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Red Line Plan #2 06032009ABBREVIATIONS ACP ADJ A.P. A55M BO BVC CB CDF C.I.P. CL, CONC CON5T C.P. C5P C5TC d DI, DIP DIA, 0 E ELEC EL, ELEV EOP ESMT EVC EXST, EX FG FH fl- FM G5P HDPE HP ID IE IR, IRR L LCPE LT LF LP MAX MH MIN M5E N N.I.C. N.T.5. O.C. O.D. PAVT, PAVT PC PCC PI PP PRC PROP PT PVC PVI R, RAD RAN, ROW PIT 5 5CH SD 5HLDR 55 55MH STA STD SWP T TCE TEMP TYP UGT VC W W/ W.Q. 08/29/07 03/14/05 04/08/09 04/22/09 --' NO I DATE = ASPHALT CONCRETE PAVEMENT = ADJUST = ANGLE POINT = ASSEMBLY = BLOW OFF = BEGIN VERTICAL CURVE = CATCH BASIN = CONTROL DENSITY FILL = CAST IN PLACE = CENTERUNE, CLASS = CONCRETE = CONSTRUCTION = CONCRETE PIPE = CORRUGATED STEEL PIPE = CRUSHED SURFACING TOP COURSE = DELTA = DUCTILE IRON PIPE = DIAMETER = EAST = ELECTRICAL = ELEVATION = EDGE OF PAVEMENT = EASEMENT = END VERTICAL CURVE = EXISTING = FINISHED GRADE = FIRE HYDRANT = FLOW LINE = FORCE MAIN = GA5KETED SEWER PIPE = HIGH - DENSITY POLYETHYLENE PIPE - HIGH POINT IN51DE DIAMETER = INVERT ELEVATION - IRRIGATION LENGTH LINED CORRUGATED POLYETHYLENE PIPE - LEFT - UNEAL FEET - LOW POINT - MAXIMUM - MANHOLE MINIMUM - MECHANICALLY STABILIZED EARTH - NORTH - NOT IN CONTRACT NOT TO SCALP = ON CENTER = OUTSIDE DIAMETER = PAVEMENT POINT OF CURVATURE POINT OF COMPOUND CURVE POINT OF INTERSECTION POWER POLE - POINT OF REVERSE CURVE PROP05ED = POINT OF TANGENT = POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTER5ECTON = RADIUS RIGHT -OF -WAY - RIGHT - SOUTH - SCHEDULE - STORM DRAIN SHOULDER = SANITARY SEWER - SANITARY SEWER MANHOLE - STATION STANDARD = SOLVENT WELD PIPE - TANGENT - TEMPORARY CONSTRUCTION EASEMENT - TEMPORARY - TYPICAL UNDERGROUND TELEPHONE VERTICAL CURVE - WEST = WTTH - WATER QUALITY YELM LDS CHURCH IMPROVEMENTS PROJECT SHEET LIST TABLE SHEET DRAWING DRAWING TITLE I C1.0 COVER SHEET 2 C I A EXISTING CONDITIONS AND DEMOLITION PLAN 3 C2.0 TE5C PLAN 4 C2.1 TE5C DETAILS AND NOTES GRADING PLAN 5 C3.0 6 C3.1 GRADING DETAILS GRADING DETAILS 7 C3.2 8 C4.0 ON51TE COMPOSITE UTILITY PLAN ROADWAY E SEWER PLAN 4 PROFILE 9 C4.1 10 C4.2 ROADWAY t SEWER PLAN d PROFILE UTILITY DETAILS UTILITY DETAILS I i C4.3 2 C4.4 13 C4.5 UTILITY DETAILS SIGNING AND STRIPING PLAN 6 DETAILS 4 C5.0 GENERAL NOTES I . ALL WORKMANSHIP AND MATERIAL5 SHALL BE IN ACCORDANCE WITH THURSTON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THURSTON COUNTY, CITY OF YELM AND THE PROJECT OWNER. 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY 5ERVICE5 TO REMAIN ACCESSIBLE AT ALL TIMES. 5. IT SHALL BE THE RE5PON5I5ILTTY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION 51TE AT ALL TIMES. G. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE THURSTON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE START OF CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL °PRE - CONSTRUCTION" STATE OR BETTER. 8. EXISTING UTILITIES ARE 51HOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 9. THE INTENT OF THESE DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RE!UEVE 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. 1 1 . KPFF CONSULTING ENGINEERS 15 REQUIRED BYTHURSTON COUNTY AND THE CITY OF YELM TO PROVIDE A5 -13UILT CERTIFICATION PRIOR TO FINAL JURISDICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY A5- 13UILT5 UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND STORM MAINS PRIOR TO BACKFIWNG. 12. CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLA55 3000 CONFORMING TO THE REQUIREMENT OF SECTION 6 -02 OF THE 2008 W5DOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 13. TESTING SHALL BE REQUIRED AT THE DEVELOPERS OR CONTRACTORS EXPENSE. THE TESTING SHALL BE ORDERED BY THE DEVELOPER OR CONTRACTOR AND CHOSEN TESTING LAB SHALL BE APPROVED BY THE COUNTY. TESTING SHALL BE DONE ON ALL MATERIALS AND CONSTRUCTION AS SPECIFIED IN THE W5DOT / APWA STANDARD SPECIFICATIONS. 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 ER051OWWATER POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE 5TORMWATER MANAGEMENT PLAN AND SECTION 1 -07.15 OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THURSTON COUNTY AND /OR OTHER GOVERNING AUTHORITIES OR AGENCIES. 4. A PRE - CONSTRUCTION MEETING WILL BE HELD PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAINS AND RETENTION/DETENTION AREAS WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 7. SPECIAL STRUCTURES, OILIWATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL FLAWS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTIUTIES UNDERGROUND LOCATION CENTER AT 1- 800 -424 -5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA51N5/MANHOLE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTION/DETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL 5TORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BA5IWMANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND THOSE PIPES THAT DAYLIGHT. 1 1 . PIPE MATERIALS USED FOR 5TORMWATER CONVEYANCE SHALL BE APPROVED BY THE JURISDICTION. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE JURISDICTION. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION, 13. A COPY OF APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDR05EEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED 5YJURI5DICTION. ENGINEER'S CERTIFICATION: THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO THE CURRENT EDITION OF THE THURSTON COUNTY ROAD STANDARDS AND THE DRAINAGE DE51GN AND ER0510N CONTROL MANUAL FOR THURSTON COUNTY. ALL DE51GN VARIANCES HAVE BEEN APPROVED BY THURSTON COUNTY. I APPROVE THESE PLANS FOR CONSTRUCTION. 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. 16. ALL EROSION AND 5TORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 17, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT -0F -WAY. IT AL50 SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORJZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE 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, THICKNE55E5, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO USE. 21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRJORTO FINAL ACCEPTANCE. 510 L- ELF SST Sj N ._.. `! 2i soy SIT E -9 LF F I05THA VESE IORTHA VESE VICINITY MAP NOT TO SCALE PROJECT DATA: PARCEL# 22730210900 51TE ADDRESS: 10423 CLARK RD 5E YELM, WA 98597 SECTION: 530 T 17N R2E LEGAL DESCRIPTION: 30-17-2F PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY TOTAL SITE AREA: 3.45 Ac CUT: 339 CU. YD5. FILL: 297 CU. YD5. NET: 22 CU. YD5. <CUT> ARCHITECT HOCH5TRA55ER ASSOCIATES, ARCHITECTS 5801 80TH AVE COURT WEST UNIVER51TY PLACE, WA 98467 PH. (253) 224 -4101 FAX (253) 565 -6826 CONTACT: GARY HOCH5TRA55ER UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIES SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTILITY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1 -800 -424 -5555 PRJOR TO CONSTRUCTION. ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: res 2 years from acceptance date IPROJECT OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JE5U5 CHRIST OF LATTER -DAY SAINTS P.O. BOX 2328 ISSAQUAH. WA 98027 -0105 PH. (425) 392 -1260 FAX (425) 392 -3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3GO) 292 -7230 FAX (360) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY, PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 6TH AVE. SE, SUITE 309 LACEY, WA. 98503 PH. (360) 292 -7230 FAX (360) 292 7231 CONTACT: THOMAS SWIFT, PL5 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT RfV1fW ENGINEER APPROVAL EXPIKE5 YELM LDS CHURCH IMPROVEMENTS PROJECT THURSTON COUNTY, WA. 2007104764 COVER SHEET SCRON 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/9 1, SOLRH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C1.0 .. v PEV1510N5 PER THURSTON COUNTY COMMENTS UKAWN BY: DEBIGNEL BY NLA NOW o Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 96503 (360) 292 -7230 Fox (360) 292 -7231 REVISIONS PER THURSTON COUNTY COMMENTS CHECKED BY APPROVED BY I IPS REVISIONS PER THURSTON COUNTY COMMENTS REVISIONS PER CITY OF YELM COMMENTS LATE 5 -13 -09 JOB NO: 406041 .20 BY CKD APPR REVISION 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION. 16. ALL EROSION AND 5TORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 17, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT -0F -WAY. IT AL50 SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORJZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE 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, THICKNE55E5, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO USE. 21. COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM DRAINS PRJORTO FINAL ACCEPTANCE. 510 L- ELF SST Sj N ._.. `! 2i soy SIT E -9 LF F I05THA VESE IORTHA VESE VICINITY MAP NOT TO SCALE PROJECT DATA: PARCEL# 22730210900 51TE ADDRESS: 10423 CLARK RD 5E YELM, WA 98597 SECTION: 530 T 17N R2E LEGAL DESCRIPTION: 30-17-2F PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY TOTAL SITE AREA: 3.45 Ac CUT: 339 CU. YD5. FILL: 297 CU. YD5. NET: 22 CU. YD5. <CUT> ARCHITECT HOCH5TRA55ER ASSOCIATES, ARCHITECTS 5801 80TH AVE COURT WEST UNIVER51TY PLACE, WA 98467 PH. (253) 224 -4101 FAX (253) 565 -6826 CONTACT: GARY HOCH5TRA55ER UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTILITIES SHOWN HEREON 15 BASED ON INFORMATION OBTAINED FROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTILITY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1 -800 -424 -5555 PRJOR TO CONSTRUCTION. ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: res 2 years from acceptance date IPROJECT OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JE5U5 CHRIST OF LATTER -DAY SAINTS P.O. BOX 2328 ISSAQUAH. WA 98027 -0105 PH. (425) 392 -1260 FAX (425) 392 -3637 CONTACT: ROBERT A. BEADLES, AREA PROJECT MANAGER CIVIL ENGINEER KPFF CONSULTING ENGINEERS 4200 GTH AVE. 5E, SUITE 309 LACEY, WA. 98503 PH. (3GO) 292 -7230 FAX (360) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY, PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 6TH AVE. SE, SUITE 309 LACEY, WA. 98503 PH. (360) 292 -7230 FAX (360) 292 7231 CONTACT: THOMAS SWIFT, PL5 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT RfV1fW ENGINEER APPROVAL EXPIKE5 YELM LDS CHURCH IMPROVEMENTS PROJECT THURSTON COUNTY, WA. 2007104764 COVER SHEET SCRON 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/9 1, SOLRH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C1.0 .. v i i Frl*6' 4i CONWACM TO RtsrM AREA OF DENSE NR TR S AWCURp I)AMAGIDIX)RING RIM= 343.62 APPROXIMATELY 62 T RF S a WALL CONBIRIILiION TO IF 24" CONC E� 338.17 FROM 6 TO 10 yt b=NG CONWII0N6 r , I \ RI \ A RIM- 345 9 —\ /59UTAED WAT6tl E 24" COTO N= A337.89 E 24'" COf�C 5= .T38.14 ^ TXXI 1 \ -- ♦ ��' i�, NGII I �I �, l NG ♦ 44✓ I �Q\ e. vELL 100 SL i Y LM IRRIGATION DITCH PER 6 URSTON ♦ Y COON IY BLA FILED UNDER AUDITOR 'S FILE NOMHER 3653328 AND THE PLAT OE YELM TERRA HI ED UNDER AUDI TOR S FIL° NUMBER 3687585- (IRRIGATION DITCH APPEARS TO BE ABANDONED) \ RNMOVE DIBnNC NHL IXXEiE. DlsnNc WELL TO Be ABANDONED FER DOE STANDAIM. FRDFDm UNE cm GRADING UMITS LINE i r I f C9 RIM= 344 52 IG 24 CONC S- 33802 T 24 CONC E= 338.02 IE 24 CON(' W= 338.07 S 8830'02° E 688.16 BUILDING N SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 9 RIM= 341 5/ IF 24` CONC E 337.62 IF 24' LONG W- 331.62 12 ensrlNR aRe 1b BE a SAW CUT DIETING ASRlAV RIM- 343.64 LANG SCAP�NG � CURB / IT 8° CONC W= 341.04 APPROXIMATE LOCATION OF EXISTING j SEPTIC DRAIN FIELD TO BE REMOVED EXISTING HURCH HI FF 3 FF ELEV= 344.93 CONCRETE 9LAD 1b BE RE.gV® CB CONCRETE BASE - FOE STATUE TO BE REMOVE RIM 343.62 D IT 24' CONC N= 338.02 LANDSCAPING CURB TO BE REMOVED APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED 7—% SEPTIC SYSTEM ABANDONMENT NOTE: EX15TING SANITARY DRAIN FIELDS TO BE ABANDONED PER THUR5TON COUNTY HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THUR5TON COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL RECOMMENDATIONS OF `.AILS REPORT DATED JUNE 2007, DRAINFIELD LOCATIONS SHOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPFF. NO( P I L Nt 0l SOUTH HALL OF NC Off NN a AL CB RIM- 341.51 IS 24 CONS W= 337.66 G -- _ p C)a A« rtl i rn Pl _L89J __ � . -Y -.S 8830"02" F 40J.� -v. -� BMW TRH TO BE REMOVED (".) �I� tl Iul 1 q' II oI i I; I II k2 � a II !� I SI 5AW CUT EXISTING ASFIIALT ' H110NE PEDUTAL TO BE KMIOCATED. CONTRACTOR TO COORDINATE WITH FAMPOINT COMMUNICATIONS DMNG VrnrtY rOf TO BE RELOCATED. � CONTRACTOR TO COORDINATE VAM ME i I s RIM- 340.35 ceRnaov ® , E 8 'P'vr w- 338SESO ro 45 NR OCTAIL9 EXISTING STORM SYSTEM I �, A9RIALT _ TO BE REMOVED :, I I I 0 70 BE REMOVED «i 14X PARCFI NUMB(R ', 72/30110906 ,I ETO BE REMOVED - -i MOVED FOR _- ElsnNC urM+r POLE ro BE Fitt 0CATEDRANf — E! RELOCATED REMOVED (w.) g U / A40 V INCI 1 All ( JHH J 1- _W BGBTING CURB TO'BE REMOVED I~ —ELEvIM ART a. I Le�o. IIF.zi �.,. �SOPIH END CULVLH1 (I GP I NOT FOUND i ul 5AW CUT DWNG ASPHALT I T I I I I LEGEND FIRE HYDRANT 1W WATER METER WATER VALVE IRRIGATION VALVE OS SEPTIC TANK LID --7 CATCH BASIN OD STORM DRAIN MANHOLE 17, I. GUY POLE CX POWER TRANSFORMER GAS METER GAS VALVE j_ CB TELEPHONE PEDESTAL I RIM 340.34 K` TRAFFIC SIGNAL POLE IE 8' PVC SE 31894 it I� UTILITY POLE FENCE _l MAILBOX CONIFER TREE AS NOTED i DECIDUOUS TREE e 1 In HANDICAP PARKING STALL I1 TURN LANE v GUTTER LINE -IAN ),CF PING I POWER LOCATES PHONE LOCATES - -- GAS LOCATES A WATER LINE -- SEWER FORCE MAIN — — — — *co N — — GRADING LIMITS /WORK LIMITS LINE XXX.XX SPOT ELEVATION (PROPOSED GRADE) XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 SCALE RIM- 340.35 ceRnaov ® , E 8 'P'vr w- 338SESO ro 45 NR OCTAIL9 EXISTING STORM SYSTEM I �, A9RIALT _ TO BE REMOVED :, I I I 0 70 BE REMOVED «i 14X PARCFI NUMB(R ', 72/30110906 ,I ETO BE REMOVED - -i MOVED FOR _- ElsnNC urM+r POLE ro BE Fitt 0CATEDRANf — E! RELOCATED REMOVED (w.) g U / A40 V INCI 1 All ( JHH J 1- _W BGBTING CURB TO'BE REMOVED I~ —ELEvIM ART a. I Le�o. IIF.zi �.,. �SOPIH END CULVLH1 (I GP I NOT FOUND i ul 5AW CUT DWNG ASPHALT I T I I I I LEGEND MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83191. 50UTN NGVD 29 ZONE 4602 TC RTC POINT 838 FIRE HYDRANT 1W WATER METER WATER VALVE IRRIGATION VALVE OS SEPTIC TANK LID --7 CATCH BASIN OD STORM DRAIN MANHOLE POLE ANCHOR I. GUY POLE CX POWER TRANSFORMER GAS METER GAS VALVE j_ TELEPHONE MANHOLE TELEPHONE PEDESTAL SIGN K` TRAFFIC SIGNAL POLE LUMINARE LIGHT J —BOX I� UTILITY POLE FENCE _l MAILBOX CONIFER TREE AS NOTED DECIDUOUS TREE HANDICAP PARKING STALL I1 TURN LANE EDGE OF PAVEMENT GUTTER LINE - POWER LOCATES PHONE LOCATES - -- GAS LOCATES A WATER LINE -- SEWER FORCE MAIN — — — — SAW CUT LINE N — — GRADING LIMITS /WORK LIMITS LINE XXX.XX SPOT ELEVATION (PROPOSED GRADE) XXX.XX SPOT ELEVATION (EXISTING) 0 30 60 SCALE MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83191. 50UTN NGVD 29 ZONE 4602 TC RTC POINT 838 i �I �I al y.♦ ROCK RETAINN 4 WALL- SIT STMIDAIm DETAIL ONTH15 SMWT ♦ Ate - e a0 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON EXIST. PARKING EXIST. CL RM. BLDG. U I� I' 8 1 1 1 'I 1 �I 1 f 1 8 1 1 II 1 i 1:6 BATTER GENERAL NOTES: 1. Rmkenes lagher Then 5 shell be comtmeted ar rocks of Z ea 'AA e' a rrvm 5 -men to Y -man frvm Wttom m Wp. Rockeries o(s5' or lorrer shall ne constructed of 3 -man to z -m n 1— 1-0— Io Wp. R-k else celagorfea anan mnwae: T.n -man racks (:mo ro eoo poanaa). is mmaa in leest elm mree �m oap (eoo m Izoo poanaa). (e mcnaa m lease aimeaaan Four -man rocks (1510 [0 2200 pounds). IU inched In least aim naton. er.a- man roofs (zaoo m 6eoo poanaa), za moots m fosse aim z The I..,, dr anan ns Cannes .,tn a o— face. 9 The mng dlmenaion or ens rocks snrll one ur,entm tonerda ma hank eo pronae ma S te ahuur a. Tne rock aL.)I ne pleoed so as to bek Into too rake ;n Ins lower tsar. 5. GR mr Inepec[fon E, W heat noose ne�� Pmoea (I., replica Han r .1 nelghl, roendetion eenel and ruck e. nemen .erring rrvm moss mmeelea seen narrr me sea or. e1Wl anemaer a :pe�anaea m soil mememna. AS DIRECTED BY COUNTY ENGINEER PERU DRAIN WITH a MIN OF ROCK UNDER PIPE `mnae J 'THURSTON COUNTY THIRSTON COUNTY ROADS AND TRANSPORTATION SMVIIOES pVpE�O�PYCJ\ I IEVM ROADWAY STANDARDS ROCK RETAI�JG WALL APPBOIX 9 - A WALL -5EE L ON T 15 SHEET I t T } EROSION CONTROL CONSTRUCTION NOTES: OEXISTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. CONTRACTOR TO USE APPROPRIATE TE5C METHODS TO KEEP SEDIMENT OFF CLARK ROAD. OINSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OI1,15TALL'STREAMGUARD' INLET FILTER PROTECTION AT CATCH BA51N LOCATIONS PER DETAIL ON DRAWING C2.1 OFOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RETAINING WALLS AND GRADE PERVIOUS PARKING AREAS TO FINISH ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EXI5TING BUILDING WHERE D(15TING PARKING IS TO REMAIN, SAW -CUT EXI5TING ACP. 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT COMPACT THE NATIVE 501L BELOW THE SUBBASE. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WTTH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROVISIONS OF CONSTRUCTION SPECIFICATIONS. 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND MAINTAIN UNTIL LANDSCAPING 15 COMPLETE. G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION DEBRIS. PLACE ADDITIONAL A5TM NO.8 JOINT/OPENING FILLER AS NECE55ARY TO FILL COMPLETELY. CONSTRUCTION PHASING THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE STEPS IN THI5 ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED � FAHRR THE CONSTRUCTION SEQUENCE 15 AS FOLLOWS: 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN TH05E Q LOCATIONS SHOWN ON THE PUNS. Q 2. CLEAR AND GRUB THE PROJECT SITE. O 3. BETWEEN NOVENBER 15t AND MARCH 315t, ALL DISTURBED AREAS - FABRIC A9 REQUIRED DUE GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE �1 THAN TWELVE HOURS SHALL BE STABIUZED BY ONE OF THE FOLLOWING: MULCH, SODDING, OR PLASTIC COVERING. Y TO SOIL CONDITIONS, AS 5. INSTALL UNDERGROUND UTILITIES (CABLE, TELEPHONE, POWER, SEWER, K WATER, ECT.) RENEWED AND APPROVED U r 7. AFTER PAVING 15 COMPLETE, INSTALL LANDSCAPE 50D AND/OR SEED, AND BY THE COUNTY ENGINEER 4 5TA51UZED AND SILT RUNOFF CEASES. 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM DRAINAGE SYSTEMS. LEGEND: B- MIN- OF 1 1/2' J, � WALSER EDGE ORIGINAL _.. _. __.____.--- ...._— GROUND 1/E BASE DIAMETER OR Cou 12'. EVERSE WHICHEVER IS CFEATER UNDISTURBED '" EARTH GENERAL NOTES: 1. Rmkenes lagher Then 5 shell be comtmeted ar rocks of Z ea 'AA e' a rrvm 5 -men to Y -man frvm Wttom m Wp. Rockeries o(s5' or lorrer shall ne constructed of 3 -man to z -m n 1— 1-0— Io Wp. R-k else celagorfea anan mnwae: T.n -man racks (:mo ro eoo poanaa). is mmaa in leest elm mree �m oap (eoo m Izoo poanaa). (e mcnaa m lease aimeaaan Four -man rocks (1510 [0 2200 pounds). IU inched In least aim naton. er.a- man roofs (zaoo m 6eoo poanaa), za moots m fosse aim z The I..,, dr anan ns Cannes .,tn a o— face. 9 The mng dlmenaion or ens rocks snrll one ur,entm tonerda ma hank eo pronae ma S te ahuur a. Tne rock aL.)I ne pleoed so as to bek Into too rake ;n Ins lower tsar. 5. GR mr Inepec[fon E, W heat noose ne�� Pmoea (I., replica Han r .1 nelghl, roendetion eenel and ruck e. nemen .erring rrvm moss mmeelea seen narrr me sea or. e1Wl anemaer a :pe�anaea m soil mememna. AS DIRECTED BY COUNTY ENGINEER PERU DRAIN WITH a MIN OF ROCK UNDER PIPE `mnae J 'THURSTON COUNTY THIRSTON COUNTY ROADS AND TRANSPORTATION SMVIIOES pVpE�O�PYCJ\ I IEVM ROADWAY STANDARDS ROCK RETAI�JG WALL APPBOIX 9 - A WALL -5EE L ON T 15 SHEET I t T } EROSION CONTROL CONSTRUCTION NOTES: OEXISTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. CONTRACTOR TO USE APPROPRIATE TE5C METHODS TO KEEP SEDIMENT OFF CLARK ROAD. OINSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OI1,15TALL'STREAMGUARD' INLET FILTER PROTECTION AT CATCH BA51N LOCATIONS PER DETAIL ON DRAWING C2.1 OFOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RETAINING WALLS AND GRADE PERVIOUS PARKING AREAS TO FINISH ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EXI5TING BUILDING WHERE D(15TING PARKING IS TO REMAIN, SAW -CUT EXI5TING ACP. 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT COMPACT THE NATIVE 501L BELOW THE SUBBASE. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WTTH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROVISIONS OF CONSTRUCTION SPECIFICATIONS. 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND MAINTAIN UNTIL LANDSCAPING 15 COMPLETE. G. AFTER COMPLETION OF LANDSCAPING, REMOVE FILTER FABRIC WITH CARE AND SWEEP PAVERS TO REMOVE ANY CONSTRUCTION DEBRIS. PLACE ADDITIONAL A5TM NO.8 JOINT/OPENING FILLER AS NECE55ARY TO FILL COMPLETELY. CONSTRUCTION PHASING ri%/lJ INLET FILTER PROTECTION FILTER FABRIC FENCE O NEW AC PAVEMENT NEW CONIC SIDEWALK ® NEW PERVIOUS PAVEMENT EXIST CONC 51DEWALK EXIST. CONTOURS N 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE STEPS IN THI5 ORDER, BUT SOME PORTIONS OF THE STEPS MAY BE PERFORMED OUT OF SEQUENCE, AS CONDITIONS REQUIRE. THE CONSTRUCTION SEQUENCE 15 AS FOLLOWS: 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN TH05E Q LOCATIONS SHOWN ON THE PUNS. Q 2. CLEAR AND GRUB THE PROJECT SITE. O 3. BETWEEN NOVENBER 15t AND MARCH 315t, ALL DISTURBED AREAS (V GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE �1 THAN TWELVE HOURS SHALL BE STABIUZED BY ONE OF THE FOLLOWING: MULCH, SODDING, OR PLASTIC COVERING. Y 4. GRADE 517E AND INSTALL ALL PERMANENT 5TORMWATER FACILITIES, 5. INSTALL UNDERGROUND UTILITIES (CABLE, TELEPHONE, POWER, SEWER, WATER, ECT.) G. PROVIDE CATCH BASIN PROTECTION BY INSTALLING SILT SOCKS AND ALL U 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 IS 5TA51UZED AND SILT RUNOFF CEASES. 9. DESIGNATE AN AREA FOR WASHING OF EQUIPMENT AND CONCRETE TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY INTO THE STORM DRAINAGE SYSTEMS. LEGEND: ri%/lJ INLET FILTER PROTECTION FILTER FABRIC FENCE O NEW AC PAVEMENT NEW CONIC SIDEWALK ® NEW PERVIOUS PAVEMENT EXIST CONC 51DEWALK EXIST. CONTOURS N 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91. SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON ADAPTER SKIRT 48" RETRIEVAL STRAP 36^ OVERFLOW STORM (TO BYPASS PEAK SEDIMENT ACCUMULATION INSTALLATION: MAINTENANCE: • REMOVE CATCH BASIN GRATE • DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE •CLEAN DIRT AND DEBRIS FROM GRATE LEDGE SEDIMENT LEVEL •PLACE STREAMGUARD INSERT OVER CATCH •RECOMMENDED: EMPTY AND REINSTALL BASIN OPENING WITH BAG INSIDE BASIN WHEN UNIT IS APPROXIMATELY HALF FULL • REPLACE GRATE, AT THE SAME TIME PINCH (UP TO 12 INCHES SEDIMENT) 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 OUTSIIDE SIDE OF GRATE IF INSERT IS REUSABLE SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. 1 08/29/07 MERIDIAN: 0 REVISIONS PER THUR5TON COUNTY COMMENTS DRAWN BY: DF5IGNED B NLA NMW Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 292 -7230 fox (360) 292 -7231 2 03/14/08 VERTICAL DATUM NAD 891, SOUTH NGVD 29 REV1510N5 PEP THUR5TON COUNTYCOMMENT5 CHECKED BY APPROVED BY MR5 3 04108109 REVI510N5 PER THUR5TON COUNTY COMMENTS 4 04122109 REVISIONS PER CITY OF YELM COMMENTS DATE 5 -13 -09 JOB NO: 406041 .20 NO DATE BY CKD APPR PEV1510N STORM DRAINAGE DESIGN MANUAL FIG B 2 USEER FABRIC MATERIAL BO' HIDE RIXLS USE STAPLES OR IMRE MW 10 ATTACH FABRIC TO HIRE Y X 2 X 14 G• MIRE FABPoC OR EW/VALENT - �' 1 =11 =•� _- FU= 11= 11- 11= 11= 11 =11= 1�= I r ,- M MWASHM r i0 1 112' WASHED A W1 BACKnU ON BOTH SLOES OF FILTER FABRIC FENCE 2' X 4' MOOD POST ALT. STEEL FENCE POSTS REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: 02 oz -,ss, FILTER FABRIC FENCE DETAIL 4 ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS w expires 2 years from DATE: nce date I PROJECT STANDARD EROSION CONTROL NOTES SILT FENCES I . FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE 5PUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM G4NCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. P05T5 SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UP5LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT PENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE SIDE OF THE POSTS USING HEAVY -DULL' 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 FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. G. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UP51-0PE AREA HA5 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 511ALL BE INSTALLED AROUND ALL TREES TO BE PRESERVED. THE FENCING 15 TO BE INSTALLED AND INSPECTED BY THE'1HUR5TON COUNTY INSPECTOR PRIOR TO ANY GRADING ACTIVITY. NO C0N5TR1JCTION ACTIVITY IS ALLOWED INSIDE THE TREE PROTECTION AREAS. HYDROSEEDING 1. SEED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPUED 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.,GEOTEXTIIES, JUTE MAT, CLEAR PLASTIC COVERING). 3. SEED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, 5WALE5, LEVEL 5PREADER5 AND SEDIMENT BASINS. S. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. G. FERTIUZER5 ARE TO BE USED ACCORDING TO 5UFPUER5 RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENEVER EXCAVATION OF THE SITE EXP05E5 PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, SUCH MATERJAL 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 5PECIFICATION5 FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION AND UBC REQUIREMENTS. MEASUREMENT AND PAYMENT SHALL BE MADE BY PER TON OF MATERIAL EXCAVATED. DEWATERING FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF STANDING WATER AND MUDDY CONDITIONS AS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS. SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE 517E AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A L055 OF SOIL FINES FROM FOUNDATION AREAS WILL NOT BE PERMITTED. GENERAL EROSION CONTROL NOTES I . 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 EX15TING OR PROPOSED DRAINAGE FACIUTIE5 SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF 51LT5 TO OFF -5rrE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTOR5 ACTIVITIES SHALL BE HYDROSEEDED. 2. 5TABIUZATION OF ALL EXP05ED 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. HYDR05EED OR PROVIDE PLASTIC COVERING OVER ALL PROPOSED EXPOSED LANDSCAPED AREAS IMMEDIATELY AFTER CONSTRUCTION. 5. A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL WHO WILL BE ON -51FE OR ON CALL AT ALL TIMES. WILL BE IDENTIFIED BY THE CONTRACTOR- TOPSOIL STOCKPILES I. STOCKPILES SHALL BE 5TA51UZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM 5TOCK PILES MUST BE POSITIVELY PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOP50ILFD SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING THUR5TON COUNTY, WA, EROSION CONTROL NOTES AND DETAILS I C2.1 2007104764 MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 891, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 YELM LDS CHURCH IMPROVEMENTS PROJECT DRAWING THUR5TON COUNTY, WA, EROSION CONTROL NOTES AND DETAILS I C2.1 2007104764 SEC. 30 T17N R2E W.M. SITE PLAN NOTE: STRUCTURAL FILL NOTE: WET VAULT NOTE: EXISTING PARKING NOTE: > > > SITE PLAN FOR THIS PROJECT 15 PROVIDED BY HOCH5TRA55ER ASSOCIATES, ARCHITECT5 CONSTRUCTION OF ANY STRUCTURAL FILL SECTION SHOULD THE WET VAULT MATERIAL TO BE CORRUGATED HIGH UPON COMPLETION OF THE PROJECT, CONTRACTOR TH U RSTO N COUNTY WASHINGTON FOLLOW ALL RECOMMENDATIONS OF 501(5 REPORT BY DENSITY POLYETHYLENE PIPE (CPEP)- SMOOTH SHALL APPLY A SLURRY 5EAL IN ACCORDANCE WITH THE ' STATIONING NOTE: BRADLEY -NOBLE GEOTECHNICAL SERVICES DATED JUNE 12, 2007: INTERIOR. WET VAULT MATERIAL MUST ACCOMMODATE CONSTRUCTION SPECIFICATIONS TO THAT PORTION OF I CONTRACTOR TO USE JULY 25. 2007 AND MARCH 10, 2008 HS-20 LOAD5. WET VAULT SHALL BE PLACED ON THE PARKING AREA THAT WAS NOT RECONSTRUCTED. INTERSECTION CJL OF CLARK ROAD AND YELM AVE E = STA 0 +00 ik I A EXTREME CARE WHEN 3 NATIVE Al WITH SUITABLE BEDDING. DETAILS ON ARCHITECTURAL PLANS. PARKING AREA PER STRIPING NOTE: 'Y I I {. EXCAVATING TO ! INSTALL CATCH BASIN. WATER UNES. IN CLOSE Xlip --±_- ,� ,� SEE ARCHITECTURAL PLANS FOR PARKING LOT LAYOUT AND STRIPING DETAILS PROXIMITY. 349.20TOW �rt -�-tr- ,--r< -� �r- *� -�--- _. _ -�; - 345.20BOW 345.1 3448 13 a .' . _,.""" ,rte .._ _ * - �r ..- r- �. , - "_ „ 8 13 + F - -34 .6 - - 57 341,,90 342.02 341.40 H 344.93 r, �• ®0.5 344.43 k j r h, t 344.50 -� T r . 43 O6: 344.00 g EXIST. PARI(�NG 342.49 342.0 341.80 �� } ` i 34256 I �� 14 6 > > 341.99 Z 343.24 342.50 341:57 343.06 19 341.30 342.74 342.00 �� t4 342.56 341.53 I . Y 341.-05- - � 343.06 342.19 341.37 e � I 13 341.69 ~340.87 340.55 341.03 342:56 ? K ,4 1342.70 341.05 342.46 - - 343.83 3 340.55 341.96 34 .ea e I OLF12 "00.$90 42.20 /4 ? a � � �� 342.2$ co Coco c 341.37 R2� � b 341.53 42.0 �,_ •' , j �^ 343.33 341.78 i g 343.83' :�' 6 341.03 352.1' W r .59 348.1490 EXIST. CL 348.38 TOC �� -i 40" ,347.88 347.88 FL \ IE12" =338.05 I - III 347.94BOW -7 15 3 b 349.00T0W, L .00BOW ��_- �- '� ;� SEE IMPROVEMENTS C4.2 349.00TOW � FOR FRONTAGE oD / IMPROVEMENTS 341.79 If �� 350.Q30T0 _ 342.36 3 29 LEGEND: \ 348.008Oik 3 10 \ 341.86 b 5' 0 TOW ' - //� � j; 8 / w.: -s- STORM DRAIN LINE .00BOW %,; /'i�/ ; . $�- \ \ // 342.36 342.29 ' 0 ROOF DRAIN UNE `. \ - . .00TOW�, /, `- --�-- ` 341- a 41 9 c. / I' 34 OBOW j NEW AC PAVEMENT �. 351.OtTOW ' '/ i ---� . •< 'g tl •• / 3 L` ® NEw'ECOIOCOR 348.00BOW 5.a " 51MILAR PERVIOU5�j+ i/ - r IE 60 "= 33$.05° PAVERS EXISTING CHURCH BUILDING NEW CONC SIDEWALK xL �� \ T' I r 15,397 rE S.F. ®0.5� CATCH BASIN � '�O NEW C i 2 8 � \k_ r;' 79LF 1 : (FF= 344.93) _ a `_ r - ti. EXIST CONC SIDEWALK ti'. / 3 ° �� IE 12''= 1 0 777] \. \ \ \ 7 FL 34338065 16 o00 IE 12 "= 335.65 IE12 "= 338.05 II gy SURFACE PLOW DIRECTION t �" KNISH SPOT ELEVATION 343. 76 342. 70 tll '•e / ., � � 343.45 343.1 71X1(.%% EXIST. SPOT ELEVATION �} \�• �• ,j 11' »� 342.95 co �I�I !% CONTRACTOR C USE D(TIO nit �a11y CARE WHEN EXCAVATING TO zxs. EXIST. CONTOURS / 34 •.. _. � _ �✓, .. ,.- -_ - �. �a• � � i � i INSTALL CATCH BASIN. WATER \ .a 34�. 77 . UNES IN CLOSE PROXIMITY. • STORM DRAIN CLFANOUT �, � � � FL 343. 00 ` CO IE= 342.65 8.a •' �- - 342.27 EXISTING CATCH BASIN `' ( =x - -- „ - - FF= 344.93 '_.•' ` .. .` r;- - - I STORM DRAIN CATCH BASINS 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 (12') 5W 0 TYPE I W/ 34.18' RT 343.00 338.46 (12') NE (12') 338.46 (129 5 SOLD LID TYPE I W/ SOLD LD 9 +82.29 33.14' KT 342.78 338.15 (129 N,5 338.15 (12') W 4 TYPE 1 9 +82.44 53.05' RT 341.81 338.05 (1291 338.05 (1275 5 TYPE PE 1 9 +82.51 83.01 i 340.70 338.20 (6) S,NW 338.20 (89 E © TYPE I 9 +63.83 1 20.6T RT 340.33 - i SE 5E (87 TYPE I 10 +64.23 83.23' RT 341.70 - 338.61 (89 N ® TYPE 2 W/ 10+88.03 75.0 RT 341.85 338.05 (12)N 331 (12') W SOLD LID 335.05 (69 N 0 TYPE I W/ 10 +87.47 31 RT 342.85 339.46 339.46 SOLD UD .44' (129 E (12') N I O TYPE I 10 +87.13 1 6.00' RT - 342.16 338.77 338.77 F.O.C. (129 5 (129 W I I TYPE I 11+39.83 16. O C 342.01 - (I 2' 04 "D15TANCE5 SHOWN ARE TO THE CENTER OF THE GRATE UNLE55 OTHERWI5E NOTED 'DETAILS SHOWN ON DRAWING C3. I 73LF 6 ®1.0;, 342.78 342.37 8 I NEW 11 343.90 342.59 ,. }. CO IE =341.92 r = 343.40 14 # 343.28 342.47 342.87 ADDITION COIE�34159 '< 344:40 343.09 I 342.97 23LF 6 "PVC ®1.09 343,90 v 3,930 S.F. 343.02 CO IE= 341.36 ',. A •. __ 342.52 � ;,�• � I 5LF B" ®1.0% > ( -'; 344.47 r � � , � � � `_ � ( rS if 1 - - 343.97 ` 1 `, 1 z f 6LF 6 ".i:0 50LF 6 " ®1.OZ '' s.a tg - X - IE= 341.30 I CO IE= 341.86 - 12 344.00BOW 344.16015 t7 345.00TOW 13 -� PROPERTY UNE (TYP.) 344.00BOW 343.20 TOC N 34718TOW•> END OF WALL 342.70 FL I 10 �\ 344.1880W I� STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: 1O CONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 O DRAWING C3.2 CONCRETE TRAFFIC CURB PER DETAIL (17) ON 11 CEMENT CONCRETE 51DEWALK PER DETAIL (4 -1 1) ON 0 20 40 DRAWING O INSTALL (3) - 98 LF 50 WET VAULTS PER DETAIL (1) ON DRAWING C3. 1 O CONSTRUCT DRAWING l TYPE I HC RAMP PER DETAIL (F130.10-0 1) O O SCALE 12 CON5TRUCT FRENCH DRAIN PER DETAIL (1 5) ON DRAWING C4.5 16 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL OCONSTRUCT 115 LF X 22' WIDE X 4.5' DEEP INFILTRATION GALLERY Wl 5TORMTECH CONSTRUCT NEW CONCRETE PAVERS SECTION PER DETAIL (20, CONSTRUCT VERTICAL FACE CEMENT CONCRETE CURB PER DETAIL (21) INSTALL CONCRETE WHEEL STOP PER DETAIL (I G) ON 5C -740 OR APPROVED EQUAL PER DETAIL (2) ON DRAWING C3. 1 . INSTALL INSPECTION 8O O 17 PORTS AND ACCESS RISERS PER PLAN AND DETAILS (5) AND (6) ON DRAWING C3. I 21, 22) ON DRAWING C3.2 13 ON DRAWING C3.2 DRAWING C3.2 MERIDIAN: WASHINGTON STATE r DRIVEWAY. O CONCRETE APPROACH +54.0. C OO PER DETAIL (4-9 L DRAWING ENT I O EX15TING STORM DRAIN SYSTEM TO REMAIN 14 CONSTRUCT FLUSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3. 1 PLANES COORDINATE VERTICAL DATUM NAD 11. SOUTH O CONCRETE APPROACH PER WAY. II STT ON DRAWING CEMENT I 10 INSTALL TYPE II BARRICADES PER DETAIL (1 2) ON DRAWING C3.2 15 CONSTRUCT ROCK WALL PER THURSTON COUNTY DETAIL ON DRAWING 1g CONSTRUCT SUCT 5 DRAWING 13.2 EWAI �P PER DETAIL NGVD 29 ZONE 4602 TIC RTC POINT 838 IPROVIDE 3610 ACCESS RISER PER DETAIL THI5 SHEET �I 12'0 PVC FROM MANHOLE #4 If = 338.05 PROVIDE 300 ACCESS RI5ER PER DETAIL THIS SHEET. PROVIDE 300 ACCESS R15ER PER DETAIL TH15 SHEET. 12'0 PVC TO MANHOLE #8 If = 338.05 - 60'0 H2O -RATED CPEP SMOOTH INTERIOR WET VAULT @ 5 - 0.0 FTJPT. IE = 334.05 1 WET VAULT DETAIL SCALE: N.T.S. FINISH GRADE 4800 TYPE 2 CB RIM = 341.85 36'0 ACCE55 RISER IE IN = 338.05 12' N IE IN At 335.05 Go N IE OUT = 336.05 124 W STANDARD LIFT GATE WITH CAM OPERATED LATCH WITH 400 L.B. CAPACITY CHAINWELD TO ACCESS FRAME AT TOP OF ACCESS RISER i 12'0 PVC @0% It = 338.05 - 334.05 WET VAULT DRAIN DETAIL 4 SCALE: N.T.S. lBARAIE WE IM1NiPA1.ME WrNNAO R�'VTWrINWaaA VAW J,tit.ri/ «iA46 YMLLHR PPEDMW MaallY tM3ARAlE eAdE mart TYPE 2 CATCH BASIN SCALE: N.T.S. i WI R ANII.OUW.. vee, CAI000191 NGn A�''°sa'e'TRlra Tux SAN. Ntlrh] �OIawMBal'Snnl gpBwMILLRP RRIDIE N➢aIIB 12'0 PVC @0.5% TO INFILTRATION GALLERY IE = 336.05 F %YE47 SEE TYPICAL PAVING SECTION DETAIL ON DRAWING C3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM NUMBER LENGTH WIDTH I BOTTOM d:5LF HAMBE OF ROWS tSLF aABEIB(a14aaT ELEV. 12'0 PVC 12.0 PVC 6'0 PVC TO MANHOLE IE = 335.05 4 5 =0.0 FT/FT 5 =0.0 F'DFT 1333.40 IE = 335.05 IE = 335.05 O - 60'0 H2O -RATED CPEP SMOOTH INTERIOR WET VAULT @ 5 - 0.0 FTJPT. IE = 334.05 1 WET VAULT DETAIL SCALE: N.T.S. FINISH GRADE 4800 TYPE 2 CB RIM = 341.85 36'0 ACCE55 RISER IE IN = 338.05 12' N IE IN At 335.05 Go N IE OUT = 336.05 124 W STANDARD LIFT GATE WITH CAM OPERATED LATCH WITH 400 L.B. CAPACITY CHAINWELD TO ACCESS FRAME AT TOP OF ACCESS RISER i 12'0 PVC @0% It = 338.05 - 334.05 WET VAULT DRAIN DETAIL 4 SCALE: N.T.S. lBARAIE WE IM1NiPA1.ME WrNNAO R�'VTWrINWaaA VAW J,tit.ri/ «iA46 YMLLHR PPEDMW MaallY tM3ARAlE eAdE mart TYPE 2 CATCH BASIN SCALE: N.T.S. i WI R ANII.OUW.. vee, CAI000191 NGn A�''°sa'e'TRlra Tux SAN. Ntlrh] �OIawMBal'Snnl gpBwMILLRP RRIDIE N➢aIIB 12'0 PVC @0.5% TO INFILTRATION GALLERY IE = 336.05 F %YE47 SEE TYPICAL PAVING SECTION DETAIL ON DRAWING C3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY STORM NUMBER LENGTH WIDTH I BOTTOM INLET HAMBE OF ROWS PWNCOIJCRETE aABEIB(a14aaT ELEV. ELEV. 50-740 4 1 118.00 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 - 3/4 - 2 INCH WASHED, CRUSHED, ANGULAR STONE ADS sot GEOTEXTILE OR EQUAL IF 11 -111 -1 I CHAMBERS SHALL MEET ASTM F 2418 -05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS ". 3" ASPHALT CONCRETE PAVEMENT 2" CSTC (NATIVE SOILS) \ �(�° BALLAST 'I GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL SCALE: N.T.S. MIN. 0.25' ACP PATCH 9a PROPOSED PAVEMENT -{ 1 .5' (TYP) SECTION � fFehWii 36'0 ~1 a3 aid EA cats I'll V111 FRAME AND VANED ORATE OME lB BAR HOOP FOR P nHEI[a11F TVA fd eAA VIOOP6 POR 1Z' HEICM A BM FACE WAY -�" PRECAST BASE SECTION TYPE 1 CATCH BASIN 3 SCALE: N.T.5. PIPE ALLOWANCES S N YATMIM Pia YAIaML NHD4 DYYFIBI MINE, C)R IT PWNCOIJCRETE aABEIB(a14aaT a METALPPE Ill' C'SSPU -_.... IT - Isro_sPEC.eaa.GO) oiwr YPR mr-D. a la1P. SPECc, . 4O6.11(Ig w'A44 wC ,N. DET). SE Ism. SPEC. 9m.12R2)) I •C ow SEETEOPOI.YFT11ttENE wow sByaA PPE WISH CW IT MN I PAVEMENT 5ECTION 1. As acceptable alYmedve , to ft rebar serum In 7M PRECAST BASE SECTION, figs (Placed according to Iha Standard SpecifioullerI AT MISS mash having a ff**Mm area of 0.12 Square Silos per led shall M used WM IM MIrA Nm mquk ed robs dM" h theALTERNATVE PRECAST BASE SECTION. Wke mash elal not be placed M as wwdoub. 2. The kroticdl diameter doll not be greater than 21P. Knockouts shell have a well Ihlclmese dr minknum to 2S mmDrNrnE Provide a 1.Y mY,Ynlm gap twela en dm knadcal wall and Sm Outside ofthe plea. After III pipe Is Installed. 0 the gap with )dm mortar M aoeordanpe with Smrlderd 5pecYwtlpn 91044 3. The maxkmwn do* from Sit fld9hed grade to one barest Plee [wart dial be 9. 4. The kame and amts may be Metalled with the III W «down. The home may be Boat bb are aqusbnen ssudan. 5. TM Precast Beare SerJtell may have a rounded floor, and dur walla may be sloped at a rate d T'J,4 Oreleeper- e. The Opening shell be measured s lea top of the tMen-0Y bsee section. T. All pk k V INNS shell be groded Tall ~She baeln has been placed. SffNOIEi ALTERNATIVE PRECAST BASE SECTION S9 BPR UCN WELL- COMPACTED 0.67 - FILL (TYP.) COMMERCIAL CONCRETE DRAINROCK (TYPJ N- NOTE: 5'0 CPEP OPENING IN UD FOR < PERFORATED USE OF MANHOLE PVC PIPE PROVIDE HOOK 15 REQUIRED. ACCESS LADDER 5 ACCESS RISER DETAIL SCALE: N.T.5. Ilpro 1. Ne AYMaAM,NRYAM'y�1Nx/yYP «b. z. Tre9axm mull Dean sere W,n,NbMMaNMMUIrAa®+,M a Tint RMraMw SwnA nls PPa nMrbwlrw Wlnw. sPp w «min. TTw SamA Ilayb otl IlM IhA NPOrwrt eAtlbn 4. W1YlLIY tlwInM. y'aM!]Wt Orl llew AA n W2 Isalk F. A lb',10MUm W bIYN. IINMPMnII DUNS atl tl«wMYS NBN PUs. Aae ER PPA M EWYtl. N Mplp anpM MoMU M.ma.o,.Y, d1aYSN sPAUI«sN, 9Da5 r11 e",INAYS PabN Mv1 S. ". PAw (SH aw e,4M law, a 90310 ped i�P 6r it CATCH YASIM TYPE 2 STNIDMW PLAN W102& N .1.1. AReeAD WII RNGIdI )W 4 Pobdk1a0 ow-0a PAVEMENT FLOOR BOX FRAME AND LID W /S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW -IN CAP CLASS "C "CONCRETE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ° D D D D D 0 SC -740 CHAMBER III III 0� o� 0� III 0Ii ID 0� ID 0 AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE STORMIECN LLC CONCEWUAL PUN ONCI.AILIER THIS STOINmEM OIAMBER SYSTEM LAYWT WAS PRODUCED TO DEMONSTRATE A M IAYWT THAT MLL PANOE THE DE9a1 WDIME USTED AaOK_ THE SIANG, PIT AND APPOCAN11Y OF THE SIaNTEOH BERMES MTEM Fm THIS SI'ECTRC PROJECT HAS NOT BEEN DETDMINED. IT IS ME ULTIMATE RESPON9elltt OF ME DESIGN ENGINEER TO ASSURE THAT THE STpwWATER SYSTEM D SN IS IN F11I1 COMPUANC£ MTH ALL ANPl1CABIE IAWS AND REON.ATONS. STDRMTELN PROOICTS MUST BE DEEMED AND INSTALL£) IN ACCORDANCE Mm STORMTOW'S MINIMUM REWINAIENIS. STCRMTEOH LLC O NOT APPROVE PLW$ SDNG ON SYSTEM DEFSONS THE C GNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DE0904S INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.S. L INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER ` NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUA IRS➢ CATCH DESGN TYPE 1 STANDARD PLAN 54sR040 P� , ar+Aai NarehiJ. PI&OM "41-M T GRADE 0.5' COMMERCIAL CONCRETE RECESSED HANDLE TYPE COVER OR OLYMPIC FOUNDRY UB -950 OLYMPIC FOUNDRY #VB -950, OR INLAND FOUNDRY #248 VALVE BOX WITH `STORM' CAST IN UD COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS SCALE: N.T.5. S N CATCH BASIN DIMENSIONS CATCH MMYNY aABEIB(a14aaT e -L N�_E, I _ oiwr YPR N FAIN DMtmIXI IIQaYa 1111L1aY6 I Al �A ✓I NMMaNQrla eY'AeATE BSE P4YBRAL WE 45' e C ad- Y am pub N' A8 P AY r 0.19 ale SIT B C 4S r 015 DOD IT e a ra' IT daa aaA w T IT 'T IT 0.Y 029 yye C IT e•' SIDEWALK tT O.SB nB AUL I`I w.On. A PIPE ALLOWANCES CAS., PPE YATHiNL NSM W1pMUY IY&DE OMMEIER BASIN ,yy s0u0 PRpRE LP °E OF Ii - DIAMETER METAL CPSSP ;f) NWML WAIL PAICai PWVJ Lc 11oN, 0 -H 'dP 4C 2P Ft� -NA1 H- SP w AT A ])• aC ev a AT sY 9r 4T TS' AT w 4T w d4- s4' w eP x 46' w w Tr aP sit w _ _I Ise <I .A r11 e",INAYS PabN Mv1 S. ". PAw (SH aw e,4M law, a 90310 ped i�P 6r it CATCH YASIM TYPE 2 STNIDMW PLAN W102& N .1.1. AReeAD WII RNGIdI )W 4 Pobdk1a0 ow-0a PAVEMENT FLOOR BOX FRAME AND LID W /S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW -IN CAP CLASS "C "CONCRETE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ° D D D D D 0 SC -740 CHAMBER III III 0� o� 0� III 0Ii ID 0� ID 0 AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE STORMIECN LLC CONCEWUAL PUN ONCI.AILIER THIS STOINmEM OIAMBER SYSTEM LAYWT WAS PRODUCED TO DEMONSTRATE A M IAYWT THAT MLL PANOE THE DE9a1 WDIME USTED AaOK_ THE SIANG, PIT AND APPOCAN11Y OF THE SIaNTEOH BERMES MTEM Fm THIS SI'ECTRC PROJECT HAS NOT BEEN DETDMINED. IT IS ME ULTIMATE RESPON9elltt OF ME DESIGN ENGINEER TO ASSURE THAT THE STpwWATER SYSTEM D SN IS IN F11I1 COMPUANC£ MTH ALL ANPl1CABIE IAWS AND REON.ATONS. STDRMTELN PROOICTS MUST BE DEEMED AND INSTALL£) IN ACCORDANCE Mm STORMTOW'S MINIMUM REWINAIENIS. STCRMTEOH LLC O NOT APPROVE PLW$ SDNG ON SYSTEM DEFSONS THE C GNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DE0904S INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.S. L INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER ` NOTE: CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE WITH STORMTECH DESIGN MANUA IRS➢ CATCH DESGN TYPE 1 STANDARD PLAN 54sR040 P� , ar+Aai NarehiJ. PI&OM "41-M T GRADE 0.5' COMMERCIAL CONCRETE RECESSED HANDLE TYPE COVER OR OLYMPIC FOUNDRY UB -950 OLYMPIC FOUNDRY #VB -950, OR INLAND FOUNDRY #248 VALVE BOX WITH `STORM' CAST IN UD COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS SCALE: N.T.5. r SEE NOTE F, RECOM, NDED 9 I(' DRI I"1 I IP A P )A(H N^L I IS c NOM NPR. WIDTH DNE WAY 10 3G 1' I rW0 war 10 0; ac NOTES ,. VdIERf APPROACI FXt [n5 16 WE-H A Ful: DFPT4 FXPANNION 111111 S.IAL 11 PLACID LONOIIUDINA_', cLN-FRFD w Nr AaPROACH 2 FORK AND SuBGRADE INSPECTION ARF REWIRED DC ORE POLIHIFJG CONIRI'T 3 FETES ISSECTON 4)140, YFI M']'VhjPIDENH cuuEI wt S I , x TYPE IS TS R MENr CONCRbt pRB & Gil FP ( JI Y'- LM iFF OF �'d, WCRKS "Pd "J l /� K� I A IIL��IACH 11r -HWIC � 'JWC NO 4- 9 K FITT >.oc _ C CONCRETE APPROACH SCALE: N.T.S. MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAO 83/91, SOUTH NGVD 29 20NE 4602 TIC RTC POINT 838 S N e -L N�_E, I I �A ✓I <0 J l� ` H _ Iar` DI-ILP tin y V L S GUI DIP ' I t 5 SIDEWALK It ION I -�� AUL I`I w.On. A n0 P9DNOL "F, c OC'N�`R LP °E OF Ii - � Lc 11oN, 0 -H r SEE NOTE F, RECOM, NDED 9 I(' DRI I"1 I IP A P )A(H N^L I IS c NOM NPR. WIDTH DNE WAY 10 3G 1' I rW0 war 10 0; ac NOTES ,. VdIERf APPROACI FXt [n5 16 WE-H A Ful: DFPT4 FXPANNION 111111 S.IAL 11 PLACID LONOIIUDINA_', cLN-FRFD w Nr AaPROACH 2 FORK AND SuBGRADE INSPECTION ARF REWIRED DC ORE POLIHIFJG CONIRI'T 3 FETES ISSECTON 4)140, YFI M']'VhjPIDENH cuuEI wt S I , x TYPE IS TS R MENr CONCRbt pRB & Gil FP ( JI Y'- LM iFF OF �'d, WCRKS "Pd "J l /� K� I A IIL��IACH 11r -HWIC � 'JWC NO 4- 9 K FITT >.oc _ C CONCRETE APPROACH SCALE: N.T.S. MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAO 83/91, SOUTH NGVD 29 20NE 4602 TIC RTC POINT 838 i of E �I 1s EDGE AROUBD eBRO MA INI BROOM FiNISN MARK � EXPANSION DINT PLANTER STRIP (AS RED.) CURB & GUTTER _ SIDEWALK 5 M N __ - -- PLANTER (AS RIP FEE ) NO rLS. 1. EXPANSION JOINT MATERIAL TO BE 3/8" WICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 1. FORM AND SUBGRADE INSPECTION REWIRED BEFORE POURING CONCRETE, 1 SCORE MARKS SHALL BE Y1/8 "WIDE BY 21 /4 DEEP. FOR CITY OF YELM SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE DEPT. OF PUBLIC _WORKS MARK SHALL BE MADE AMONG CENTER OF WALK CL MEN I CONCRETE 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND SIDE WA Lf\ GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN _ - - -- SIDE WATK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. NO. GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER, PUBLIC WORKS DIRECTOR _ DA_ _ l[ L 4- 11 DES. -OWN I GKp DATE JEG s -c S -C e_C 10/3/94 10 CEMENT CONCRETE SIDEWALK SCALE: NITS - { i I "1 NEW auFTeM aTiP ADDITION STORM CLEANOUT µ- zA rAAC �LF'a � TOPOF nD.wwr FEW FEW RAW m 5G' 10 2' WASHED ROCK j r I' NON -WOVEN GEOFABRIC �' o MARIEB UPON COMPLETION OF TRENCH. 1 FILTER FABRIC MUST OVERLAP IVARIES 0 25 TRENCH. MAINTAIN FILTER 12' MIN. z E'' FABRIC UNTIL IAND5CAPING 15 COMPLETELY E5TABU5HED. �. 1D, z% 27.. AA. 2 eR To9. $ �CtiMENT WND. BARRIER CURT AND ID ER CITY OF HELM DEPT OF PUBLIC WORKS _ N F I" ( H B O R� I O� O D GENERAL NO TES: COLLFC TOR 1 NO ON iTR-ET PARKING PERMITEO REFER TO R ANT SECTIONS OF THE _ APPRGVeo - T Dwc- E o D Nr UID I FOR ADDITIONAL 4 INFORMATI ON ON STORM PRAINA S,TPEE T LGHFING, PAVEMENT STRUCTURE , ECL DES. DWN CK0- GATE 11 NEIGHBORHOOD COLLECTOR SCALE: N.T.5. �BAMWUCNWPAM MOK®OEDF BBIENYBA19MiWpa i" 'IDAPINGYnI w.nEwY (Iwa� !Iris REIURM (M.) _ -. __________ _ _____ -_ (� ral nErNLA /ij /I ,, � AOBYLKIbWP _ 0 fdANYKN I RA■1!W � MMV6A LAYT%R d LAYOUT d LAY0117 1 BEE NOTE P MENDIE P >H NOTE 2 Gramm \ / 2- a- DEIfiTA■LEY4INM MI ME uErAK) 6� / Tor of EOkWMY y Lc NS dIRNnRB) a -a kNL 61 T%MBL_ ► /�Y ^ RTO4D�BMY Gear BoE1NALlE c �\ I19 0UrM 8Et710N co (M1 ct SECTION r toga ! � NIADINY cMExrmlclNls Elg11rW� l0'N(ryPpANepN r ' y \ RISEDETALI mP41W i 10I w FAIlCECFHOURS '"n wT1lRroacuAe cure OR mIIN ANOOIIr1B1 B -��O -�,—�I 2 "c ceswrlxaQElE� T sBLIAIwcPws MEA aVBwNA ruxlsew SIDEWALK RAW TYPE 1 Fat Awutst, 2 B T SIDEWALK RAMP TYPE 1 WITH LAYOUTS SCALE: N.T.5. T SEC. 30, T17N, R2E, W.M. THURSTON COUNTY. WASHINGTON T 1" CIA, BREAKAWAY FEATURE DRILLED PARALLEL TO SIGN FACE. IF POST SIZE EXCEEDS 4" R 4" SEE W.S.D.OS. STD. PLAN DETAIL '_" FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) 4' ' �- 20" GENERALNOTES: I. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD, AT AN ANGLE OF 45- TO CURB). 3. THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS, THE PREDOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE 3. BARRICADE SECTION SHALL EXTEND 6' BEYOND THE LIMITS OF THE SIDEWALK. 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3 SECTION 6F.60 TYPE I, II OR III BARRICADES, 12 BARRICADE TYPE II SCALE N.T.5. NOTES 1. The' , dke Fwp stem■ tree a 1NAd Nw (rM b eNpew d 2% W0 dhdiN L If • 4'. 2 1, 2, A 3 mWim M ) d■Ir bid lint 'Gerrard Cate 91 R■RS typo r. TI19 bk droll not ITlds w ■dhoett Cu (a QNb 6lAAx1, a 9ldwnic L ROM dWo wll not M dmW 1191112HAV. ♦ To M raft n ardent Imbik NI Nros dMes!1191 not BNaeN L AWN pleft HioWdo P■BCbwA, MI boom, or other obdwdb in Had or mp sores Neel G. Cub A GuIW YkA m, ew M Conk" PIN19 for ■le orb III epedded. Son Sbeded Pie F-10.12 Aar curb datsk 7, Ses Sta dsld PINT F.10.14 Aa ddwak)ord plow.m. end detek A AT ■ f A (i M ML I ■ AIW 2W tux c mT -- b ,7w ,�IJ��_ � IIw PAt1FAlI ANFABWLL N ATIM eEY01QYNddLOR GnTmcTAIL! WAmm FATmem ONTAL woorrmcvmw NDMALK RAMP TYPE 1 VRM LAYarrs STAld7MED PLAN F40.10 -01 LIFT10F1sB APPROVED FW PUMII ITON Ps= BkkNUchN 70.0607 �eweeAe e.Y eAe..a.NT,NTPer. A5PHALT CONCRETE PAVEMENT �FIN15H GRADE 2' C5TC � � � "; � �' -• � 9' BALLAST COMPACTED NATIVE 5UBGRADE OR APPROVED FILL ' COMPACTION TE5TING REQUIRED FOR SUBGRADE. ALL THICKNE55E5 ARE COMPACTED DEPTHS. TYPICAL CLARK 13 ROAD PAVING SECTION SCALE: N.T.S. 3'A5PHALT CONCRETE PAVEMENT 2' C5TC (NATIVE 50119) f NIYA fm , C RA, -A 6' BALLAST NATIVE SUBGRADIf OR APPROVED FlLL COMPACTED TO A MINIMUM D fTY OF 95% OF ASTM D 698 / /� i,/ iT i �/,L.91ii" Ai ONSITE TYPICAL ASPHALT PAVING SECTION 1�r SCALE: N.T.5. 4• 2 I/2' 9' 3 2' 2 d3 BARS 0__ 8' MIN 13/ 16' DIA HOLES 3:1 SAND 4 CEMENT 10' MAX G CONCRETE CURB ROUT I' DEPTH NON - SHRINK GROUT i (2) d6 BARS e) 2' CLEARANCE Mn --{ 16 WHEEL STOP DETAIL SCALE: N.T.5. MMni POINT OF 801ININUK RAMP ,� AND wRe IETIINI -T \ 1� ' caetF carcAETB \ �___ \ 1 .. I BCEYIMY RAIB'TYPE 9B / DETFCTAI EINURI '\ (WE MR J WIMP [�M98eE � \ IEEE DETAk.) ^ ma x, I 'k 1.'a�/ �BMIFF■t BTNPfM'J r� SHE CIN19`'0Nr"InACN7RAFOIR DIUS w�� ' Pll1NV6Y —� NoEV,w�TRNS mE z ' c '' SIDEWALK RAMP TYPE ]B �— IAYWT B -a IBA. a -area NEW auFTeM aTiP ADDITION STORM CLEANOUT zA rAAC �LF'a � TOPOF nD.wwr CB°'T rPEnxu ��... ■ECHON O cerOnwrcaElE cW BGURNi CURB RADIUS DETAIL PATI METAL, MIC B -P Nx B -PIN / FAN pETNU (TEE GWENT C9NC9PrE RAKF / BDLYNK /IAML�YD of 2RWC I, FLUSH y TIPOF � 1- r aornWLAr � REll PmESltaw clw, WNRBSI NEED GMD. PLAN "MATH �- C4MB l OUTTHf (I uIER 6) SECwm ( LBff NOTE 6) B -P IMWP M NP nYB � p'(IYY.) CBwrTCONCREIE reu1NNr wIB 6 leg SID. RAN F10.14 o DEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.S. rI 6' PVC @ 1.096 5EE ARCHITECTURAL FLAN5 FOR ROOF DRAIN CONNECTION DETAIL 15 FRENCH DRAIN SECTION SCALE: N.T.5. /2 R. 6 I/2' 6 I12' 2 FACE OF CURB 5 1/2' 112' R. I' S I/2' I' FACE OF CURB r I' R. MATCH I� J ROADWAY ' TOP O / SLOPE D D ROADWAY F D / / 1/2' TOP OF — / ROADWAY CEMENT CONCRETE TRAFFIC 17CURB & CURB AND GUTTER 1 A SCALE: N.T.5. 6' �,��'ECO —LOC 7l� il�,. � ° ,> jlllL 1 PAVERS NOTES L Tba b0ft,1 d1119 Rnp shod bs14 B 1BEal aw(Fnt N axons of 2%h erq 1111 4' - To 2 The Type BE Remp LAyart ISI Nor (2) of this bb ONR T.Nwm Cprre s:Rrx.k Rory type 38' The bid Hem dow rM IlNltle Ure kQBme w (a Cub & GI NB Sldrxelk belEleen Panps, or fim Convmt COW, PsdesNen Curb. 1 Rkmp slums shod nq be dooper IMn 12111 a. AMN pladn; b�FN(q eNK9es, iuICBNr bm9s or ob,er nbr ooro in Lod d temp epoees alar. 5. Curb &QW M Simi ,see#0 Conbed PWU rot s19 cup deelpR apKMI Sw S19atNd PI. F-10.12 far onb deals S Sw W. Pon 1E30.10 Apr *WI plowmW BM d"I RAIp a Q I � w. wDL A � B PPP A 1ST 4]T �� 3 a nr 1119! nw c ma o1r d ��- msPATreRx AnHwslNu 9EYAl10N BE MFILOYrN wLw DETECTABLE WARNNO PATTERN DETAIL WA„crn nor -IDNS Nlmsl rA „rcr PSiiE SIDERIALK RAMP TYPE 30 VWM LAYOUT STANDARD PLAN F- 40.1¢00 s1Eer 1,IF 1 sFE�T APmWPn rHrr xa 1GTIOr4 KM L sla tlr 02-07.07 R v TYPICAL PAVING 5ECTION (5EE DETAIL, THIS SHEET. 20 FLUSH CURB HSCALE: N.T.S. I /z' R. I. R. � i1� PERVIOUS PARKING LOT SURFACE VERTICAL FACED U CEMENT CONCRETE CURB SCALE: N.T.5. EC01AC CONCRETE PAVM5 AS 1' MIN., 1.5' MAX. MANUFACTURED BY MUTUAL MATERIALS CO. VERTICAL PACE CURB RNLSH GRADE TYR CTI PAVING SECTION 15 _ DETAIL, T TH sHT.) s NATIVE SUBGRADE .> NU5t1 CURB (SEE DETAIL .1 V A5TM NO.B BEDDING OM DETAIL. ' 12' A5TM 140.251EIB-f1A5E 4A5TMNO.1- I /2'WASHED ROCK COMPACTED TO 95% 111 el CONCRETE PAVERS SECTION A -A SCALE: N.T.S. 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 NEW ADDITION STORM CLEANOUT IE =341 .36 FF =344.93 SEE ARCHITECTURAL PLAN5 FOR DETAIL 2' WASHED ROCK j I' NON -WOVEN GEOFABRIC �' NOTE: IN5TALL FILTER FABR)C UPON COMPLETION OF TRENCH. 1 FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 12' MIN. FABRIC UNTIL IAND5CAPING 15 COMPLETELY E5TABU5HED. 6' PVC @ 1.096 5EE ARCHITECTURAL FLAN5 FOR ROOF DRAIN CONNECTION DETAIL 15 FRENCH DRAIN SECTION SCALE: N.T.5. /2 R. 6 I/2' 6 I12' 2 FACE OF CURB 5 1/2' 112' R. I' S I/2' I' FACE OF CURB r I' R. MATCH I� J ROADWAY ' TOP O / SLOPE D D ROADWAY F D / / 1/2' TOP OF — / ROADWAY CEMENT CONCRETE TRAFFIC 17CURB & CURB AND GUTTER 1 A SCALE: N.T.5. 6' �,��'ECO —LOC 7l� il�,. � ° ,> jlllL 1 PAVERS NOTES L Tba b0ft,1 d1119 Rnp shod bs14 B 1BEal aw(Fnt N axons of 2%h erq 1111 4' - To 2 The Type BE Remp LAyart ISI Nor (2) of this bb ONR T.Nwm Cprre s:Rrx.k Rory type 38' The bid Hem dow rM IlNltle Ure kQBme w (a Cub & GI NB Sldrxelk belEleen Panps, or fim Convmt COW, PsdesNen Curb. 1 Rkmp slums shod nq be dooper IMn 12111 a. AMN pladn; b�FN(q eNK9es, iuICBNr bm9s or ob,er nbr ooro in Lod d temp epoees alar. 5. Curb &QW M Simi ,see#0 Conbed PWU rot s19 cup deelpR apKMI Sw S19atNd PI. F-10.12 far onb deals S Sw W. Pon 1E30.10 Apr *WI plowmW BM d"I RAIp a Q I � w. wDL A � B PPP A 1ST 4]T �� 3 a nr 1119! nw c ma o1r d ��- msPATreRx AnHwslNu 9EYAl10N BE MFILOYrN wLw DETECTABLE WARNNO PATTERN DETAIL WA„crn nor -IDNS Nlmsl rA „rcr PSiiE SIDERIALK RAMP TYPE 30 VWM LAYOUT STANDARD PLAN F- 40.1¢00 s1Eer 1,IF 1 sFE�T APmWPn rHrr xa 1GTIOr4 KM L sla tlr 02-07.07 R v TYPICAL PAVING 5ECTION (5EE DETAIL, THIS SHEET. 20 FLUSH CURB HSCALE: N.T.S. I /z' R. I. R. � i1� PERVIOUS PARKING LOT SURFACE VERTICAL FACED U CEMENT CONCRETE CURB SCALE: N.T.5. EC01AC CONCRETE PAVM5 AS 1' MIN., 1.5' MAX. MANUFACTURED BY MUTUAL MATERIALS CO. VERTICAL PACE CURB RNLSH GRADE TYR CTI PAVING SECTION 15 _ DETAIL, T TH sHT.) s NATIVE SUBGRADE .> NU5t1 CURB (SEE DETAIL .1 V A5TM NO.B BEDDING OM DETAIL. ' 12' A5TM 140.251EIB-f1A5E 4A5TMNO.1- I /2'WASHED ROCK COMPACTED TO 95% 111 el CONCRETE PAVERS SECTION A -A SCALE: N.T.S. 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 i �I �I i GENERAL NOTE5 (SANITARY 5EWER MAIN INSTALLATION) I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD 5PECIFICATION5 FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PR=N5TRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. G. THE CONTRACTOR SHALL BE FULLY RE5PON51BLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UPUTIE5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800-424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE PROPOSED FINISHED 5UBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED 5EWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAWS 5HALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPED' OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 8. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED I $" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKS TOWER'. TAPE SMALL 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 RESPON5ZLE FOR MAINTENANCE AS REQUIRE). 11. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL FLAN(5) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 13. IT SMALL 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 DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 15. ALL STEP MAINS SHALL BE HYDR05TATICALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAWS SHALL BE FIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 16. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELIA FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SMALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTMERW 5E AUTHORIZED BY THE CITY OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON-OFF- SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP 125, 30MM PADLOCK, 19. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING IN5PECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) 5.5. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 20. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 21. AT THE END OF ALL STEP LINE 5TUB-OUT5, SHALL HAVE A 4' X 4' POST AND A REBAR SHOWING THE END OF THE UNE. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEE SHEETS C4.1 THRU C4.3 FOR CONTINUATION 427 LF - 4' 5DR 20 CL200 (G5F) - P 0 28 IF - 2' PVC ` 5CH 405WP� " = -"� -., � . 'f"' :' SEWER EASEMENT UNE SDR 21 CL200 (6SP) �> -• 5TA 9 +45.65, 180.54 RT u Qan '^"+r "- -- �. -. ,�, 9 +27.00, 32.44' RT IT _w -- 7 EXIST. PARKING `• IJ ..T �, ,rte ss A, 1130LF -2'PVC JI �,{- IN5TALt CED PRE5WRE BACKFLOW I 5DR21 CL20D 1GSP) l # - B�R DETAIL 6-97 ON - �- -'_ - - DRAWING C4.TMj. I t 6LF- 2'PViC,.. - -- 7 J �I V A 9 +45.65, 51.QT RT j 5TA 9 +49.65, 184.54 KT f NEW PARKING, I - EXIST. 11/2' WATER UNE NOT LOCATED VIA - RM. BLDG. 1 I I. TOPOGRAPHIC SURVEY. ESTIMATE) ... 1 O1 rygry I t LOCATION SHOWN BASED ON EXISTI NG AS -BUILT INPORMATION. CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO NEW STORAGE BUILDING, 168 I, START Or CONSTRUCTION. e'1 LF -1 112• PVC \ u� � I I � I 11 i IS LF - I 1/2- PVC .� a4 �iPPed Ga�Vu iZLd LL;, c_E 4 ss LF -6 PVC nlY, 5�� S�War SPee. Adda.,d,am 1.7s% EXISTING CHURCH 8\01LDING 15,397 S.F. 73 LF r "V PVC 0 t.75% PUMP CONTROL PANEL MOUNTED O /�( 35 LF - G' PVC ®1.75 % - `7 LE, =341.43 6 2 _ 5_U` - 1 I 121 PVC NEW o 0 ADOMON T's k1�ts 5•ER� T0.ni1� LoCa4Q,d lr �- 'DOLS 5+0 Te.nK R,a -rraffiC Rixk" 'Ring's I CAVL4 -S p + IIM L COMPOSITE UTILITY PLAN NOTES: OINSTALL 1 -1 12'X 1 -1 12'X 1 -1/2 "TEE OINSTALL 45° BEND OINSTALL 90° BEND ORELOCATE EXISTING FIRE HYDRANT OINSTALL 6' X G' X G' TEE //'' y P End «F L ippu 66 IN5TALL� SEWEP,816W PER DETAIL (7 -20) ON DRAWING C4.4 0 OINSTALL 45' STEP BEND WITH THRUST BLOCKING PER DETAIL (G -13) ON DRAWING C4.5 OINSTALL 2' SERVICE CONNECTION PER DETAIL (7 -1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7 -21) ON DRAWING C4.4 I 0 INSTALL 4'X 2' REDUCING TEE 5L X SL X,.I?OR PIPE SADDLE SL (N040.640 k) LEGEND SS GRAVITY SEWER UNE av STEP SEWER LINE EXISTING WATER LINE v PROPOSED WATER LINE -- A55UMED WATER LINE T �LS l� 45° BEND (WATER) 6 l OL►� Qyu� QI•, L 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRUST BLOCKING (SEWER) 27 LF- C.r055'tng 5DR 21 CL200 (GSP) SEWER CLEANOUT a STEP PUMP CONTROL PANEL g. N SEWER GATE VALVE O NOTE: TEST OF ALL BACKFLOW A55EMBLY5 ARE NEEDED AND A COPY Q OF THE REPORT SENT TO WATER DEPARTMENT @ PUBLIC WORKS _ O 901 RHOTON ROAD YELM, WA. 98597 1' � ShoI..'�w® FiniSh�et C"Lra.Cd,L 1dI�.Va�i�h Tia nK M-A; T. G.. Q g J i UNEW IRRIGATION METER PER CITY OF YELM DETAIL 6 -3 ON DRAWING C4.5. REDUCED PRESSURE -1 ASSEMBLY FOR PER DETAIL DETAIL 6 -17 ON DRAWING C4.5. -- - - I 7 - STA 1 1 +51.50, 186.517 RT 11, 40 LF - r PVC i t 5CH 40 SWP .. . SEE STEP TANK DETAIL (20) ON DRAWING C4.5 NEW R.O.W. UNE Si,nw Waco r U Sa9c for lZ MoL��IAS, I.E. = 338.01 \-I.E. = 339.93 'For Sio.4 -�Ank 5i2.in9pttir�oSAS, SEE MECHANICAL PLANS FOR CONTINUATION ,1(1� EXISTING 8' WATER LINE EXISTING G" WATER LINE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 APPROVED FOR CONSTRDC ➢ON BY: DATE DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES. ul i i 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 53/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 N 81 11 eNI I I 1 S..a.1)LkaLl '7 -7 -Par alt S'tdn. B I� i ( It t I EXISTING FIRE HYDRANT TO ICE II .-RELOCATED: CAP EXISTING LINE AT NEW Q I HYDRANT LOCATION, REMOVE OR �. t I ABANDON REMAINING UNE BEYOND NEW I 1. 2 I HYDRANT i 1 5TA I 1+49.50, 184.50` RT + IIM L COMPOSITE UTILITY PLAN NOTES: OINSTALL 1 -1 12'X 1 -1 12'X 1 -1/2 "TEE OINSTALL 45° BEND OINSTALL 90° BEND ORELOCATE EXISTING FIRE HYDRANT OINSTALL 6' X G' X G' TEE //'' y P End «F L ippu 66 IN5TALL� SEWEP,816W PER DETAIL (7 -20) ON DRAWING C4.4 0 OINSTALL 45' STEP BEND WITH THRUST BLOCKING PER DETAIL (G -13) ON DRAWING C4.5 OINSTALL 2' SERVICE CONNECTION PER DETAIL (7 -1) ON DRAWING C4.3 OSEWER GATE VALVE - SEE DETAIL (7 -21) ON DRAWING C4.4 I 0 INSTALL 4'X 2' REDUCING TEE 5L X SL X,.I?OR PIPE SADDLE SL (N040.640 k) LEGEND SS GRAVITY SEWER UNE av STEP SEWER LINE EXISTING WATER LINE v PROPOSED WATER LINE -- A55UMED WATER LINE T �LS l� 45° BEND (WATER) 6 l OL►� Qyu� QI•, L 90' BEND (WATER) TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRUST BLOCKING (SEWER) 27 LF- C.r055'tng 5DR 21 CL200 (GSP) SEWER CLEANOUT a STEP PUMP CONTROL PANEL g. N SEWER GATE VALVE O NOTE: TEST OF ALL BACKFLOW A55EMBLY5 ARE NEEDED AND A COPY Q OF THE REPORT SENT TO WATER DEPARTMENT @ PUBLIC WORKS _ O 901 RHOTON ROAD YELM, WA. 98597 1' � ShoI..'�w® FiniSh�et C"Lra.Cd,L 1dI�.Va�i�h Tia nK M-A; T. G.. Q g J i UNEW IRRIGATION METER PER CITY OF YELM DETAIL 6 -3 ON DRAWING C4.5. REDUCED PRESSURE -1 ASSEMBLY FOR PER DETAIL DETAIL 6 -17 ON DRAWING C4.5. -- - - I 7 - STA 1 1 +51.50, 186.517 RT 11, 40 LF - r PVC i t 5CH 40 SWP .. . SEE STEP TANK DETAIL (20) ON DRAWING C4.5 NEW R.O.W. UNE Si,nw Waco r U Sa9c for lZ MoL��IAS, I.E. = 338.01 \-I.E. = 339.93 'For Sio.4 -�Ank 5i2.in9pttir�oSAS, SEE MECHANICAL PLANS FOR CONTINUATION ,1(1� EXISTING 8' WATER LINE EXISTING G" WATER LINE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 APPROVED FOR CONSTRDC ➢ON BY: DATE DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES. ul i i 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 53/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 0 N�� Thr 5TA 0 +38.30, 24.60 LT - CONNECT TO EXISTING 8' 5TEP MAIN. INSTALL 8' X 4' STAINLESS STEEL TAPPING SLEEVE. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING CITY OF YELM 5TEP LINE PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER IF ANY DISCREPANCIES TO HORZ./VERT. LOCATION BEFORE PERFORMING THI5 WORK. 5TA 0 +42.12, 21 .66' LT ) fINSTALL (FL X MS) STEP LINE GATE All Go.��.�Talv45 Are, (LMT 5 Xc /M-') VALVE PER DET DRAWING C4.4AIL (7 -21) ON Unto-SS A?VroVa by C I. 4 a i . CITY OF YELM UMIT5 UNE I/ 5TA 2 +45.49 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 2'± 2% THEN TRENCH FOR SEWER INSTALLATION. RESTORE TRENCH PER THURSTON COUNTY DETAIL 6 -H ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX ASPHALT. ! / EX15TING PAINTED Z ROAD CENTERUNE CITY OF YELM I THURSTON COUNTY 5TA 5 +00.00, 5.0 LT O INSTALL STEP LINE GATE VALVE PER 5TA 7 +00.00, 6.5' LT 1 ♦ \ SAW CUT AND REMOVE ASPHALT, I R.O.W. UNE DETAIL p -21) ON DRAWING C4.4 STEP LINE ~ ,, ♦ ;r INSTALL SEWER AND REPAIR PER I O Q DETAIL 7 -3 ON DRAWING C4.3 I — --- -. - - -- - -- ----- - - --.- ---. ---- -. -- U Z \a _ - J w ` CLARK ROAD -_ W.._ - _- _= + o - — - - - _._ - a- S1EP STEP r _ - S1EP STEP STEP STEP - - (\ U _ NI°3?'52'E- 54.70��5� - 5�. _,..� ►� �- �1�- __�_,_��__�- f__�__ —r -_ �_— � —� ----- +ao NI'5057'E- 1,319.66'4 +00 5 +00 _ �, ---- - - -- d3 _ -_ -_ - -d� - - - -- - -- �Q IYQ4Tt I - - 1 11f` �[DGi"� - --- -- - - - -- - - - - — - - - - ---= -- -- =- - --- - - -- - -- - -- ------- ----- - -- - -- --- -- ----- -- -�=U -- --- - - - - - -- IQQ) � IXISTING T U ♦ 5TA 3 +22.47. 5.0 LT/RT E.O.P. UNE ` -RO.W. LINE ♦ 5TA 0 +69.32, 0.0 LT/KT I END STEP 5' LT TYPICAL I C) / INSTALL (I) 45° BEND OFFSET OF PAINTED ROAD W BEGIN STEP LINE TRAN ♦ SffION I CENTERLINE TRANSITION ' In ROAD STATIONING FROM THURSTON COUNTY CONTROL POINT #6644 CASE SURVEYED SECTION LINE MON. 2 1/2' T.C. BRA55 CAP IN CONCRETE. SHOWN 1/4 SECTION CORNER FROM SURVEY WITH COORDINATES 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 I' = 31 1 08129107 STEP STEP SEWER LINE REVISIONS PER THUR5TON COUNTY COMMENTS DRAWN BY: DESIGNED BY NLA NMW � Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 192 -7230 Fox (360) 292 -7231 2 03/14/08 90° BEND (WATER) REVI510N5 PEP THUR5TON COUNTY COMMENTS CHECKED BY APPROVED BY MRS 3 04/08/09 UV151ON5 PER THUR5TON COUNTY COMMENTS 4 04122109 UV151ON5 PER CITY OF YELM COMMENTS O JOB NO: 406041.20 NO DATE DY CKD APPR REV1510N K • O ++OO III. oi.. IQ-U�I E 15TING ELEVATIONS '. II, N • Z CJ' 345 g d w -- CROWN OF THE ROAD _ ! _ _ Z 3. Z 345 =oO + a w U -------- h----------- -- -- --- - -- -- ---- - -- -- -- ---- -- - - -- -- ---- ---- t- -- - - - -- -- ____- --------------___I________y_____--- 5TAO+38.30.24.GULT 340 MATCH INTO IXISTING __._ w > '• '_'...'- 340 -.... ,.__. I - -�� U i, CONTRACTOR TO VERIFY PIPE DEPTH 4 LOCATION 40 LFt 440 STEP LINE j I j I I 427± 4 STEP UNE ' 431 LP± '0 STEP LINE SDR 2 I 1200 GSP 335 SDR 21 CL200 GSP II 335 I I 9 i miiM A330 330 c�i c 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7+00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 I' = 31 1 08129107 STEP STEP SEWER LINE REVISIONS PER THUR5TON COUNTY COMMENTS DRAWN BY: DESIGNED BY NLA NMW � Consulting Engineers 4200 6th Avenue SE, Suite 309 Lacey, Washington 98503 (360) 192 -7230 Fox (360) 292 -7231 2 03/14/08 90° BEND (WATER) REVI510N5 PEP THUR5TON COUNTY COMMENTS CHECKED BY APPROVED BY MRS 3 04/08/09 UV151ON5 PER THUR5TON COUNTY COMMENTS 4 04122109 UV151ON5 PER CITY OF YELM COMMENTS DATE 5 -13 -09 JOB NO: 406041.20 NO DATE DY CKD APPR REV1510N ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS 111= DATE: LEGEND / I I I I KEY MAP " =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION SIGNAL SUPERINTENDENT 3 DAYS PRIOR TO WORK AT INTERSECTION -s5 GRAVITY SEWER LINE STEP STEP SEWER LINE EXISTING WATER LINE -• PROP05ED WATER LINE 45' BEND (WATER) 90° BEND (WATER) TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRU5T BLOCKING (SEWER) co SEWER CLEANOUT a STEP PUMP CONTROL PANEL N SEWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 APPROVED FOR CONSTRUCTION BY DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES. YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. OFFSITE SEWER IMPROVEMENTS CLARK RD PLAN & PROFILE expires 2 years from acceptance date I PROJECT #: 2007104764 STATION 0+00.00 TO 4+00.00 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83191, SOUTH NGVD 29 ZONE 4602 TIC RTC POINT 838 DRAWING C4.1 i SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON STEP LINE CIO 6.5' LT N5TALL 4' X02' REDUC NG TEE 5L X 5L X{�},,E---NO T1'V(S 7 I`>'f�Y SI�•k 5TA 9 +29.96, 7.24' LT GRIND 2'± 2% THEN TRENCH PC)R 5EWER IN5TALLATION. RESTORE TRENCH PER THURSTON INSTALL STEP LINE GATE VALVE PER COUNTY DETAIL 6 -H ON SHEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMIX DETAIL (7 -21) ON DRAWING C4.4 Z A5PHALT. 0 1 5TA 9 +32.00, 7.21' LT IN5TALL END OF LINE CLEANOUT PER ti ti DETAIL (7 -20) ON DRAWING C4.4 �IX19TING R.0 W. UNE 0 ^i" "ri 53 LF 1 2'0 PVC 5 =0.005 FT/FT 0z - -- - IXIST- E.O.P. LINE -- -- - - - -- oz - -- - -� -- - - - - - - -- - - -- -- - -42.7 ,�- -- 34157 -,M16 '? 342.f 1 - _ _ = 342.22 FL ..g.._ a -� .. _ .. ._.. _ ?� .,.� /I6� 34255 C RK ROAD Q � STEP STEP STEP, aEP 2• 'mom.. •?gj 2Bg Y 3A _... ,yM`1 ,y 342.65 +f'T' 342.75 TOC LA '�` 342.7 342. 2.48 342.15 FL Y E+00 , Ay 61 9+ �v�+ < -.�.*y 343.31 TOC 415 IO+00 11 +00 I I# 1 ii 3 34 . T 342.77 TOC L U I ... ... 1 -. - ... _ 4 Q) -- -- -- - -- - - - - -- - - - - - - - �F - 42. 342.69 32.27 FL - - - - - ,- Q - ,.•• ' - 342.51 70C � 19 To Toc .50 - - 2 �EX15TING R.O.W. LINE Q I 55 342.01 FL j 34-2W-FE 2.81 FL 42.79 OS W IX15TING PAINTED ROAD CENTERUNE - 3 1 ROAD 5TATIONING FROM � 70C W.04 8' 13 tP 0 rvG SURVEYED SECTION LINE - - 5 -0.01 P01'T h � 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 11 +50 12 +00 12 +50 13 +00 T............... I I I _ I f I I KEY MAP I" =300' INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON 5HEET C3.2 2 IN5TALL TYPE II BARRICADE5 PER DETAIL (10) ON 5HEET C3.2 OINSTALL CEMENT CONCRETE 51DEWALK PER DETAIL (8) ON 5HEET C3.2 4 5AWCUT AT R.O.W. C1L AND CON5TRUCT HALF -ROAD IMPROVEMENT5 PER 5ECTION DETAIL (9) ON SHEET C3.2 •5EE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS GRAVITY SEWER LINE STEP STEP 5EWER LINE IX15TING WATER LINE W PROP05FD WATER LINE 45' BEND (WATER) 90' BEND (WATER) TEE WITH THRU5T BLOCYJNG (WATER) V O Z O J NKF Y N �n + Y �Q th N �N�Z + N i 55 (o + Y re I�Un tl ;i a 9wg M? w- e? 0 <�oa =p w �y ? o2a U' N w w ? 345 Z u~i Ci u~i 345 Lu iUlu a - - - - - - - -- - - - - -- -- - - - -- - - - - - -- - - - - - -- - - 0.33% � '; -0.25% 1 0.47% CBMI TYPE I 18 5TA 9 +09.88 RIM-342.27 EXI5TING ELEVATION5 340 IE =338.57 ---- - i CROWN OF THE ROAD PROPOSED ELEVATIONS O 5 LF 12'0 PVC 0.005 FT/FT 340 b ®FLOWUN TYPE I C 5T 1 I TYPE I 1 I +39.83. 5TA 10 +87. 3 ol 34114 427} 4'0 STEP LINE SDR 2 I L200 R M= 42.16 11 IE- 39.04 IE =3 8.77 335 _ _ _ -_. I I 335 f N N m N N N N �' m' 330 133011 ciiii c 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 11 +50 12 +00 12 +50 13 +00 T............... I I I _ I f I I KEY MAP I" =300' INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON 5HEET C3.2 2 IN5TALL TYPE II BARRICADE5 PER DETAIL (10) ON 5HEET C3.2 OINSTALL CEMENT CONCRETE 51DEWALK PER DETAIL (8) ON 5HEET C3.2 4 5AWCUT AT R.O.W. C1L AND CON5TRUCT HALF -ROAD IMPROVEMENT5 PER 5ECTION DETAIL (9) ON SHEET C3.2 •5EE DRAWING C3.0 FOR CATCH BA51N INFORMATION LEGEND SS GRAVITY SEWER LINE STEP STEP 5EWER LINE IX15TING WATER LINE W PROP05FD WATER LINE 45' BEND (WATER) 90' BEND (WATER) TEE WITH THRU5T BLOCYJNG (WATER) 45' BEND WITH THRU5T BLOCTJNG ( 5EWER) co 5EWER CLEANOUT a STEP PUMP CONTROL PANEL N SEWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 APPROVED FOR CONSTRUCTION Br DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRE5. 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE 5Y5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 i >I SPLICE TO EXISTING 14 GAUGE TONING PFFEUE =.1 CONNED- TO EXISTNG PVC SERVICE JVE 1' KM Bn1 VALVE. SL k I' CHECK INSTALLA :ON NOTE,' ALL SERVOS LINE CARSON BOXES SHALL B° LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF DARSON BOX N PLANTER STRIP ON 3CTN SIDES Of ROADWAY. GANG CARTON BOXES SMALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE :NSTALLEC 'N DARSON BOXES ACCORDING TO OAAMNG. 3. SERVICE BOX - CARSON INDUSTRIES MODEL N0. 14195 AM BOLTED HINGED COYER OR EQUAL COVER NARKING TO READ 'SEWER' (USE N NON - TRAFFIC AREAS) ALL TONING WIRE SPUCES 9NAA BE GIN FR CTED BY USING D.B.Y. KITS VANLEACTURED BY 3M STEP MAIN 1" SCHEDULE J 40 PVC SOP PVC SANG CHECK VALVE A x SL 1' KBI BALL VALVE. SL X SL 1' PVC HIPPIE, A X BE T' X MAIN CIA. PVC REDUCING TEE A N BEXTH ON PIPE SADDLE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 111 SERVICE CONNECTION APPROVED DWG. NO. F118UC WORKS DIRECTOR ]SOLE 7 -1 DE. DAN I CKU DATE JY JEG TP 4/2007 USE I' UN" TO CDMIECT TESTING FIBO!MASS m APARATUS FOR PRESSURE TEETIG SE:W /f WT+ STANLESS STEEL \ / AND NEOPRENE CASKET Id• MN PISiP HOGRT "CAI WTH \\ ALL NON- TRAFFIC PC" TANKS 1 aM`Pvc ROSE AND LEAK 9XTCIENT VALVE ASSEMBLY \\ / ORIENT SAJ. 'vAI.VE ARE TO AIDED FOR \ \ / AS SHOWN. BALL VALW PUMP REMOVAL \ \ , ( SHALL IRE WH 12' BELOW ELECTRICAL SPLCE BOX WTII CM0 GTIPS \ \ / I LID AL- 21' BALL BE NADC M1H HEAT $RINK BUTT DONNED -GELS 30' OU. iBBED PVC 21" OR */LID PVC- -S S-0PE GROUND AWAY FROM RMR I RISER WIN NEOPRENE RISER HUGE \ \ / GROMMETS 14 IK ULATE OF iD' FROM TTIP OF IDUl I TO C TONING hiV mHlcA ccx0uu TQIING MRE MSTA1 IN a 3j4' EY COVWIT SEAL IN R �WRE - INSTALL O PA59t— HtCtMGAI cRM101 IO^ � SOAR SOURr_E�� ET LH IUENI aSCNARGE FI EE STANDARD T nE 2 -PART EPDXY, USE h•i ORENCO RISER TANK i ] ApAPiOR FOR CONCR[lE LID` ALARM TANKS [4LL 3 5 W ....��',5 OFF 1' >VC 1Mr O J.5 REDUNDANT ASSEMBLY AS SET OFF BY 01Y OF YELM OIA, INLET HOLES MOIES AROLW lXlFILE � PERIMETER OF YALLr 3 DUN PVC FLOW NDI CER FK ROOKIE I �- n AFVLE I U-AIBMEPGIBIE EFFLUENT CRENCO TURBINE 1' GFM P.10 0511 OA PUMP WTH 1HE MATERAL FOR OUPITX. wirx, ANO CLASS i N'AACN 1 S0. POWER CABIE AND INSTALLATIONS W1 VARY. DIE CON- RACTOR S AU, MEET THE /6' BY -PASS ORIFICE IN"T OF ME INSTALLATION PECUIREMEN'S 91CM IV THE N "NE DISCHARGE HEAD -ABCAL STEP NS- ALLATON. ALL Sl -P IANKS SHALL 8- H -20 LOAD RATED -AN S. THIS POL:CY SHA_L TAKF FFFFCT ON MA" 31, 2007, T" PICAL SIMPLLX STEP TANK INST.A_LATION APPROVED GAG. N0. PUBLIC WORKS CRECTOR DATE 7 -9 OOX'. CKD. DaIE JY JEG TP 1 4/2007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON RESTORATION SURFACE SEE FIESTOR4TION TABLE ABOVE SEE RESTORATION TABLE B" FINISH GRADE IYP_ \// RE5>TOORATION TABLE g L MAINTAIN SIDE SLOPE AS STEEP AS POS%RLE RLINE --PIPE BEDDING FOR u ml I FLEXIBLE PIPE L y— PIPE 0.0. PPE o c. W CSBC CRUSHED WNFACE BASE CPNY GsTC . CRUSHED SURFACE TIT COURSE CITY OF YELM DEPT, OF PUBLIC WORKS TYPICAL PIPE TRENCH AP DWG. NO. n- PUBLIC WOA4S OIRFCTOR DATE CKO. DATE JY JEC TP 4/2007 _ RESTORA, ION TABLE 1 91RFA� TNbtNEU SACKFlLL/ COJVENF/ 1MC 72" C04PACRlW REDMAT8 OmFR REWJRONDNTS ❑NIISHEO 4' 4AVENa SVPFACE SELECT BACKRLL nxlAl MADE AHNI BE wRFACE roP cane GvwACT TD 65X s4DOm a cMNSSrAXT _ - - -- H d MTH EXmxc AC PAIEMENI 3' MN. ORALS a AC SELECT BAIX.F1lL RNCN ROADWAY W dA 10 ALL E10 'GA1m 4RAMA BASE PAVWC OVER 4' CRUSN[C SURFACE TM CWXSE COMPACT l0 0.!X Gill AND dRBS POLYPROPYLENE 1' SCHED 40 PVC STRAINER T CXNCRETE SURFACE MATCH ENSTNG 50.CCT BACXDLL WATCH C051WO i1W9H l4il \LP'AY/5l0FYMlK) Ca1LRETE 1NCk1E55 LDWACT l0 BSX rE[IVPE N10 QH£. OR IN HYDROSEED/ MNXNOS NATIT( BACNRLL DX�9H RLI➢C SHALL BE � LAW./IAHOXA'+ C OKR 4' NM. IMF A TYPICAL SEWER AUTOMATIC 9Mp0m • CBX45TANT AIR RELEASE VALVE TCP SDL COAPACL 10 W Wm EIESlIxO GRADE NAII•.E BKkFlLL YWMD BAO''iLt UMIIFPOYID fNFAOF u/A 2' ABOVE pNTNG A_L STLP TANKS SIIA_L BE F -20 LOAD RATED TANKS. THS POLICY SHA_L TAKE EFFECT ON MA" 3T, 7007. !-FIN SHED GRAD_ /WATER TIGHT LID 21'0 MIN. PVC RISER M'H WATER TIGyT UC —� 14 GAUGE 'DNINO WIRE TO SS CO -� 7 I I I I V -1 I I I I I I I ~ /r 4'910FNFCa i I v BAFFLE (NOTE 1) L_ I 1/3 VOLJME 6" MIN BEDDING NOTES: I. DELETE BAFTZE FOR A 3000 GALLON -ANK UTLZED AS A TRIPI FX PIMP VADI I. 2. THE COVER WE, REVIEW TOLERANCES IN EXCESS OF DMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO CQMPLETE RISERS. OKE VAUL CONTAINS Ft ATS AND ONE PUMP. THE SECOND 'VAULT CON-AINS -NO PLVPS. 4 4500 GALLON TANKS OR LARGER SHALL NAVE THREE RISERS ANC UDS. i-PUMF VAULT RlS. X14 GAVGF TONING ARE TO S'ERMCE BOX - -2 PART USE OFICNO TANK TO RISER ADAPTER FOR CONCRETE TANKS vUNP ASSEMBLY, SEE DWG. NO. 7 -9 I ON ALL TANKS LARGER IRAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE ALL BE DETE:MNEO Of MIE YELM %E -R D11T. 1500, 3000, 4500 CA -LON STEP IA.NK /PUM? TANK APPROVED DWG NO PUBLIC WORKS DIRECTOR DniE DES DAN. - GKD. DATE J" �E G TP 4/2007 TABLE FOR FEEDER WIRE RUN iSI00 _ 3000 GK 450] CAL 25U FEET 08 AWG COPPER 72 72" N DON BE WTH;N 1'2 1/4 'ARBUN hLIEN LT TOP OF UP. EXISTING C ND D -3 2 :O' F.2' 62 V -1 V -2 400 GAL IHW GAL 600 GAL 2400 GAL - - -- NOTES: I. DELETE BAFTZE FOR A 3000 GALLON -ANK UTLZED AS A TRIPI FX PIMP VADI I. 2. THE COVER WE, REVIEW TOLERANCES IN EXCESS OF DMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO CQMPLETE RISERS. OKE VAUL CONTAINS Ft ATS AND ONE PUMP. THE SECOND 'VAULT CON-AINS -NO PLVPS. 4 4500 GALLON TANKS OR LARGER SHALL NAVE THREE RISERS ANC UDS. i-PUMF VAULT RlS. X14 GAVGF TONING ARE TO S'ERMCE BOX - -2 PART USE OFICNO TANK TO RISER ADAPTER FOR CONCRETE TANKS vUNP ASSEMBLY, SEE DWG. NO. 7 -9 I ON ALL TANKS LARGER IRAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE ALL BE DETE:MNEO Of MIE YELM %E -R D11T. 1500, 3000, 4500 CA -LON STEP IA.NK /PUM? TANK APPROVED DWG NO PUBLIC WORKS DIRECTOR DniE DES DAN. - GKD. DATE J" �E G TP 4/2007 TABLE FOR FEEDER WIRE RUN ARE SIZE #12 AWE COPPER MAXIMUM DISTANCE 150 FEET /10 AWO COPPER 25U FEET 08 AWG COPPER 350 FEET ISM SPECIFICATIONS FOR AUDITIOHAL INFORMATION). ry D SILENCE ILA01 NS U MT ✓f rCR 9NAAE CALL XO- 4NFa411 L7,.6,RA, FROM POWER "SOURCE NUIL PANEL SIZE MAY VARY VPENOING ON MANUFACUREN DECAL - SEE SPEC:RCATIONS BOLD ILPT. LETTMNG PADLOCK WTH COMMON KEY FURNISHED BY THE CITY OF YELM ALARM LIGHT AND SILENCE BUTTON TO STEP TANK - SIMPLEX 1'2 "C, t3 -012 TO STEP TANK - DUPLEX 1'2'0 17 -I,12 TO STEP TANK - TRIPLEX TYPICA' PUMP CONTROL PANEL APPROVEII� DWG NO 7 -6 FUBLIC WORKS DIRECTOR DATE �ATE- JY JEG TP 4/2007 sLujax sue. AJAL&,ALLvv% . CY I' AIR RELEASE VALVES OR COMBINATION AIR EASE VALVE N VACUUM V '0 RIBBED PVC "' W 0.T ON FIBERGLASS I ORENCO OR E(PJAI Z' Ri FINISH GRADE SHALL N DON BE WTH;N 1'2 1/4 'ARBUN hLIEN LT TOP OF UP. EXISTING C ND 3 - —11 -MAX. II r 1 14 GAUGE TONING ARE H d 1/2' PVC HELVE UNION BALL VALVE — 5 1" ?VC TRUE ERICH BALL VAL P SLOPE UP -- ' - - - -- - - - -- _- POLYPROPYLENE 1' SCHED 40 PVC STRAINER SLXTH �1' S0 lAE BC PVC IPT NIPP:E TAPPING PVC SADDLE MAC MODEL 304 OR EQUAL N M Cf B' PRESSURE SEWER MAIN OF P GRAVEL OR IN NOTE. PLACE IN A NON- TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT CITY OF YELM WELLED. CITY TO FIELD LOGAIL. DEPT. OF PUBLIC WORKS TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPRO DV/. NO. PUBLIC WORKS DIRECTOR DAZE JY JEG TP 4/2007 tv- L r Ds 3 O Q C LLI Oa U OO N o w 8 J � Wg 8 I i o rc � 5Z " w g RZ R I lac D C y15 V W�a I a ~3 Z�Fry I Z W I Iy F-i TI��O�77++ p O FO O 'wm25 � aima I � Ow I vD �2 �i FIN SHED 300 RS ALARM NIGH LEVEL. LAG ON /OFF I4.5' ORAW)OWN ON TO OFF} B LEA] ON /OFF ---- 6'. (aa' DRAWDOWN ON TO OFF) LOW LEVEL ALARM E. REDUNDANT OFF a" MIN 000 FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT 'P DWG_ N0. 7 -1,4 3UC WORKS DIRECTOR DATE DES. DMA. K0. ATE JY JEG TP 4J2007 MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91 , SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 i ;I SI �r l NATIVE OR SELECT METER 60X. BACKFILL AS DIRECTED BY PLASTIC LINE (USE PSI PHILLIPS DRISCO PIPE I ENGINEER. UD .7 PIN. 'F 73 v, Cox o �F Z OR APPROVED EQUAL MALE 2" 17 as NIPPLE \. SERVICE zl CI —" OF YFLM, W'ASHINGTO BEDDING MATERIAL FOR RIGID PIPE SHALL BE SAND NOTE: INSTALL TANKS AS PER DETAIL OR 1. STAINLESS $TELL MANUFACTURER'S RECOIAYPNDATION WHICHEVER 15 MORE STRINGENT. CITY OF YELM DEPT. OF PUBLIC WORKS CONCRETE TANK BEDDING APPROVED DWG. NO `"' 7 -17 aUBL1C WORKS DIRECTOR DATE 1 1/2 " -2' POLYETHYLENE OWN. C ATE JY JEG TP 4/2007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON FIBERGLASS LID MIN! SIAINI.ESS STEEL ROTS AND NEOPR_NE GASKET 5' MIN (1�.) \ 1 "31/1" ALL UDS 2' MIN y FINIS ADEN T Si N! NAIVE T�P 19 CAl1DE COPPER H PVC COS uNaoL TONING WIRE. 2' -lY TAIL INTO RISER rI�OC., OR SYSTEM 1 r INC.. OR EQUAL MU21' C (FOR USE WTH NON - TRAFFIC BEARING TANKS) NQTE;, RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS RISER AND UD SHAl BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. (TyP.) DEPT. OF PUBLIC WORKS TYPICAL RISER PUBLC WORKS DIRECTOR JY JEG I TP Dwc No. 7 -18 4/2007 CN z N ,� n N CF- F Qyryl Lr ED Uo i �3 z z o a mRj i N mi 2,—i Fz W YF a tLm W 0D _J —J o QU a co 3 a � u < 4 Q 0 i'z ^ = >< a �in� zi Up W c x q"¢ x Edit i o s`iA W0H L �zr yN� u1 ,a 1F mf 41 0 nn a ;(W i X�zi el �ss Io \ V �a wa w aW �� $IZE 0.PPROVEO METER 60X. PLASTIC LINE (USE PSI PHILLIPS DRISCO PIPE I UD 730 DI READER LID 73 tAS Cox - BCr 1730 x 12 RASE OR APPROVED EQUAL MALE 2" 17 LP. THREADS NIPPLE \. SERVICE zl CI —" OF YFLM, W'ASHINGTO NOIES CEP z 1. STAINLESS $TELL INSERTS REQV13EDP FOR ALL METER BDx —� 1 1/2 " -2' POLYETHYLENE LINE _ 1/2 " -2" MALE PVALVE-/ ADAPTER 2" RESILENT (CURBVSTOP) WEDGE GATE VALVE 1 SERVICE SADDLE ROMAO 20IS OR 2% SLOPE TO BOX _I 48' -0 CENTER OF BOX CURB ° CHECK VALVE Ia GAUGE �RALL VALV P a / INSULATED I s A c v'. _ / - -A ( COPPER [ TONING WRC...o_._. 1/ RCTSET I WRAPPED 1 I/2' - 811 -666 AROUND THE 2° - BI1 -7P \ PIPE (SEE 1 1/2" - C66 66 1 B 12' GENERAL 2" - C85 NOTES NO, FORD PACK JOINT 7) �CORPORATIIO _�,STOP TYPE B 1 PACK JOINTS, Z. ALL SERVICE SADDLES SHALL iAVE RUBBER 1 112" TO 2'" GASKET AND I.P. THREADS. METER SERVICE 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD V8H 76 -15015 OR EOUAU _- 2 - FORD V94 77 -15817 OR EQUAL AP_ P- O ?WC. NO A. ALL i 1/2' AND 2" SADDLES WILL BE TTti 2" TAPS WOH BRASS 2" NIPPLE AMD P'.,BIIC WORKS DIP.ECTJR DATE 6 -3 2' RESILENT WEDGE GATE VALVE AND 970 HOUSING AND SDR -21 PVC PIPE HOUSING DES. Drir. CKD. DATE Es JEG TP 4/2007 0 VALVE BOX. RICH NO. 910 CONCRETE SLAB 2' x 2'J CENTERED DIN VALVE / A/#i EACH WAY TOP 6 PVC PIPE ASTM 0 -3034 (WHITE)' aW SEWER MAIN ^1 00 NOT COVER DOLTS W1 W/ CONCRETE -- _ VALVE NUT EXTENTIONS REQUIRED TO WING NUT TO WTHM- litt'OF THE SURFACE. 'zq,, S-' O'l " 'f- 'k 1/2' CUR, m T YP. -- TONING WRE, MIND TD SUi ACE IN VALVE BDx --DRILL 1/2" HOLE OR SLAT FOR "RE .GATE VALVE, MJ " MJ L1 0. _J UNDISTURBED SOIL CONCRETE SUPPORT BLOCK FOR VALVES 2' AND LARGER NOTE: BE IRRII DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN LINE GATE VALVE OWC. NC. 7-21 JY .7- Top view operating nut a --- Limits of payment,- - Pain} Hydrant 19eathor shield -J Sun Yellow High and Hydronl Lock �. J�L� Grade Enamel -- Bonnet A 15512 ._ 2 /2t Hose connection HYDRANT OFFSET % with threads F,41 /2 "Sleamer connection with NST threae.s See volve box and T & 5" Stan, add pier valve slam detail— Style S -37 w /SC cap % 6--11 (-4 ��2 e 18" 24 � /-- Ground To Suit Standpipe teen@ h \ 6" Flanged fire depth 3' Mitlmum \\ hydrant tee EachPippe Joint 6" sl X1106 EBAA Iron, ',I _ -8. Inc. Megalug_.- Y\.,• T . .A vv� \�llllllv`T I ( -G" Class 52 ductile iron _ Pipe cut to 4n9lh 1 � I IT 6" got. Volvo, FL X MJ� �- �) ' See role below -- Varies - I 1-4 "x8 "x16" concrete black LHydrant shoe 1 / Backfill to lop of drain ring housiny \1 Plastic barrier between bolts with 2" washed rock as shown 6' x 6' sheet of I I mil. plastic or con- fhresI block and lee struction fabric, covering 2' washed rock ` Nctes Concrete thrust block � I. Hydrants shall be located in cost -in -place against accordance with Section 6.060. filling only In oddiilon, a minlmum throe foot radius unobsfrucfed working area shell by provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY UI YLLM, WASHINGTON Reliant style 929, Clow Meda'.lion or DER'. „F PUBLIC WORKS American AVK Series 2780 or Mueller Goat °ria° 3. Gate valves shall be roslllent wedge '7IRE HYDRANT MRS with O -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. -- - - -- - -- Volvos shall conform to AWWA $09 -80. °P_ P°O� cWC. No. Volvo* shall be Mueller M &H, Kennedy, I, " - Clow R/W or Waterous Series 500. PUBU" Wi DIRECTOR GATE 6-7 4. Fire Hydrant lock payment Is required DES. OWL CND. GATE city will order and inatall• E5 1_ 'EO T� 4/2007 0 MERIDIAN: WASFIINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 zoo -PASS VALYE PLASTIC LINE (USE PSI PHILLIPS DRISCO PIPE I BY W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) / / FORD GALL VALVE�� WITH PACK JOINT h FEMALE 1 1/2 -2' MALE LP. THREADS NIPPLE \. SERVICE SADDLE CI —" OF YFLM, W'ASHINGTO NOIES CEP OF PUBLIC WORKS 1. STAINLESS $TELL INSERTS REQV13EDP FOR ALL PACK JOINTS, Z. ALL SERVICE SADDLES SHALL iAVE RUBBER 1 112" TO 2'" GASKET AND I.P. THREADS. METER SERVICE 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD V8H 76 -15015 OR EOUAU _- 2 - FORD V94 77 -15817 OR EQUAL AP_ P- O ?WC. NO A. ALL i 1/2' AND 2" SADDLES WILL BE TTti 2" TAPS WOH BRASS 2" NIPPLE AMD P'.,BIIC WORKS DIP.ECTJR DATE 6 -3 2' RESILENT WEDGE GATE VALVE AND 970 HOUSING AND SDR -21 PVC PIPE HOUSING DES. Drir. CKD. DATE Es JEG TP 4/2007 0 VALVE BOX. RICH NO. 910 CONCRETE SLAB 2' x 2'J CENTERED DIN VALVE / A/#i EACH WAY TOP 6 PVC PIPE ASTM 0 -3034 (WHITE)' aW SEWER MAIN ^1 00 NOT COVER DOLTS W1 W/ CONCRETE -- _ VALVE NUT EXTENTIONS REQUIRED TO WING NUT TO WTHM- litt'OF THE SURFACE. 'zq,, S-' O'l " 'f- 'k 1/2' CUR, m T YP. -- TONING WRE, MIND TD SUi ACE IN VALVE BDx --DRILL 1/2" HOLE OR SLAT FOR "RE .GATE VALVE, MJ " MJ L1 0. _J UNDISTURBED SOIL CONCRETE SUPPORT BLOCK FOR VALVES 2' AND LARGER NOTE: BE IRRII DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN LINE GATE VALVE OWC. NC. 7-21 JY .7- Top view operating nut a --- Limits of payment,- - Pain} Hydrant 19eathor shield -J Sun Yellow High and Hydronl Lock �. J�L� Grade Enamel -- Bonnet A 15512 ._ 2 /2t Hose connection HYDRANT OFFSET % with threads F,41 /2 "Sleamer connection with NST threae.s See volve box and T & 5" Stan, add pier valve slam detail— Style S -37 w /SC cap % 6--11 (-4 ��2 e 18" 24 � /-- Ground To Suit Standpipe teen@ h \ 6" Flanged fire depth 3' Mitlmum \\ hydrant tee EachPippe Joint 6" sl X1106 EBAA Iron, ',I _ -8. Inc. Megalug_.- Y\.,• T . .A vv� \�llllllv`T I ( -G" Class 52 ductile iron _ Pipe cut to 4n9lh 1 � I IT 6" got. Volvo, FL X MJ� �- �) ' See role below -- Varies - I 1-4 "x8 "x16" concrete black LHydrant shoe 1 / Backfill to lop of drain ring housiny \1 Plastic barrier between bolts with 2" washed rock as shown 6' x 6' sheet of I I mil. plastic or con- fhresI block and lee struction fabric, covering 2' washed rock ` Nctes Concrete thrust block � I. Hydrants shall be located in cost -in -place against accordance with Section 6.060. filling only In oddiilon, a minlmum throe foot radius unobsfrucfed working area shell by provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY UI YLLM, WASHINGTON Reliant style 929, Clow Meda'.lion or DER'. „F PUBLIC WORKS American AVK Series 2780 or Mueller Goat °ria° 3. Gate valves shall be roslllent wedge '7IRE HYDRANT MRS with O -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. -- - - -- - -- Volvos shall conform to AWWA $09 -80. °P_ P°O� cWC. No. Volvo* shall be Mueller M &H, Kennedy, I, " - Clow R/W or Waterous Series 500. PUBU" Wi DIRECTOR GATE 6-7 4. Fire Hydrant lock payment Is required DES. OWL CND. GATE city will order and inatall• E5 1_ 'EO T� 4/2007 0 MERIDIAN: WASFIINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 o' of /�PPOP05FD Z'f4 Rises• / ADDITION b /PROPOSED A94'ACCE55 .�0 RiSRr / GRADE R15ER 18' MIN. r G' PVC m-! STORAGE VOL. 1,032.50 GAL. XTENTION VOL. L4 4' 2,581.50 GAL. 4' 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.5. EXISTING GROUND IINF RESTORATION LIMITS OR SUBGRADE. MINIMUM V -O" 6" 6" SF 3' GRAVEL BASE MIN - - - COMPACTED DEPTH z // (UNLESS OTHERWISE DETERMINED) y MEETING STD. SPEC. 9 -03.19 / SEE NOTE 3 BELOW / - -- - / BEDDING MAIERNL MELTING SID. / /hI SPEC 9- 03.15 PLACED IN 4 . IF TS / AND COMPACTED TO 95% MAX. DENSttt� (REQ'D FOR SEWER, WATER AND CAS ONLY) IIIJTIAlI SAW COI 04 APPROVED EQUAL CUT TO BE UNIFORM AND VERTICAL (SEA[ JOINT W/ AR4000 AND SAND, TACK EDGE OF CUI PRIOR TO PLACING NEW ASPHALT) EXISIING SURFACING. (TYP) �"�• 3' MIN COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CIASS B OR MATCH EXIST. IF > 3" (2" MAX LILT) MIN. PE 2" CRUSHED SURFACING TOP COURSE MIN. COMPACTED DEPTH MEETING STD- SPEC. 9- 03.9(3) MIN. HE CDT SHALT BE PLACED FROM THE LOP QF THE UTILITY TO BOTTOM OF ASPHALT. TRENCH DETAL _ NO SCALE TRENCH RESTORATION NOTES: 1- ALL REFERENCES TO SID. SPECS. SHALL BE IN ACCORDANCE W/ WE 10 r SANDABD SPECIFU,AITONS FOR ROAD, BRIOCF, AND MUNICIPAL. CONSTRUCTION 1994 EDITION. 2- ALL ROADWAY CROSSINGS SHALL BE PUSHED UNLESS DETERMINED BY TILE COUNTY ENGINEER THAT PUSHING CANNOT BE ACHEVE. 3. RESTORATION SHALL BE IN ACCORDANCE WITH ONE OF ITT FOLLOWING A CONTROIED DENSITY BACKFI t, CDF, WILL BE REQUIRED AS A BACKFLL MATERIAL, OR S SELECT BACKFILL MEETING THE REQUIREMENTS OF THE STD- SPEC, 9-03.12(1)8 COMPACTED TO 95% DENSITY AND PLACED IN A MAXIMUM 12" LIFTS. WRITTEN VERIFICATION OF COMP ACTION, BASED UPON ACCFPTABTE TFSTING METHODS, AND PLACEMENT OF THE BACKFILL WILL BE REQUIRED: OR C. NATIVE MAIERIAL MAY BE USED AS BACKFILL. MATERIAI. WHEN STANDARD ACCEPTABLE TESTS SHOW THE MA�IRIAI MFFIS 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 A, THE COUNTY INSPECTOR'S DISCRETION. HIGH LEVEL ALARM LOW LEVEL T11.14ST0. ••rT '•'E♦ AND TRANSPORTATION SERVICES Y 7 O' REVIEW ROADWAY STANDARDS UTLITY TRENCH DETAL APPENDIX 6 - H SEC. 30, T1 7N, R2E, W.M. THURSTON COUNTY, WASHINGTON 3' K 3 K 4" CLASS 3000 CONCRETE PAD XXT 3 OUTSIDE PAVED AREA TRACER W':RE T-SEAL WITH AR4000W ACP ,11- _7 -D•Li CSTC -, BALLAST ! ITS' CONCRETE CL 3000- INSIDE PAVED ROADWAY 12' 1 RECESSED HANDLE TYPE COVER d 71NLAND FOUNDRY #248 1 6 3 4 VAWE BOX WITH "WATER" CAST IN LID OR DECO 910 SECTION / NOTE, PIPE 90' BEND 70" OR 18" ALL VALVES MUST HAVE 14 GUAGE INSULATE; 11 -1/4' BENC COPPER TRACER WIRE TIED OFF AT VALVE BODY, -GATE VALVE SHOWN - SIMILAR f6" SOP 21 PVC PIPE N w EXTENDED ONE FOOT TOP OF VALVE BOX. r°L'°i CONFORMING TO ASTM BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND 2.000 3034. RISER PIPE TO BE VALVE OPERATING NUT OR 1 7/8" u I PLUMB AND CENTERED > 1 I OVER VALVE STEM. 0= YELM, WASHINGTON OO 3/16" Thk X 5 1/5" DIA STEEL DEP . CF PJBLIC WORKS a 3 II. SHAFT. 12,100 .� OO 2 "X2 "X 3/16" SQUARE STRUCTURAL 15,800 w STEEL TU31NG TO FIT OPERATING 17,40D -VALVE STEM RISER NUT. LENGTH AS REQUIRED. 22,700 14 REQUIRED WHEN MAX. 23,600 12,100 FPPPO.o T-�1`t- 36" IS EXCEEDED NOTE. 57,000 30,600 (LENGTH VARIES) ALL WELDS TO SHAFT SHALL BE 1/4" _- /I' - - - -_ NOTE, PIPE 90' BEND 45' BEND ALL VALVES MUST HAVE 14 GUAGE INSULATE; 11 -1/4' BENC COPPER TRACER WIRE TIED OFF AT VALVE BODY, -GATE VALVE SHOWN - SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. OR TEE BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND 2.000 1,000 VALVE OPERATING NUT OR 1 7/8" 2,600 6" X 1 7/8' X 2" HIGH GRADE STEEL 4,400 2,300 WELDED TO RISER SHAFT, CITY 0= YELM, WASHINGTON OO 3/16" Thk X 5 1/5" DIA STEEL DEP . CF PJBLIC WORKS GUIDE PLATE WELDED TO RISER 10,100 10" SHAFT. 12,100 STANDARD OO 2 "X2 "X 3/16" SQUARE STRUCTURAL 15,800 VALVE BOX STEEL TU31NG TO FIT OPERATING 17,40D 6,900 NUT. LENGTH AS REQUIRED. 22,700 14 43,600 23,600 12,100 FPPPO.o T-�1`t- DNC. N 0. NOTE. 57,000 30,600 15,700 ALL WELDS TO SHAFT SHALL BE 1/4" FUDUC WORKS DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. LES. OWN. DATE J 2 ES JEG - MORE. - TP 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 22 -1/2' BEND 11 -1/4' BENC DEAD END DIAMETER COA'f,RETE_� OR TEE 4" 3.600 2.000 1,000 500 2,600 6" 81000 4,400 2,300 1,200 5,700 8" 14,300 7,700 41000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,40D 6,900 4,500 22,700 14 43,600 23,600 12,100 6,1Do 30,800 16 ° 57,000 30,600 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED E ART H. FITTIN G SHALL BE ISOL ATED F ROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2- TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 CBS i 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS DF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER sDIL CITY OF YELM, WASHINGTON SQUARE FOOT _ DEPT. OF PUBLIC WORKS MUCK, PEAT 0 -- SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3,000 AP . SAND &GRAVEL 4,000 l DWG. NO CLAY CEMENTED WITH PUBLIC WORKS DIRECTOR D47 6-14 HARD SHALE 10,000 DES, DWN. CKD. DATE ES JE' m 4 20107 0 4" SCHEDULE 40 STEEL OR NV 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 V p. d CEMENT CONCRETE CUSS 300 I` 1 SIDE FRONT VALVE MARKER POST 4 "' DIAMETER SCHEDVLE- 20 STEEL POST FILLED WITH CONCRETE CEMENT CON CLASS 3000 4" CIA (6" DIA. FOR HYDRANTS LOCATED IN rOMMERCIAL LOADING ZONES) NOTE: 3. 1. LOCALE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT- , SEE DETAIL 5 -7) k° 2' rITIY '17 VWI LJ :NncuWIF -mpI VALVE MARKER POST, & HYDRANT BOLLARD DETAIL ArP F . IJO. HYDRANT BOLLARD lE- P IETIC WORKS DIRECTOR DAT- 1 2CKD. ES JLG m 07 RES"AHGJJ GEPIH TRAF'E TAPE 12' TO 18' UNDER VARIES THE FILIAL GRACE. TRACER MRE /SEE GENERAL TRENCH BACINDLL - - - - WATER NOTES NO. 7) SEE NOTE 11 21 3 I R S fi MIN. BEDDING Ma,'FRlat - 6. SEE NOTE p - UNLISTUR9ED SOIL NIC TT ES T. A WORMUM COVER OF 3.5' SHALL BE MAIN!AWED, EXCEPT PS REQUIRED AT CGNMECT'ON POINTS, NATIVE ACKRI T .SBA D PRDC S= R N4 Y n'RIN N RI I 1. CN9. ! (R- CP' SHE E EO 0 OF A,J. WAS 6 "RANG PR 1 L AIRAINL. !1 SHA - F FROV VARIOUS TY U F WDO WASTE M L. 91 SST N:iALLY E FE OU P 0 D 5 E CR GI.ER LXIPE TMA7 T ILL OWPA T MAiLRIA I 'T SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SPARE NA H WILL COLA AG RrAdIY CON.PACT. S NATIVE MUCH BAKrL MATERIAL SHALL LIE SORTED ,rt L,RrCNLJO SU IHAT THL MA%:MIIIA AGGREGATE SHALL 15 6 IVCHES A. PIPE BEDDNG WATERIAL hALL BE SAND CP OTHER CITY APPROVED CW4L. NO SUBSTUDDN.S WILL WN HI, AUVAEC WTHUJI L LEN AUIH6V:LA1101 FNUM IHL CJlY CIL YELM. 5. MTRC NATIVE MATERIALS HAVE BEEN DECMED UNACCCPTARL£ BY OIE CJTY. TRENCH BArY °ILL SLALL MEET THE WS30F STANDARD SPECIF!CATIOA'S FOR THE PIP! TYPE BEING SPECIE'IU. CITY OF YELM, WASHINGTON CI =P 1. , ^,F PUBLIC WORKS_ TYPICAL WATER MAIN TRENCH & BEDDING rtHPHO DWC. NO PUBLIC WORKS )IREC -OR DALE OFS. OWN_ CKD DATE ES JEG TP 4/2007 T I 7- - TOP j VIEW TOP !VIEW TOP !VIEW WYE i? I 901E (VIEW >, •` \.. 'i'�TS7 I SIDE VIEW SEE VIEW TEE CROSS GATE VALVE HORIZ. BEND / l TEE WITH CROSS WITH GROSS WITH PLUG OR CAP PLUG PLUG PLUGS R& 45' / 45' - 90' VERTICAL BEND DEPT. OF ?UBLIC WOR<S NOTES: STANDARD 1. CONCRETE THRUST BLOCKING TO BE BLOCKING DETAIL POURED AGAINST UNDISTURBED EARTH. D I\ BLOCK to 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. vA PRO BwG. ND. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM Il`Nt 6 -� 3 DIAMETER. PURIM WORKS DIRECTOR BATE DES . OWN. CKD.! DATE ES I :ED - - TP k 4/2007 �5 'LAIN 3 PusnC �4 OR COA'f,RETE_� F�. r P I \ ILA F 11 -L I2• N.N. T tl# 6 !FLOW J 2 /1 MATERIAI. LIST: GRAVEL BASE 12' THICK IR BUILDING OR RRIGATION SYSTEM I. SERVICE LINE 2. 9P BEND 3, UNION 4. NIPPLE 5. SHUT -OFF VALVL 6. CHECK VALVE (DS.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS CDC KS 9. BRAIN TO DAYLIGHT 1O.PLUGS IN TEST :OChS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B- DIAMETER OF ?IRE AND FITTINGS = C. REFER TO DEVE LO PM ENT GUIDELINES BECTON 6.110 FDo FURTHER INTpRNATION. D. DO 40T INSTALL IN AREA SUBJECT TO FLOODING. REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER �` -- +4/2007 MS N0. PUBLIC WORKS GIREGION D 6-17 DES. DWN. CKD. KR Ac TP MERIDIAN: WASHINGTON STATE 0 PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91 , SOUTH NGVD 29 ZONE 4602 TIC RTC POINT 838 �I SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON REPLACE EX15TING PLASTIC CRO55WALK UNE5 DAMAGED DUE TO IN5TAL ATION OF 5ANTARY 5EWER LINE EX15TING STOP BAR LINE 5TA 0 +64.87, 1 0.65' LT 5TA 2 O + 17. 6, 4.09 LT I Z BEGIN TAPER I 5TA 2 +84.09, 3.52' LT STA 3 +42.76, 0.83' LT 0 / 5TA 0 +64.64, 10.17' LT END TAPER F- BEGIN DOUBLE YELLOW CENTERUNE C5 � _ — . - - - - -- -- - -- - ------ --- ------ --- -- -- -� ` - - -- - O+ I' \ R� 123.0 5TA 1 +35.79 4.9d RT - __ Z f Q 0 OL y- - +00 4 +00 5 +00 6 +00 74F (n 0+00 I /�-- -_ - - -� - -. — - - - - -- -5TA 1 +55.77. 0.50 LT _- � - - - -- / 9LN 1 PER TYPE 2L TD. PLAN 24.40-0 5TA 1 +06. 13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 a J --------------------------------- _— __---- - -.��° uj `DOUBLE YELLOW CENTERLINE 4' SPACING 0YP.) IL Z OI OQ r - -- o� I -- — -- — - - — - - — - - — - - — - - - - — - - ° - - — - - - - - — - - — - - — - - — - - — - - — - - — -- — - - — - - — - - — -- — - - C) Z MATCH N EX15TING CENTERU E � �". Z F- - -- — _.. -_ __... - -- --•�- - -_- _.,,1 -.. -- - - - - ___. .,. - -. _.,,_- 5TA 11 +94.76. 3.ITLT QQ 1----- - -� ®�° - = -� - - -I- - - - - -- - - -- — - - - -- /� X00 8 +00 9 +(7 0 +00 I I +00 ~ ku o= F_- _----- - - - - -- ---- - - - - -- - -- -�_ - - -v - -- -_ - -�� - - - -_- - ------- - - - - -- 5TA 9 +05.32 Q m I IN5TALL TYPE 3 BARRICADE .. .. .. W ( 5EE DETAIL BELOW W T) a-]R�oL a I.ArE F 1' -3- 12' MAX. D.C. b MAHNiD AREA TREATED ! ° Ro ]]]9pFT. 4 x 4" (TYP.) -_ -. n TYPE BRIRIO W � TRAM ARROW 2" x 8" (iYP.) °' N TYPE�RTMFfiCARRQW 1. o (SHOnw AT REDUCED II IIIAJUI 1 aOBa AR SYMBOL 6 LANE GROUND LINE CEITTERUE 1" DIA. BREAKAWAY - -� FEATURE DRILLED PARALLEL TO SIGN FacE F Po- srz- Q� SEE /V /V /�A% ✓V/ �/ AA / EXCEEDS 4 % ST / / ✓� PLAN wDETAILT. D. A% VA //V ✓ \CiV% \i IN EwwEx POST DETAIL BREAKAWAY "' FEATURE. (TYP.) TRAFFIC ARROW b EXISTING SOIL n ELLPSE s OR GRAVEL b NOTES N.T.S. t. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD. PER THE MUTCD, AT AN ANGLE OF 45' r0 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. C CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION PC B. PERM? 1 blI0 CHID"soLNl♦E A. +I C r -r i r -P � � ELIPaE •A- 1P- SUUPSE w Am nR8 TYPE ZIL(EBPT)T AFFICARROW NOTE Use be 6remlons sham on INS plan for each type Trellis Amow being placetl on roeaways with a pawed spout IYrat of 40 mph or lower. Mmw W1iNINe ARFA �a. AXL SOFT. IF r -r r -P VEMPEE -A- TP- luJPSE 4 Axis /VS TYPE 361-6.EFT) TRAFFIC ARROW MAR GIR3 AREA H.et EI TYPE 36R 111111 ) TRAFFIC ARROW YIRROR.FADEI4 TYPE A TEDUIICAPoNM• (RI' 1 AT REDUCED SCALE) TEIFUUNE ABWi cPNrBRUNE �' r1 r 1 g NI (VI 1 1, rs ouwf =' TYPE40 TRAFFIC ARROW IT -EWPSE •S• AEA SYMBOL MARIONOS TRAFFIC ARROWS FOR LOW SPEFD ROADWAYS STANDARD PLAN M PA4041 SLEET t OF 2 SHEETS APPROVED PER PUBCLCATgN Harold J. PeEO/wo _0631-06 ISO 1FM MI•ArTrwyw,:.v 5TA I I +93.66 IN5TALL TYPE 3 BARRICADE 5EE DETAIL BELOW ��m J; STRIPING NOTE: CONTRACTOR SHALL DOCUMENT ALL EX15TING 5TRHPING AND CHANNEUZATION PRHOR TO CON5TRUCTION AND RE5TORE TO SAME AT COMPLETION Of CON5TRUCTION. CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 APPROVED FOR GON51 RI IGTION DI•: DATE DEVELOPMENT REVIEW -- APPROVAL EXPIRE5 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TIC RTC POINT 838