlb55 COMPACT lD P5x TEXTVWE. WD pHACE. Dwi. ND. 7-5 HYCROSEm/ RAN11NG5 ESTIVAL BINK SHALL BE ! LAWMNDSCME OKR 4' NLN. TRE A NAnK BKKIIL SYpDM Q CCN951ANT (NOTE 1) TOP BBL GWR•.W'I TO eSR wM EwGINI GRABS 2/3 VOLUME NAIVE BACKFlL10:98 BAIXFEL VN9iRG11D SUTAGE X/A COLWACT TO 85.5 2 AROLL LYRwIG THE LENGTH OF THE DOWN TURNED INLET PIPE oRAIK s SWOm TABLE FOR FEEDER WIRE RUN WIRE 51ZE NAXIMJN DISTANCE 012 AWG COPPER 150 FEEL 010 AVS COPPER 250 FEET /8 AWG COPPER 150D GA_ 3000 GAL 4500 GAL A_L STEP TAN4S SHA_L BE F-20 LOAD RATED TANKS. 7 THIS POLICY SHA -L TAKE EFFECT ON MA" 31, 2007. S5' FlN SHED ^;RADE WATER TIGHT LID 21'6 NLN. PVO RISER PUMP VAULT RISER WI� WATFR TK4HT�-14 62 uc 2400 GAL I GAUGE TONING -Box GAUGE •GALLING I w Al Iv stHN.,E W 'MSE TC 55 ^0�-� i OON / - 7 I _ I V_. I 2 PART USE ORCNO TANK TO RISER ADAPT=R FOR N CONCRETE TANKS ry I 4'41 CRFIGE PUMP ASSEMBLY, SEE Dwi. ND. 7-5 A C 0�2 I x �AFFIF Z � (NOTE 1) N 2/3 VOLUME 1,3 \N)WME I —I 8' MIN OEDDING� VARIES ON ALL TANKS LARGER THAN '500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE ALL BE CETCRMINED BY THE YEW St" DEPT. O H } U NOTE5: 1. DELETE BAFFLE FOR A 3DDD GALLON -AND UlT= AS A TRIPLEX PJMP VAULT. CITY OF YELM 2. THE OWNER WL- NIEMEW TOLERANCES IN CXCCSS 0- DEPT. OF PUBLIC WORKS DMENSII SHOWN. W 1 bOD, ZOOQ, 4500 SAI ION 3, THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS L'_ Q AND TWOCOMPLETE ONEVAULTTAINS A L STEP TANK 'PUMP TANK CO ONE UMSERS. FLOCONIAINS ti 'ATX PUMPS �"ROWD--5 DWG. NO. 4. 4000 GALLON TANKS OR LARGER SMALL HAVE 1 THREE RF.,ERS AND LIDS. 1A-- X��'�'� 7 -� 1 PUBLIC WORKS DIRECTOR DATE CKD. DA J" JE, TP 4/2001 TABLE FOR FEEDER WIRE RUN WIRE 51ZE NAXIMJN DISTANCE 012 AWG COPPER 150 FEEL 010 AVS COPPER 250 FEET /8 AWG COPPER 150D GA_ 3000 GAL 4500 GAL 80 72 7 l ' S5' S5' Y-1 .. i 400 GM _ 62 ..._ 6Df. GAI 62 I 'd-2 tTOD GAL 2400 GAL ISEE SPECIFICATIONS z 350 FEET .N FOR AITUI IIVNAL INFVNNAIIUNJ. FROM POKER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUF0.GURER GRWND� AIR RELEASE VALVE OR COMBINATION £MR NVRCWM IVIyVEEASE 2' RIGID FINISH GRADE SHALL C INsuu+noN BE wTNlx 1't 1/4 PVC $M']LE ROMAG MODEL 304 OR EQUAL PRESSURE SEVER MAIN NOTE: PIACF IN ANON -TRAFFIC AREA, INION JOINTS SHALL BE SOLVENT WELDED, CITY TO FIELD LOCATE. DECAL -SEE SPEGPICATONS BOLO 1BPT. LETTERING L --PADLOCK WITH COMMON 10=Y FIRNISHED BY THE CITY OF KW —ALARM LIGHT AND sLExce DUTrcw 1'C, B-Al2 TO STEP TANK -SIMPLE% 1'2"C. 13-412 TC STEP TANK - DUPLEX 1'2"C, I7 -N12 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL NO. JY JEG 21'0 RIBBED PYC RISER W/ BLIT ON FlBERGlAS Ub BY ORENCO OR Eq. CARBON FEIEI EXISTING " W TW a UP. A• � 1 -MAX. 74 GAUGE TONING XiRC-- , I I 1/2" PVC TRUE UNION BALL VAEJE I" ?VC TRUE INION BALL VALVE y I SLOPE UP ----------------- I' SCHEDULE 40 PVC 1" PVC EL... SLxTN H' $: HFOCIE RO PVC NPT NIPP_E -SELF TAPPING TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPROVED., DWG. NO. PUBLIC WORKS DIRECTOR DAT7-12 E JY JEG TP 4/2007 FIN z o a N A x Z � i O H } U W L'_ Q /''i` V i J ti o� ya � � z o w� UQUm I pd 2 zrI%' rc I 27(5 3U� I I .C --I w F -H Im z dwzl o a �3 SHED 30'0 RIS ALARM HIGH lEV0. LAG ON OFF X4,5' CRAWCOWN ON 1D OFF LEA] UN/CFF 5' (4.a DRAWDOWN ON TO OFT) LOW LEVEL ALARM < REWNGAIRT OFF 6' MIN. BEDDMG FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT R DWI;. NO, 7-1� 3UC WORKS 25" DIRECTOR DATE TI xs. xN. c1,D- JY JEG TP 4/2007 / _ MERIDIAN: _�❑/J WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 NATIVE OR SELECT �SIZE SACKPLL AS DIRECTED BY,'^'"•::" A B ENG"W. ;4 1 1/2" 13 . , a 17 eyt � zl and Hydrant Lock Grade Enamel i 13312 _ 2l/2"Hose connection r With threads BEDDING MATERIAL FOR 3 RIGID PIPE SHALL BE SAND NOTE: INSTALL TANKS AS PER DETAIL OR METER BOX MANUFACTURER'S RECOLIVENDARON WHICHEVER 15 MORE STRINGENT. vcNe slam detail - R, CITY OF YELM POLYETHYLENE UNEP DEPT. OF PUBLIC WORKS i6"-24" CONCRETE TANK 1/2"-2' MALE J BEDDING / DWG. NO - / ADAPTERALL c 7-17 PUBIC WORKS DIRECTOR GATE ALVE 5. DI CM.A E 2" RESILENT JY JEG TP 4/2007 I SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FIBERGLASS LO WITH SIAINLLSS SuJ L BOTS AND NEOPRENE GASKET 6MIN (T: �.) -1"31/4" ALL UDS 2' MIN FNISV GRADE I, TY . SLOPE 70 NA n=ORAUE NAtIV£ 19 GAUGE COPPER �" PVC RISER GRACE TONING WIRE 2'-0" + Oft 0 SYSTEMS. TAIL INTO RISER h INC.. OR EQUAL _ 1 ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON-MAETI: BEARING TANKS) NOTE:. RISER AND LID SHALL BE 30' DN ALL SIMPLEX PUMP VAULT INSTALLATIONS, RISER AND UD SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATION. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. Na 7-18 rPVELC WORKS DIRECTOR DATE OE5 - A JY JEG TP 4/2007 APPROVED NETER 9D% LID - 1730 DI R ADER LW BOX - BCF 173o X 12 BASE OR APPROVED EQUAL ".HECK 1 SERVICESADDLESADDLE I _ 30' ROMAC 2025 OR _ 2% SLOPE TO BOX _ =I II � d9 0 CENTER OF BOX VALVE A T1s CURB ' CHE1; VALVE 14 GAUGE 4 - / -BALL VAL INSULATED/i-- COPPER TONING WIRC..o a e REST 2-WRAPPED 1 1/t - BI/ -6661_ AROUND THE 2" - 811-777 PIPE (SEE 1 1/2" - C68 - 66 �• GENERAL 2" - CBS - 77 \ NOTES NO. r FORD PACK JOINT 7) I CORPOPATIO STO TYPE B 1 o 12' & 1 PLASTIC UNE USE 200 / I � By -PASS VALVE Psi PHILLIPS CRISCO PIPE / W/LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT & FEMALE I 1 2'-2' MALE hP. THREAD5 NIP LE SERVICE SADDLE C77 OF YFLM, WASHINCTON J. STAINLESS STEEL INSERTS REQUIRED FOR ALL CEP—. OF PUBLIC WORKS PAC2. ALL KSERVICE SADDLES SHALL 'AVE RUBBER 1 1/2" TO 211 CASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FORD VON 76-15813 OR EOUAI 2" - FORD VSH 77-15817 OR EQUAL APPRO DWG. N0. 4. AL1 1 1/2" AND 2' SADDLES WILL BE c 'z 2' TAPS W17H BRASS Y NIPPLE AND P�&[C, WORKS DIRECT6 R DATE -3 2' RESILENT WEDGE DATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING LIES. OWN. CKD. DATE ES JEG TP 4/2007 NO. 910 NARKING TO CONCRETE SLAB 2' x 2' - CENTERED ON VALVE e/ 4-/4'5 EACH WAY TOP 6 PVC PIPE ASTM D-3034 (WHITE) PVC SEWER MAIN 00 NOT COVER BOLTS W/ CONCRETE UNDISTURBED SOIL-/ \ V NOTE: 2' & 3' VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION VALVE NUT Ek TENTIONS REQUIRED TO BRING NUT TO WITHIN 12" OF THE SURFACE. 12' COR. e IING WRE. BRING TO DACE IN VALVE BOX LL 1/2" HOLE OR SLOT I! WIRE ,TE VALVE. MJ x N3 - (M BARS CONCRETE SUPPORT BLOCK FOR VALVES 2' AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE LAVl CWC. NO. 1 PlIN In wnM'e nRFcrn4 nSTr 7-21 JY Top �SIZE m A B of 1 1/2" 13 1/4" 15" 1. 2" 17 1/4" 15" zl and Hydrant Lock Grade Enamel i 13312 _ 2l/2"Hose connection With threads HYDRANT OFFSET 3 ..--41/2"Steamer connection METER BOX See Volvo box and & 5" Storz adopter vcNe slam detail - R, 1 1/2'-2" POLYETHYLENE UNEP 4 eA i6"-24" 1. 1 1/2"-2' MALE J / -� / ADAPTERALL Ground ALVE 2" RESILENT (CURBV STOP) WEDGE APPROVED NETER 9D% LID - 1730 DI R ADER LW BOX - BCF 173o X 12 BASE OR APPROVED EQUAL ".HECK 1 SERVICESADDLESADDLE I _ 30' ROMAC 2025 OR _ 2% SLOPE TO BOX _ =I II � d9 0 CENTER OF BOX VALVE A T1s CURB ' CHE1; VALVE 14 GAUGE 4 - / -BALL VAL INSULATED/i-- COPPER TONING WIRC..o a e REST 2-WRAPPED 1 1/t - BI/ -6661_ AROUND THE 2" - 811-777 PIPE (SEE 1 1/2" - C68 - 66 �• GENERAL 2" - CBS - 77 \ NOTES NO. r FORD PACK JOINT 7) I CORPOPATIO STO TYPE B 1 o 12' & 1 PLASTIC UNE USE 200 / I � By -PASS VALVE Psi PHILLIPS CRISCO PIPE / W/LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT & FEMALE I 1 2'-2' MALE hP. THREAD5 NIP LE SERVICE SADDLE C77 OF YFLM, WASHINCTON J. STAINLESS STEEL INSERTS REQUIRED FOR ALL CEP—. OF PUBLIC WORKS PAC2. ALL KSERVICE SADDLES SHALL 'AVE RUBBER 1 1/2" TO 211 CASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FORD VON 76-15813 OR EOUAI 2" - FORD VSH 77-15817 OR EQUAL APPRO DWG. N0. 4. AL1 1 1/2" AND 2' SADDLES WILL BE c 'z 2' TAPS W17H BRASS Y NIPPLE AND P�&[C, WORKS DIRECT6 R DATE -3 2' RESILENT WEDGE DATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING LIES. OWN. CKD. DATE ES JEG TP 4/2007 NO. 910 NARKING TO CONCRETE SLAB 2' x 2' - CENTERED ON VALVE e/ 4-/4'5 EACH WAY TOP 6 PVC PIPE ASTM D-3034 (WHITE) PVC SEWER MAIN 00 NOT COVER BOLTS W/ CONCRETE UNDISTURBED SOIL-/ \ V NOTE: 2' & 3' VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION VALVE NUT Ek TENTIONS REQUIRED TO BRING NUT TO WITHIN 12" OF THE SURFACE. 12' COR. e IING WRE. BRING TO DACE IN VALVE BOX LL 1/2" HOLE OR SLOT I! WIRE ,TE VALVE. MJ x N3 - (M BARS CONCRETE SUPPORT BLOCK FOR VALVES 2' AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE LAVl CWC. NO. 1 PlIN In wnM'e nRFcrn4 nSTr 7-21 JY Top View operating not m I." of "le. �o --Limits payment Point Hydrant Weather shield Sun Yellow High and Hydrant Lock Grade Enamel Bonnet 13312 _ 2l/2"Hose connection With threads HYDRANT OFFSET ..--41/2"Steamer connection - with NST threads See Volvo box and & 5" Storz adopter vcNe slam detail - R, Style S-37 w/SC cap 6-11 4 eA i6"-24" s / -� Ground To suit Slandpipc trench 5" Flanged fire depth 3' Minimum _ V\hydra fee Each Pipe Joint 6" #1106 Fite Iron, 8" Inc. Megalug I 11-6" Class 52 ductile iron Vv �•', pips cat so Ian in 6" gate valve, FL X MJ -- j / See note below I 1 Varies IL-4"x8"x16" concrete block LHydranf shoe 1\ Backfill to fop of droin ring housing 1 Plastic battler between bolls with 2" washed rock as shown 6` x 6' sheet of t 1 mil. plastic or con- Lhrust block and tee struction fabric, covering 2' washed rock 1 Notes Concrete thrust block --- 1. Hydrants shall be located In eesf-in-place against accordance with Section 6.060. filling only In addition, a minlmum fhres foot radius unobstrucfad working area shall be provided around all hydronfs. 2. Hydrants shall be Dresser M & H CITY (;F WASHINGTON Refianf style 929, Clow Medo'.lion or DEFT. 'OF PUBLIC YVDRKJ American AVK Series 2760 or Mueller �/ r� p Centurion V7IRE HYDRANT 3. Gate valves shall s resilient wedge NRS with 0 -ring seals. Valva ands shall be Mechanical joint by ANSI flanges. — Valves shall conform to AWWA 509-80. AP�ROff_Q "_ CWG NO Valves shall be Mueller M&H, Kennedy, l:..ti C 6-7 Clow R/W or waterous Ssnes 500. PUBUC IMORks CIRECTOR DATE 4. Fire Hydrant look payment is required DES. SWR. CKD. DATE city will order and install. LIS d[G T= 4/20D7 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1, SOUTH NGVD 29 ZONE 4902 TC RTC POINT 838 I PROPOSED ADDITION 24" RISER PROPOSED ACCE55 GRADE R.15ER (".) 6" PVC m V-0111 5TORAGE VOL 1,032.50 GAL DETENTION VOL.4' 2,581.50 GAL. i 1-4921 TOTALS: 3000 GAL. (LIQUID VOLUME) STORAGE VOL. = 1,032.50 GAL. YELM STEP TANK MFG. BY EVERGREEN DETENTION VOL. = 2,581.50 GAL. PRECAST, INC. WITH H-20 RATED UD. WORKING VOL. = 211.20 GAL. TOTAL VOLUME PROVIDED = 3,614 GAL. 20 STEP TANK DETAIL SCALE: N.T.S. RISER TRENCH DETAIL TRENCH RLSTORATON 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 MATFAAI MEETS THE REQUIREMENTS AS SPECIFIED ABOVE. 4. ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHALL BE NO WIDER THAN TRENCH PATCH WIDTH. 5, ALL LONGITUDINAL CUTS WITHIN THE PAVEMENT SHALL REQUIRE A FULL LANE OVERLAY AND MAY REQUIRE GRINDING AT THE COUNTY INSPECTOR'S DISCRETION. ALARM HIGH LEVEL LAG ON LAG Off LEAD ON LEAD OFF ALARM LOW LEVEL •1.1 . 17.7 .11, UTILITY TRENCH DETAIL APPeW 6 - H SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON /" 3' X 3' X 4" /GLA55 3000 CONCRETE PAD 3 OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP 1\I L0 I CSTC -1 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 12" RECESSED HANDLE TYPE COVER 1- INLAND FOUNDRY 1#248 10" B 3/A" 6 3/4 ( VALVE BOX WITH / "WATER" CAST IN IID (/ OR OECD 910 SECT;ON / NOTE; ALL VALVES MUST HAVE 14 GUAGE INSULATED l 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 QQ VALVE OPERATING NUT OR 1 7/8" X 1 7/6" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CITY O 3/16" Thk X 5 1/5" DIA STEEL DEP GUIDE PLATE WELDED TO RISER FINISHED GRADE -10" OR 18" 6" SOR 21 PVC PIRG CONFORMING TO ASTTA 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. E 5TEM RISER RED WHEN MAX. IS EXCEEDED 3TH VARIES) i GATE VALVE SHOWN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. $HAFT, PIPE STANDARD _ SAW CUT OR APPROVED EQUAL CUT 0 2"X2"X 3/16" SQUARE STRUCTURAL VALVE BOX TO BE UNIFORM AND VERTICAL STEEL TURING TO FIT OPERATING (SEAL JOINT W/ AR4000 NUT. LENGTH AS REQUIRED. 3,600 AND SAND, TACK EDGE OF CUT PRIOR 11000 500 2,600 TO PLACING NEW ASPHALT) EXISTING GROUND UNE RESTORATION UMITS NOTE: 1,200 OR SERENADE. MINIMUM 3'-D" ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECTOR 6" MIN. 6" MIN, EXISTING SURFACING_ (TYP.) EES- CNN. CND. DATE 3,100 15,000 FC .EG TP -3F 8" GRAVEL BASE MIN. ; /Q 3" MIN. COMPACTED COMPACTED DEPTH y \ DEPTH ASPHALT CONCRETE (UNLESS OTHERWISE DETERMINED) / PAVEMENT CLASS B OR MATCH EXIST IF > 3"D. MEETING STSPEC. 9-03.19 0 / ;. 15,700 (2" MAX. LIFT) 40,3DO / 6" MIN. j *2" CRUSHED SURFACING TOP SEE NOTE 3 BELOW -- / COURSE MIN. COMPACTED DEPTH - MEETING STD. SPEC. 9-03.9(3) VA BEDDING MATERIAL BEING STD. // 4" MIN. SPEC 9-03.15 PLACED IN 4" LIFTS _ AND COMPACTED TO 95% MAX. DENSITY-- (REO'D FOR SEWER, WATER AND GAS ONLY) '"E CDT SHALL BE PLACED FROM THE TOP OF VARIABLE THE UTILITY TO BOTTOM OF ASPHALT. RISER TRENCH DETAIL TRENCH RLSTORATON 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 MATFAAI MEETS THE REQUIREMENTS AS SPECIFIED ABOVE. 4. ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHALL BE NO WIDER THAN TRENCH PATCH WIDTH. 5, ALL LONGITUDINAL CUTS WITHIN THE PAVEMENT SHALL REQUIRE A FULL LANE OVERLAY AND MAY REQUIRE GRINDING AT THE COUNTY INSPECTOR'S DISCRETION. ALARM HIGH LEVEL LAG ON LAG Off LEAD ON LEAD OFF ALARM LOW LEVEL •1.1 . 17.7 .11, UTILITY TRENCH DETAIL APPeW 6 - H SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON /" 3' X 3' X 4" /GLA55 3000 CONCRETE PAD 3 OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP 1\I L0 I CSTC -1 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 12" RECESSED HANDLE TYPE COVER 1- INLAND FOUNDRY 1#248 10" B 3/A" 6 3/4 ( VALVE BOX WITH / "WATER" CAST IN IID (/ OR OECD 910 SECT;ON / NOTE; ALL VALVES MUST HAVE 14 GUAGE INSULATED l 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 QQ VALVE OPERATING NUT OR 1 7/8" X 1 7/6" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CITY O 3/16" Thk X 5 1/5" DIA STEEL DEP GUIDE PLATE WELDED TO RISER FINISHED GRADE -10" OR 18" 6" SOR 21 PVC PIRG CONFORMING TO ASTTA 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. E 5TEM RISER RED WHEN MAX. IS EXCEEDED 3TH VARIES) i GATE VALVE SHOWN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. $HAFT, PIPE STANDARD 45' BEND 0 2"X2"X 3/16" SQUARE STRUCTURAL VALVE BOX DIAMETER STEEL TURING TO FIT OPERATING NUT. LENGTH AS REQUIRED. 3,600 2,000 11000 500 2,600 6" APPRO'V ^Z �``L -- DNC. N0. NOTE: 1,200 DATE 6- 1 ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECTOR 2,000 FILLET WELD ALL AROUND. EES- CNN. CND. DATE 3,100 15,000 FC .EG TP 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCEOF WATER PRESSURE PIPE 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEN'C DEAD END DIAMETER OR TEE 4" 3,600 2,000 11000 500 2,600 6" 8.000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" ZZ.300 12,100 6.200 3,100 15,000 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12.100 6,100 30,800 16" 57,000 30.800 15,700 7,900 40,3DO NOTES: I. BLOCKING SHALL BE CEMENT CONCRETE CLASS 300D POURED IN PLACE AGAINST UNDISTURBED EARTH, FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2, TO DETERMINE THE GEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE ; 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS ' 3000 LB/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST OE ADJUSTED FOR OTHER PPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL DE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE U14DEII ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER $OIL SOUARE FOOT CITY OF YELM. WASHINGTON -- MUCK, PEAT 0 DEPT. OF PUBLIC WORKS SOFT cur 1.000 SAND 2,000 THRUST LOADS SAND & GRAVEL 3,000 .SPPanI\v �-. SANG &GRAVEL 4,000 DWL. NO i ,,^ CEMENTED WITH PUBLIC WORKS DIRECTOR CLAY DAr, 6-14 HARD SHALE 101000 DES, DWN. CKO. DATE ES JEG TP 4 2007 01 Imo_ 4, 4" SCHEDULE 40 STEEL CR 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 - e a 2 O CEMENT CONCRETE CHAS 5 300 n' SIDE FRONT VALVE MARKER POST 4" DIA. (8" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE i NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 1 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE 1 ENAMEL (SAME COLOR AS HYDRANT- ,?-- SEE DETAIL 6-7) CITY OF YELM, WASHINGTON CEMENT CONCRETE 0j: DEPT. OF PUBLIC WORKS_ CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL AN PR CNG. No, HYDRANT BOLLARD lT -_--- PUBLIC WORKS DIRECTOR DATE 6-12 CES. UWN. CKO. DATE Es I JOG I TP 1 4/2007 RESRNtAHM LEPTH TRADE TAPE 12' TO 18' DNDER VARIES THE ANAL GRADE. MACER WE !SEE AWERAL TRENCH 94CIO7&L SEE NOTE L 2. 3 / VIAIER NOTES N0. I R� 6' MIN BEDDING MATERIAL E' (AIN. SEE NOTE 4 I\N IS UNDISTURBED SDK 1. A MIMMIIM OVER OF 1.5' SHALL BE MAINTAINED. FXCE T PS RFOO:RED AT CONNECF(W POIN3. 2, NATIVE BACKFILL SHALL "UNSIST OF CR)SREO, PROCEEECU, OR NATURALLY OCGU.RRMG "RANbLAR MATERIAL. 11 SHALL BE ESSLNr.ALLY FREE FROM VARIOUS TYPES OF WGO WASTE OR G7,E.R EXTRANEOUS CR OBJECTIONABLE MATERIALS !F SUA.LL HALE SUCH CHARACTERISTICS CF SZC AND SNARE THAT IT WILL COMPACT READILY COW. -ACT. J NA77VF TRENCH BA.CXPII MATEI Sr AIL BE SORFO OR SCIiFFNEE. SO THAT THE MAXIMUM AGGREGA!E SHALL !S b-INChES. 4 PIPE WOVIAG MATERIAL SHALL DE SAND OR. OTHER LYTY APPROVED EWAL, QVC SUBSTURONS W L BE ALLOWED WIIHOUT WI REN AUThCIAZATION FROM THE C,TY OF YELM. 5. WERE NAVVF MAT.RHAIS HAVE 9FFN oFFMEO UNA^CEPTASLE BY THE 7TY. TRENCH BACKFILL SCALL MEET 7Ht WSOOF STAA'UAPU SFEUrCA WAS FOR THF PIPF TYPE BEING SPECKED. CITY OF YELM, WASHINGTON D PT. CF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPP.O' DING. ND. k, e PUBLIC WORKS )N6EC-OR DATE - 15 DES. OWN. CKU. DAIS IS JEG TP 4/2007 SIDE VIEW SIDE VIEW GATE VAL) `1F 0 I 1 TEE WITH CROSS WITH GROSS WITH PLUG PLUG PLUGS `�� 45' - 90' VERTICAL BEND NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REBAR SHALL BE 5/8- MINIMUM DIAMETER. PLASTIC OR CONCRE BOX K _ WYE I I PLUG OR CAP STANDARD BLOCKING DETAIL RO` _.-.��. TWO. N0. 3LIC N'ORI(5 DIRECTo9 VAIL V-� OWN. CKO. GATE ES _ :EG. I m 4/2007 Y R. GRAVEL BASE MATERWL USP 12" THICK 1. SERVICE LINE 2. 90' FEND 3. UNION 4. NIPPLE 5. SHUT-OFF VALVE B. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLCHT 1O.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF ?IPE AND FITTINGS C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER WORMFTIDN. 0. DO NOT INSTALL N AREA SUBJECT TO FLDOD:NG. 'LAN z'RCFILE TO BUILDING OR IRRIGATION SYVEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER _ OWWQ N0. PI.'BLI OIREC7CR DATE 6- 17 oFS. OWN. CKD. DATE KR JEG TP 4/2007 0WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 REPLACE D05TING PLASTIC CROSSWALK UNE5 DAMAGED DUE TO INSTALLATION OF 5ANITARY 5MTK UNE i m SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON U15TING STOP BAR UNE 5TA 0+64.87, 10.651-T STA 2+ 17.06, 4.09 LT BEGIN TAPER i STA 0+64.64, 10. 17 LT — — — BEGIN DOUBLE YELLOW CENTERLINE ,—R 123.00 5TA 1+35.79 4.90' RT \ ------------------------------- 5TA __--------- ----- 5TA 1+55.77. 0.50 LT TYPE 2L PLASTIC TRAFFIC ARROW i PER W5DOT STD. PIAN 24.40-01 STA I +06.13, 2.32' LT TYPE 2L PLA5TIC TRAFFIC ARROW ' PER W5DOT 5TD. PLAN 24.40-01 Z OOI -- —--_* k -- — ———— — — — — ————————————— — — — — —— --- 0 ?I I MATCH EX15TING CENTERUNE +Z f--._----�--=-1—----------._..--- --- a�----_-�_.�3 _-- --- a.---; ---��--- --- -----------=�.__...-__.. -------_ a,__ 5TA 11+94.76. 3.17' LT Q -- — — — a+00 — — — — — 10+ — — — 9+ — — — — T — — — —00 a'--- ------x.11+00 _ — — ~ — - - - -- U) -tl3 _ ----- ---- d3 -- - __ g ------ -„- W O E - - Z L'-.?% ku \ — /� ( 5TA 9+05.32 5TA I I +93.66 Q Q INSTALL TYPE 3 BARRICADE INSTALL TYPE 3 BARRICADE SEE DETAIL BELOW SEE DETAIL BELOW LLI Iw 1 7:1 NOTES: N.T.S. 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD, AT AN ANGLE OF 45• TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF THE PAVED SURFACE. 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTIONPERMS 6C-8. b`/EROL NOTE t' -f t' -f BYNEIWCAL ASgfr B LANE '-15 CBTIEIWtE� F INed ortdirn shIAM erltNsed RAee RReach 40nphorl Almw, btntW 1 T fSeneC m raellwgs wNt a PGlESG tIFBW NMt MAO IRPR or beau '^eLsoLS LwE 6 E b h LELLIPSE'A' i 6 MARs1D AREA n v. T I,° 7.73 MR. IA b �hS a h bit TYPE FIC (FOUNT) TRAFFICLaLPSE s [. IFFIC ARROW sVgR11bGE OF t• -f � I TYPE IDL TtAFRO ARRAN :TiRONM AT �SCAlE7 VAIMPT OF ELMPBFS RMs!". Sm MB1FT. IIT ,.I ,. i_STIMBOLRA, LANE 15f50UNE Eu FSE'A' P TYPEN TRAFFIC ARROW,Ir t•-s�.. F -T ImoA- b AXIS ` tm-EwPSF'4 At0.5 TRAF'RROW 6 r f (\ µ FIC . ¢ I ��ABo lefsawraE : '. 3� APE(.it WANN IF �lT��T� t' -T int• -8 /EIIPSE W IV - "I WARMS-/ NOS 0 TIME 2BLOAFT) TRAFFIC ARRCW3 MAPoSNB MEA I C S NN TAFT. ILII' /ELPSE'A' tf-Fl�,oecv Al(IS AtW TYPE 38LO.EFTT TRAFFIC ARROW IMAM IIGARE! H.® SO,Ff. TYPE 38R OUGHT) TRAFFIC ARROW NRROR NAGE OF xPE 3BL TRAFF1caRBGW m STRIPING NOTE: CONTRACTOR 5HALL DOCUMENT ALL EX15TING STRIPING AND CHANNELIZATION PRIOR TO CONSTRUCTION AND RE5TORE TO SAME AT COMPLETION OF CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONI ION 8Y: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRE5: 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 STA 2+84.09, 3.52' LT STA 3+42.76, 0.83' LT END TAPER I 0 Q 00� -- —�-�---_--_, _ -- I- 0 -- _ — — — — _ 7 0 --e3_- _- _.. ___-___d3__ __ - - -It '. - '-------------- - - - - -' -----------�--=-JU° — — — — — — — Lu I Q (0 DOUBLE YELLOW CENTERUNE 4" SPACING (TYPJ WW Z OOI -- —--_* k -- — ———— — — — — ————————————— — — — — —— --- 0 ?I I MATCH EX15TING CENTERUNE +Z f--._----�--=-1—----------._..--- --- a�----_-�_.�3 _-- --- a.---; ---��--- --- -----------=�.__...-__.. -------_ a,__ 5TA 11+94.76. 3.17' LT Q -- — — — a+00 — — — — — 10+ — — — 9+ — — — — T — — — —00 a'--- ------x.11+00 _ — — ~ — - - - -- U) -tl3 _ ----- ---- d3 -- - __ g ------ -„- W O E - - Z L'-.?% ku \ — /� ( 5TA 9+05.32 5TA I I +93.66 Q Q INSTALL TYPE 3 BARRICADE INSTALL TYPE 3 BARRICADE SEE DETAIL BELOW SEE DETAIL BELOW LLI Iw 1 7:1 NOTES: N.T.S. 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD, AT AN ANGLE OF 45• TO CURB). 2. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3. BARRICADE SECTION SHALL EXTEND TO LIMITS OF THE PAVED SURFACE. 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTIONPERMS 6C-8. b`/EROL NOTE t' -f t' -f BYNEIWCAL ASgfr B LANE '-15 CBTIEIWtE� F INed ortdirn shIAM erltNsed RAee RReach 40nphorl Almw, btntW 1 T fSeneC m raellwgs wNt a PGlESG tIFBW NMt MAO IRPR or beau '^eLsoLS LwE 6 E b h LELLIPSE'A' i 6 MARs1D AREA n v. T I,° 7.73 MR. IA b �hS a h bit TYPE FIC (FOUNT) TRAFFICLaLPSE s [. IFFIC ARROW sVgR11bGE OF t• -f � I TYPE IDL TtAFRO ARRAN :TiRONM AT �SCAlE7 VAIMPT OF ELMPBFS RMs!". Sm MB1FT. IIT ,.I ,. i_STIMBOLRA, LANE 15f50UNE Eu FSE'A' P TYPEN TRAFFIC ARROW,Ir t•-s�.. F -T ImoA- b AXIS ` tm-EwPSF'4 At0.5 TRAF'RROW 6 r f (\ µ FIC . ¢ I ��ABo lefsawraE : '. 3� APE(.it WANN IF �lT��T� t' -T int• -8 /EIIPSE W IV - "I WARMS-/ NOS 0 TIME 2BLOAFT) TRAFFIC ARRCW3 MAPoSNB MEA I C S NN TAFT. ILII' /ELPSE'A' tf-Fl�,oecv Al(IS AtW TYPE 38LO.EFTT TRAFFIC ARROW IMAM IIGARE! H.® SO,Ff. TYPE 38R OUGHT) TRAFFIC ARROW NRROR NAGE OF xPE 3BL TRAFF1caRBGW m STRIPING NOTE: CONTRACTOR 5HALL DOCUMENT ALL EX15TING STRIPING AND CHANNELIZATION PRIOR TO CONSTRUCTION AND RE5TORE TO SAME AT COMPLETION OF CONSTRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONI ION 8Y: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRE5: 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