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Full Size Plans 051909 - LFABBREVIATIONS ACP = ASPHALT CONCRETE PAVEMENT ADJ = ADJUST A.P. = ANGLE POINT A55M = ASSEMBLY BO = BLOW OFF BVC = BEGIN VERTICAL CURVE CB = CATCH BASIN CDF = CONTROL DENSITY FILL C.I.P. = CAST IN PLACE CL, = CENTERLINE, CLASS CONC = CONCRETE CONST = CONSTRUCTION C.P. = CONCRETE PIPE CSP = CORRUGATED STEEL PIPE C5TC = CRUSHED SURFACING TOP COURSE A = DELTA DI, DIP = DUCTILE IRON PIPE DIA, 0 = DIAMETER E = EAST ELEC = ELECTRICAL EL, ELEV = ELEVATION EOP = EDGE OF PAVEMENT E5MT = EASEMENT EVC = END VERTICAL CURVE EX5T, EX = EXISTING FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW LINE FM = FORCE MAIN G5P = GA5KETED SEWER PIPE HDPE = HIGH-DENSITY POLYETHYLENE PIPE HP = HIGH POINT ID INSIDE DIAMETER IE = INVERT ELEVATION IR, IRR = IRRIGATION L = LENGTH LCPE = LINED CORRUGATED POLYETHYLENE PIPE LT = LEFT LF = LINEAL FEET LP = LOW POINT MAX = MAXIMUM MH = MANHOLE MIN = MINIMUM MSE = MECHANICALLY STABILIZED EARTH N = NORTH N.I.C. = NOT IN CONTRACT N.T.S. = NOT TO SCALE O.C. = ON CENTER O.D. = OUTSIDE DIAMETER PAVT, PAV T = PAVEMENT PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVE PI = POINT OF INTERSECTION PP = POWER POLE PRC = POINT OF REVERSE CURVE PROP = PROPOSED PT = POINT OF TANGENT PVC = POLYVINYL CHLORIDE PIPE PVI = POINT OF VERTICAL INTER5ECTON R, RAD = RADIUS RN✓. ROW = RIGHT -0F -WAY RT = RIGHT 5 = SOUTH 5CH = SCHEDULE 5D = STORM DRAIN 5HLDR = SHOULDER 55 = SANITARY SEWER 55MH = SANITARY SEWER MANHOLE 5TA = STATION 5TD = STANDARD 5WP = SOLVENT WELD PIPE T = TANGENT TCE = TEMPORARY CONSTRUCTION EASEMENT TEMP = TEMPORARY TYP = TYPICAL UGT = UNDERGROUND TELEPHONE VC = VERTICAL CURVE W = WEST W/ = WITH W.Q. = WATER QUALITY YELM LDS CHURCH IMPROVEMENTS PROJECT SHEET LIST TABLE SHEET DRAWING DRAWING TITLE I C I .0 COVER SHEET 2 CIA EXISTING CONDITIONS AND DEMOLITION PLAN 3 C2.0 TE5C PLAN 4 C2.1 TESC DF_TAIL5 AND NOTES 5 C3.0 GRADING PLAN 6 C3.) GRADING DETAILS 7 C3.2 GRADING DETAILS 8 C4.0 ONSITE COMPOSITE UTILITY PLAN 9 C4.1 ROADWAY 4 SEWER PLAN 4 PROFILE 10 C4.2 ROADWAY 4 SEWER PLAN 4 PROFILE I I C4.3 UTILITY DETAILS 12 C4.4 UTILITY DETAILS 13 C4.5 UTILITY DETAILS 14 C5.0 151GNING AND STRIPING PLAN 4 DETAILS GENERAL NOTES I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THURSTON COUNTY STANDARDS, THE CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. INCLUDING APWA SUPPLEMENT. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT. TRANSPORTATION, SUPPLIES, AND INCIDENTALS REQUIIRED 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 SHALLOBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 4. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCESSIBLE AT ALL TIMES. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY Of THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION 517E AT ALL TIMES. G. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE THURSTON COUNTY AND THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENTS PRIOR TO THE START OF CONSTRUCTION. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL'PRE-CONSTRUCTION' STATE OR BETTER. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. 9. THE INTENT OF THESE DRAWINGS 15 TO PRESCRIBE A COMPLETE WORK. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE OMITTED WORK. 10. ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE IN WRITING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND INSPECTOR. I I . KPFF CONSULTING ENGINEERS 15 REQUIRED BY THURSTON COUNTY AND THE CITY OF YELM TO PROVIDE A5 -BUILT CERTIFICATION PRIOR TO FINAL JURISDICTION ACCEPTANCE. KPFF CONSULTING ENGINEERS WILL NOT CERTIFY A5-BUILT5 UNLESS WE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND STORM MAINS PRIOR TO BACKFILUNG. 12. CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER, SIDEWALKS AND DRIVLWAY5 SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLA55 3000 CONFORMING TO THE REQUIREMENT OF SECTION 6-02 OF THE 2008 WSDOT 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 MOST RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE STORMWATER 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 REMNITIOWDETENTION AREAS WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. G. STORM DRAINPIPE SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL. 7. SPECIAL STRUCTURES, OIUWATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. CALL THE UTIUTIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM 48 HOUR -5 PRIOR TO ANY EXCAVATIONS. 10. THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A. STAKE LOCATION FOR ALL CATCH BA5IN5/MANHOLE5 AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B. STAKE LOCATION, SIZE AND DEPTH OF RETENTIOWDETENTION FACILITY. C. STAKE FINISHED GRADE OF ALL 5TORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BA51WMANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES AND THOSE PIPES THAT DAYLIGHT. 1 1. PfPE 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 PIANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 51MILARLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION. FOR SITES WHERE GRA55 HAS BEEN PLANTED THROUGH HYDR05EEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRA55 HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BYJURI5DICTION. 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 DESIGN AND EROSION CONTROL MANUAL FOR THURSTON COUNTY. ALL DESIGN VARIANCES HAVE BEEN APPROVED 13YTHUR5TON COUNTY. I APPROVE THESE PLANS FOR CONSTRUCTION. a 15. ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHEPW15E 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 JURISDICTIONS RIGHT-OF-WAY. IT ALSO SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 18. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY STRUCTURAL RETAINING WALL. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGER5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BYTHE CONTRACIT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT W.5.D.O.T. STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 20. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND 5TRUCTURE5, 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 NECF55APYTO 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 AR.EA5 SHALL BE PER CURRENT APWA SPECIFICATIONS. FILLSHALL BE PROVIDED IN G" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY, 22. CONTRACTOR 15 REQUIRED TO PROVIDE VIDEO INSPECTION OF ALL STORM (DRAINS PRIOR TO FINAL ACCEPTANCE. UTILITY LOCATE NOTES: THE LOCATION OF EXISTING UTIUTIES SHOWN HEREON 15 BASED ON INFORMATION OBTAINED PROM THE FIELD SURVEY AND FROM AVAILABLE RECORDS. KPFF A55UME5 NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR 15 ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF ANY SYSTEM THAT CONNECTS INTO THE EXISTING UTILITY. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1-800-424-5555 PRIOR TO CONSTRUCTION. Sia /� N � 1 SITE S07 yL F� 105THA VESE 709THA VESE VICINITY MAP NOT TO 5CMF PROJECT DATA: PARCEL# 22730210900 51TE ADDRESS: 10423 CLARK RD SE YELM, WA 98597 SECTION: 530 T 17N R2E LEGAL DESCRIPTION: 30-17-2E PT 52 NE NW LY NELY OF YELM IRRIG DITCH EXC PT LY SLY TOTAL 517E AREA: 3.45 Ac CUT: 339 CU. YD5. FILL: 297 CU. YD5. NET: 22 CU. YD5. <CUT> ARCHITECT HOCH5TRA55ER ASSOCIATES, ARCHITECTS 5801 80TH AVE COURT WEST UNIVERSITY PLACE, WA 98467 PH. (253) 224-4101 FAX (253) 565-6826 CONTACT: GARY HOCH5TRA55ER OWNER / DEVELOPER WASHINGTON SEATTLE PROJECT MANAGEMENT OFFICE THE CHURCH OF JE51,15 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 LAM. WA. 98503 PH. (360) 292-7230 FAX (360) 292 7231 CONTACT: NANCY WHALEY MARK R. 5TEEPY, PE SURVEYOR KPFF CONSULTING ENGINEERS 4200 6TH AVE. 5E, SUITE 309 LAM, 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 EOR CONSTRUGTON BY: DATE: DEVELOPMENT REVIEW EN (�INEFR APPROVAL UPIRE5 MERIDIAN: WASHINGTON STATE PLANE COORDINATE 0 5Y5TEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 'F,, .. i LI 1 COHIRICTORTO R6TORe77 ARCA pF DENSE HK IR S ANI' CURB DAMAGED DURING RIM- 34362 APPROXIMATELY E2 TR S l3 WALL ODNSTRLETION TO i IF 24"' CONIC E 338.77 FROM 6" 10 i0' � e DUSTING CONDITIONS 1 1 r. ✓ �i � I �I ce , 40 i � ii, 3 i 4ac�1 RI 345_.9 L 24" COp}IC N= X337.85 If 24' GOVIIc S= 3,38 14 ' A55UMED WATER LOCATION -N\\I I A x IMV I c � 1 1 \ I I — — o aNOSCARING Axe \� J v,C " o � WELL '10u SF YFLM IRRIGATION DITCH PER 7HORSTON COUNTY BLA FILED UNDER AUDITORS \ 4LE NUMBER 3653328 AND THE PLAT OF YELM TERRA FILED UNDER AUDITORS�6 FIE NUMBER 3687585. (IRRIGATION DITCH APPEARS TO BE ABANDONED) REMOVE OWNG WELL HOUSE DUSTING \ WELL TO BE MANDOM MR DOE STANDFRM. p. MWPEOI' UNE DYPa "N s. C GRAUNG UMrT5 UNE (fYP.7 4 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON CB 1 08/29/07 RIM 344.52 2 03/14/05 IE 24 CONC S= 338.02 RIM= 341.32 IE 24' CONIC E 338.02 3 04/08/09 IE 24 CONO W 338.07 IE 24 LONG W= 337.62 S 68 30"02 E 688 16 4 04/22/09 6 3 16 309 5-13-09 'F,, .. i LI 1 COHIRICTORTO R6TORe77 ARCA pF DENSE HK IR S ANI' CURB DAMAGED DURING RIM- 34362 APPROXIMATELY E2 TR S l3 WALL ODNSTRLETION TO i IF 24"' CONIC E 338.77 FROM 6" 10 i0' � e DUSTING CONDITIONS 1 1 r. ✓ �i � I �I ce , 40 i � ii, 3 i 4ac�1 RI 345_.9 L 24" COp}IC N= X337.85 If 24' GOVIIc S= 3,38 14 ' A55UMED WATER LOCATION -N\\I I A x IMV I c � 1 1 \ I I — — o aNOSCARING Axe \� J v,C " o � WELL '10u SF YFLM IRRIGATION DITCH PER 7HORSTON COUNTY BLA FILED UNDER AUDITORS \ 4LE NUMBER 3653328 AND THE PLAT OF YELM TERRA FILED UNDER AUDITORS�6 FIE NUMBER 3687585. (IRRIGATION DITCH APPEARS TO BE ABANDONED) REMOVE OWNG WELL HOUSE DUSTING \ WELL TO BE MANDOM MR DOE STANDFRM. p. MWPEOI' UNE DYPa "N s. C GRAUNG UMrT5 UNE (fYP.7 4 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON CB DESIGNED DY I I''+' RIM 344.52 CB NMW IE 24 CONC S= 338.02 RIM= 341.32 IE 24' CONIC E 338.02 IF 24 CONICc"= 337.62 IE 24 CONO W 338.07 IE 24 LONG W= 337.62 S 68 30"02 E 688 16 Op IV 6 3 16 309 5-13-09 I, PH PH °TO o.e EDGE OF PAVEMENT (360) 292-7230 Fox (360) 292-7231 POWER TRANSFORMER ovum CURETo JOB NO: 20. GAS VALVE PHONE LOCATES SAW CUT EfUSTING 51189 za'1 TELEPHONE PEDESTAL - SIGN 8830'022 SEWER FORCE MAIN LUMINARE KEV1510N5 PER THUR5TON COUNTY COMMENTS PEV1510N5 PER THUR5TON COUNTY COMMENT5 FfV15ION5 PERTHUR5TON COUNTY COMMENT5 KEVI51ON5 PER CITY OF YELM COMMENTS NO I DATE I BY I CKD I APPR I REVISION CB I - LANDSCAPING RIM -343.64 CURB IE 8' CONL W- 341.04 APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED EXISTING CHURCH BUILDING FF ELEV- L544.93 CONCRETE SLABTO BE REMOVED CB CONCRETE BASE FOR STATUE RIM - 343.62 TO BE REMOVED IE 24" CONIC N= 338'27_ ,•. Ilk, ♦°L.. lk ° NG 9QOC TANKTO � B[ IUAIOV® �-LANDSCAPING CURB TO a REMOVED APPROXIMATE LOCATION OF EXISTING SEPTIC DRAIN FIELD TO BE REMOVED � I SEPTIC SYSTEM ABANDONMENT NOTE: EX15TING 5ANRAKY DRAIN FIELD5 TO BE ABANDONED PER THUREITON COUNTY HEALTH DEPARTMENT. CONTRACTOR TO OBTAIN PERMIT FROM THURSTON COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOLLOW ALL 871 RECOMMENDATIONS OF SOIL5 REPORT DATED JUNE 2007. DRAINFIELD LOCATIONS SHOWN ARE APPROXIMATE ONLY AND WERE NOT VERIFIED BY KPFF. T2',' 25 a SAW CUT EXISTING ASPHPLT " � V I I PH M51ING TElEFHONE FEDISTAL TO BE RELOCATED. CONTRACTOR i 1 1 TO COORDINATE WITH FAIRPOINT COMMUNICATIONS NORTH LINE 01 PIT SOUTH HALF OF TIIL OUSTING UTIUTY POLE TO BE RIIOC,ATED. HF Y OF THE NA' If �CONTRACTOR TO_WC=ORDINATE VM PSE n BE ROAD= w -w — — � gee moo° e s1 2 - 6t' ?11 /SPIPLT-_-_.C3 RIM= 34151 CB -' E 24 CONE, W 737.66 RIM– 34034 IE 8 PVC SL= 338.94 24-I 124'1 NG TO RGIRACED DrwNilnD u �� y -D t onq-I r BATING ADA RAW BE REMOVED COWMACOM -RDENALK AND - CURB roMATCH NG. re _ RAI- 34c 35 �7 j 91)N09�fIC TANK E 8 PVL NVI 139.20 4 _ TO BE REMOVED F 8' PVC L- 1, BaSnNG _ TO BE RerovEv EXISTING 5TORM sy5TEM S@ EU`LTWCAL FOR OL7ANS TO BE REMOVED -- BUSTING ASPILILT --__ _ TO BE RDAUNED vi (AX PANCTI NUMBER 22130710900 __� EaxMGADA TO BE Rnaavm FOR s OLw KU TI ae To Be RBTnc � � MTING ucHr�®Tm ' corsrvixxaN Roars 8 LAr SO g U` Ooe L a-_ OUSTING E K 4 VED EXTO BE TenaoVm 0=NGCURBTODEREMOVED DRAWN 5Y: DESIGNED DY I I''+' WATER METER J NMW I MAILBOX CHECKED BY APPROVED BY CONIFER TREE AS NOTED PHI If PT OS MRS Consulting Engineers Op IV 4200 6th Avenue SE, Suite 309 5-13-09 I, Lacey. Washington 98503 BE RE.gV® °TO o.e EDGE OF PAVEMENT (360) 292-7230 Fox (360) 292-7231 POWER TRANSFORMER JG JOB NO: 20. GAS VALVE PHONE LOCATES 51189 za'1 TELEPHONE PEDESTAL - SIGN 8830'022 SEWER FORCE MAIN LUMINARE — — — — LIGHT J -BOX F 403.93 GRADING LIMITS/WORK LIMITS LINE XX X SPOT ELEVATION (PROPOSED GRADE) XXX. XX SPOT ELEVATION (EXISTING) —SOUI ND CULVERT 0�4 I NOT I-)JND D=TING TREZTO BE 1 i REMOVED (IYP.7 SAW CUT EXISTING A5FHMT I I I T I I � j DRAWN 5Y: DESIGNED DY I I''+' WATER METER NLA NMW I MAILBOX CHECKED BY APPROVED BY CONIFER TREE AS NOTED OS MRS Consulting Engineers Op DATE 4200 6th Avenue SE, Suite 309 5-13-09 I, Lacey. Washington 98503 GUY POLE EDGE OF PAVEMENT (360) 292-7230 Fox (360) 292-7231 POWER TRANSFORMER JG JOB NO: 406041 .20 GAS VALVE ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS w1t!]giffI] TT FIRE HYDRANT I I''+' WATER METER FENCE WATER VALVE I MAILBOX IRRIGATION VALVE CONIFER TREE AS NOTED OS SEPTIC TANK LID I --I CATCH BASIN Op STORM DRAIN MANHOLE HANDICAP PARKING STALL POLE ANCHOR I, TURN LANE GUY POLE EDGE OF PAVEMENT I POWER TRANSFORMER JG GAS METER POWER LOCATES GAS VALVE PHONE LOCATES TELEPHONE MANHOLE GAS LOCATES TELEPHONE PEDESTAL - SIGN TRAFFIC SIGNAL POLE SEWER FORCE MAIN LUMINARE — — — — LIGHT J -BOX {> UTILITY POLE FENCE I MAILBOX CONIFER TREE AS NOTED j DECIDUOUS TREE HANDICAP PARKING STALL I, TURN LANE ' EDGE OF PAVEMENT GUTTER LINE POWER LOCATES PHONE LOCATES -- GAS LOCATES - WATER LINE - SEWER FORCE MAIN — — — — SAW CUT LINE — — GRADING LIMITS/WORK LIMITS LINE XX X SPOT ELEVATION (PROPOSED GRADE) XXX. XX SPOT ELEVATION (EXISTING) 0 YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. N 1 30 60 v SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 BY: DATE: EXISTING CONDITIONS & DEMOLITION PLAN 1, expires 2 years from acceptance date I PROJECT #: 2007104764 DRAWING C1.1 SEC. 30, T17N, R2E, W.M. I THURSTON COUNTY, WASHINGTON ♦ ROCK R[TAIN04 WNL -9& STANDARD DEWL ONT25 %QT i f49 - - H IF, r(l�' NEW 90RAGE BUILDING 1685 F.A EXIST. PARKING NEW PARKING STALLS I \ EXIST. Cl. RM. BLDG. 3 1 6 BATTER ORIGINAL -1 GROUND UNDISTURBED EARTH GF,NF•RAL NOTES: 1. Rockeries S,ma, than 5shall Ce comtructed of rinks of yradmtedanan, (roar 5 -man t 2 -men farm ba I'- m fop. Rockeries of 5' or lorrer shall W c .strutted of 3 -man In 2 on.. from bottom to lop. Rock -a cetagorieu shell nomde: 'Momm, rmma Edo to 600 pounds), 13 IDra_ in Ieest Almanalo Go,oa roar rooks (I. In OF. Faunas), 1e nuchae ;n least a; na-mn Four -man rum (1500 to zzoo pound,), 16 Aches In heal .Im .ano C me. -Ju, (01HI 1. O, ID vo ,Os 34 Aches A mast dmamanou 2 The -kir, shall no it ..l In fl Doth fete 3 The on, an -mono. or me roclIa aR.B la mnarmld Ire.. ma hark I. .Tuna. m -mmIdy 4. The on, shall . M.ad ao es to Imk Into Inu -. In the loser Ila,. s. can for mum"Go. poor m "aa conrsa .eine 'Road (mr rermantim f rookery helght, 11 rdl I a matanal and reek 6. Deo 4n roryme frvm ma4e ;nmaeled ahafl ce rty me seal of A tied eaAmea, -RI—red 1. and machamcs. � FABRIC DUE TO SOI AS REQUIRED S TO SOIL CONDITIONS. AS REVIEWED AND APPROVED BY THE COUNTY ENGINEER 9" MIN OF 1 112 WASHED ROCK 1�2 BASE COURSE DIAMETER OR 12". WIRCREVER IS GREATER AS DIRECTED BY COUNTY ENGINEER PERF DRAIN WITH 4" MIN OF ROCK UNDER PIPE NO DATE BY I CKD I APPR REVISION FEVISM DATE - I THURSTON COUNTY i avn 1 J THURSTON COLKrY ROADS AND TRAN�GWpO�ItRII/T,G�ACpTDN ��SERV ES IJLYe'LL��Vm1�fII,,1�1\I REVS ' ROADWAY STANDARDS ROCK RETANNG WALL APPBDIX 9 - A DRAWN BY: DESIGNED BY 08/29/07 INLET FILTER PROTECTION NLA NMW REV151ON5 PEP THURSTON COUNTY COMMENT5 NEW AC PAVEMENT CHECKED BY APPROVED BY ® NEW PERVIOUS PAVEMENT MRS E2 Engineers 03/14/06 DATE 4200 6th Avenue SE, Suite 309 REVISIONS PEP THUR5TON COUNTY COMMENT5 3 04/08/09 (360) 292-7230 Fax (360) REVI51ON5 PER THUR5TON COUNTY COMMENT5 4 04/22/09 406041.20 REV1510N5 PER CITY OP YELM COMMENTS NO DATE BY I CKD I APPR REVISION FEVISM DATE - I THURSTON COUNTY i avn 1 J THURSTON COLKrY ROADS AND TRAN�GWpO�ItRII/T,G�ACpTDN ��SERV ES IJLYe'LL��Vm1�fII,,1�1\I REVS ' ROADWAY STANDARDS ROCK RETANNG WALL APPBDIX 9 - A DRAWN BY: DESIGNED BY Q INLET FILTER PROTECTION NLA NMW 0 NEW AC PAVEMENT CHECKED BY APPROVED BY ® NEW PERVIOUS PAVEMENT MRS Consulting Engineers DATE 4200 6th Avenue SE, Suite 309 5-13-09 Lacey, Washington 98503 (360) 292-7230 Fax (360) 292-7231 JOB NO: 406041.20 ROCK FUAIW cWNL-FEE 5TANDARD DETAIL ON TH15 9HffI ACCEPTED AS NOTED THURSTON COUNTY PUBLIC WORKS BY: DATE: expires 2 years from acceptance date I PROJECT EROSION CONTROL CONSTRUCTION NOTES EXISTING DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE. CONTRACTOR TO USE APPROPRIATE TE5C METHODS TO KEEP SEDIMENT OFF CLARK ROAD. 2O INSTALL FILTER FABRIC FENCING PER DETAIL ON DRAWING C2.1 OIN5TALL'5TREAMGUARD' INLET FILTER PROTECTION AT CATCH BASIN LOCATIONS FER DETAIL ON DRAWING C2.1 O4 FOLLOW EROSION CONTROL NOTES ON DRAWING C2.1 PERVIOUS PAVEMENT CONSTRUCTION SEQUENCE 1. CONSTRUCT RETAINING WALL5 AND GRADE PERVIOUS PARKING AREAS TO FINISH ELEVATION OF PERVIOUS PAVEMENT. 2. IN AREAS NORTH AND WEST OF EXISTING BUILDING WHERE EX15TING PARKING 15 TO REMAIN, SAW -CUT a15TING ACP. 3. EXCAVATE AREA FOR PERVIOUS PAVEMENT IN A MANNER THAT DOES NOT COMPACT THE NATIVE 501L BELOW THE SUBBASE. 4. CONSTRUCT PERVIOUS PARKING AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS AND DETAILS ON DRAWING C3.2 AND SPECIAL PROVISIONS OF CONSTRUCTION SPECIFICATIONS. 5. PLACE FILTER FABRIC OVER COMPLETE PERVIOUS PAVEMENT AREAS AND MAINTAIN UNTIL LANDSCAPING IS 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/OFENING FIRER AS NECESSARY TO FILL COMPLETELY. CONSTRUCTION PHASING THE RECOMMENDED CONSTRUCTION SEQUENCE WILL INCLUDE THESE 5TEP5 IN THI5 ORDER, BUT SOME PORTIONS OF THE 5TEP3 MAY BE PERFORMED OUT OF SEQUENCE, AS CONDITIONS REQUIRE. THE CONSTRUCTION SEQUENCE 15 AS FOLLOWS: 1. INSTALL FILTER FABRIC FENCING, WHERE APPROPRIATE, AND IN THOSE LOCATIONS SHOWN ON THE PLANS. 2. CLEAR AND GRUB THE PROJECT SITE. 3. BETWEEN NOVENBER 15t AND MARCH 315t, ALL DISTURBED AREAS GREATER THAN 5,000 S.F. THAT AREA TO BE LEFT UNWORKED FOR MORE THAN TWELVE HOURS SHALL BE STABILIZED BY ONE OF THE FOLLOWING: MULCH, SODDING, OR PLASTIC COVERING. 4. GRADE SITE AND INSTALL ALL PERMANENT 5TORMWATER FACILITIES. 5. INSTALL UNDERGROUND UTILITIES (CABLE, TELEPHONE, POWER SEWER WATER., ECT.) G. PROVIDE CATCH EM51N PROTECTION BY INSTAWNG SILT SOCKS AND ALL INLETS TO DRAINAGE SYSTEM AS SHOWN ON PLAN. 7. AFTER PAVING 15 COMPLETE, INSTALL LANDSCAPE 50D AND/OR SEED, AND MULCH ALL DISTURBED AREAS. 8. MAINTAIN ALL EROSION CONTROL FACIUTIES UNTIL THE ENTIRE SITE IS 5TABIUZED 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: Q INLET FILTER PROTECTION FILTER FABRIC PENCE 0 NEW AC PAVEMENT NEW CONC SIDEWALK ® NEW PERVIOUS PAVEMENT EXIST CONIC SIDEWALK EXIST. CONTOURS YELM LDS CHURCH IMPROVEMENTS PROJECT THUR5TON COUNTY, WA. TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN 2007104764 N N 30 Z SCALE Ii 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 DRAWING C2.0 ADAPTER SKIRT A8" RETRIEVAL STRAP 36" ais GEOTEXTILE FABRIC M a OVERFLOW (TO BYPASS PEAK STORM VOLUMES) SEDIMENT ACCUMULATION INSTALLATION: MAINTENANCE: 24" • REMOVE CATCH BASIN GRATE • DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE • CLEAN DIRT AND DEBRIS FROM GRATE LrzDGE 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 OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE SILT SOCK DETAIL #3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON STORM DRAINAGE DESIGN MANUAL I F I G B 21 2'0' 2'6' FILTER FABRIC MATERIAL 60" MIRE ROLLS USE STAPLES OR MIRE RINGS TO ATTACH FABRIC TO MIRE 2' x 2' x 14 C MIRE FA OR EQUIVALENT BURY BOTIW OF FILTER MATERIAL IN 6' x 12' TRENCH 6' MAX 2' x 4' MOW POSTS, STANDARD OR BETTER QR EWAL ALTERNATE STEEL FENCE POSTS 2'x 2'x 14 GR MIRE FABRIC OR EWIV. FILTER FABRIC MATERIAL _ n PRONDE 3/4" TO 1 1/2" WAFTED CRAWL BACKFILL ON BOTH SUES OF FILTER FABRIC FENCE 2' x 4" MOOD POST ALT. STEEL FENCE POSTS "q'pl ry 6'O' REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE:02 02-1991 FILTER FABRIC FENCE DETAIL I STANDARD EROSION CONTROL NOTES SILT FENCES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM GANCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF G 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 FOSTS AND UP5LOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUFFORT FENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE 51DE OF THE FO5T5 USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 3G 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 3G INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. G. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER P05T SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 STAPLED OR WIRED DIRECTLY TO THE P05T5 WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TREE PROTECTION FENCE NOTE: TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES TO BE PRESERVED. THE FENCING 15 TO BE INSTALLED AND INSPECTED BY THE THURSTON COUNTY INSPECTOR PRIOR TO ANY GRADING ACTIVITY. NO CON5TR JCTION ACTIVITY 15 ALLOWED INSIDE THE TREE PROTECTION AREAS. HYDROSEEDING 1. SEED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APFUED AT THE RATE RECOMMENDED BY THE MANUFACTURER, 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G.,GEOTEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING). 3. SEED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS 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 SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACRO55 OR AT RIGHT ANGLES TO THE SLOPE. G. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS WHENEVER EXCAVATION OF THE SITE EXPOSES PEAT, SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL, SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER AND BACKFILLED WITH SUITABLE FOUNDATION MATERIAL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO A WASTE SITE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE M05T CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND UBC REQUIREMENTS. MEASUREMENT AND PAYMENT SHALL BE MADE BY PER TON OF MATERIAL EXCAVATED. DEWATERING FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF STANDING WATER AND MUDDY CONDITIONS AS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL FURNISH, INSTALL. OPERATE, AND MAINTAIN ALL DRAINS, SUMPS, PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER THE 517E AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A L055 OF 501L 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 EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-51TE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTORS ACTIVITIES SHALL BE HYDROSEEDED. 2. 5TA13IUZATION OF ALL EXPOSED AREAS WILL BE REQUIRED WITHIN 48 HOURS AFTER REACHING FIN15MED 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. HYDP05EED 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-5TTE OR ON CALL AT ALL TIMES. WILL BE IDENTIFIED BY THE CONTRACTOR. TOPSOIL STOCKPILES 1. STOCKPILES SHALL BE STAEIUZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE POSITIVELY PREVENTED. 3. TOP501L SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE 5UBGRADE IS EXCESSIVELY NET, 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 TOP501LED SHALL BE MAINTAINED ACCORDING TO THE APPROVAL PLAN. 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83191, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SITE PLAN NOTE: STRUCTURAL FILL NOTE: WET VAULT NOTE: EXISTING PARKING NOTE: SEC. 3O, T17N, R2E, W.M. SITE PLAN FOR TH15PROJECT 15PROVIDED 13YHOCHSTRA95ERASSOCIATES. ARCHITECTS CONSTRUCTIONOFANY STRUCTURAL FILL SECTION SHOULD THE WET VAULT MATERIAL TO(CCORRUGATED HIGH UPON COMPLETION RTHE PROJECT. CONTRACTOR THURSTON COUNTY, WASHINGTON STATIONING NOTE: CONTRACTOR TO USE FOLLOW ALL RECOMMENDATIONS ER SOUS REPORT BY DENSITY POLYETHYLENE PIPE (L MU SMOOTH SHALL APPLY A SPECT SEAL IN ACCORDANCE WITH THE INTERSECI'IC)N C/L OF CLARK ROAD AND YELM AVE E =STA 0+00 t' I � � EXTREME CARE WHEN BRADLEY --NOBLE GEOTECHNICAL SERVICES DATED JUNE 12, 2007; INTERIOR. WET VAULT MATERIAL MUST ACCOMMODATE CONSTRUCTION SPECIFICATIONS TO THAT PORTION OF EXCAVATING TO JULY 25, 2007 AND MARCH 10, 2008 H5-20 LOADS. WET VAULT SHALL BE PLACED ON THE PARKING AREA THAT WAS NOT RECONSTRUCTED. TRACTOR SMALL RE5TRIPE 3 _ - � � - "NATIO ATS SUITABLE BEDDING. D�ETNAILS ON ARCHITECTURAL CANS. NG AREA PER SEE RAKCHITECTUIRA PLANS FOR PARKING LOT LAYOUT AND STRIPING DETAILS I INSTALL CATCH BASIN. 8 10 WATER UNES IN CLOSE 9.20TOW a PROXIMITY. 342.57 341:90 345.20BOW 345.13 - - 3#4.58 +r co' 344.6'' 344.fl&- _ 13 S r� _ --+r--«- --+�--"-�•�• �r _ � + ,+1 w � } � � ? ' � 342.0 7 341.40 � 22LF 12"®0.5% -L734 ' r < 99F ry 344.93 _} 344.43 - _ r �' 344.50 t r > 4 '> I I I - i 34� Rb � - 344.00 9 ,1 EXIST. PARIFING 14 � 342.49 8 � �,� (� ��,. � � � t' , 341.80 341.99 342.0 341.30 Y 343.06 � b � I I I � 343.24 342.50 19 I 6 341 342.74 342.00 �� 14 342.561. _ 34.1.05 341.53 342.19 _ 341.37 343.06 e N I 341.69340.87 340.55 13 f 341.03 342:56 * "I -� 341.05 I ' } F 343.$3 342.70 342.46 342.20 � �� y- 340.55 �� • . ,,. � 341.96 I 342.28 3' 41.37 42.o �,.. OLF12"®0.$9d > ! - Coco co c g? 341.53 ,343.33 341.78 340.87 l o 'b - i 343:83 8 �' & 341.03.�.� 352.1 W �a % �i �'! 1343:33 39 i�' .5%U 348.14B0 348.38 TOC I EXIST. CL' _ 47.88 FL 33�� RM ♦ 38 0 IE12"=3 5 o IE /� •/i' 3 � I 349.00TUW. I �' 347.94BOW �I I� ;,. �. • �� 8 �) SEE DRAWING C4.2 �I ^, 349.00TOW li i=T- �'�'• I FOR FRONTAGE _ I.T IMPROVEMENTS I i , 3�OOBOW , O OOTQ - � --�.. 342.36-'?- 3 341.86 341.79 LEGEND: �,� 348.008011( - 20� a� v 351. DOTOW -.- STORM DRAIN E OOBOW S 0 TOW 0 �� ♦ I t � '.3�8.`Q OW � ( i 342.36 42.29 i � t � ROOF DRAIN LINE 34 .OBOW 351. OTOW ' 341.86 41.79 - �I: w 0 NEW AC PAVEMENT / . % x� / / �8; -8 �. /l� 348.00 OW NEW "ECOLOC!ERVI OR T _ 5.0 •jM1 ! { v r E7/ SIMILAR PERVIOUS •r, PAVERS IE 80"=33$ {)5 1 EXISTING CHURCH BUILDING 0 NEW CONC SIDEWALK \ I _ ' ■ NEW CATCH BASIN _ _ ; 15,397 S.F. '�' ' 79LF 12"�•� ° „ 8 (FF=344.93) ,; " _� + EXIST CONIC SIDEWALK � � � t� i i 3 ' � IE 5.65 y � • I 0 i �� e, 7335.65 IE 92 335.65 18 -�- SURFACE FLOW DIRECTION \ 1 I +-+ :'{ .� :. • 16 I F B -o PVC \ / FL 343.80 sso.w FT�rT IE12"=338.05 I y I g FINISH SPOT ELEVATION ♦ \ . c i .z i •.: �'�T'--' v 343.45 343.1343.7 342.70 42 5 34 4 .20x(nEXIST. SPOT ELEVATION - n n �i•b°i' • +�III v CONTRACTOR EXTREME E CARE WHEN EXCAVATING TO CONTOURS INSTALL CATCH BASIN. WATER2.45' 6.0 • STORM DRAIN CLEANOUT \ �•� A 6 ,r '� FL 343. , ,.. -- > _ 3k ? ��} LINES IN CL05E PROXIMITY. r.r a C0 IE=342.6 3L' _ 8 0 1t��>�� 343.90'' 342.27 EXISTING CATCH BAsw 343.09 IL 343.28 342.97 342.37 _ FF -344.93 CO IES a 1, 92 NEW 342 56 s ®1.0� 343.40 ADDITION CO 1E=341.59 344.40 74 342.78 6 � 23LF 6"PVC ®1.0% n, - - 343.90 ` 342.47 a �; ♦ 3,930 S.F. 343.02 n� I ♦ CO IE6" 01.6 t j 3 52 .. q 5LF 3 447 - - 343.97 k 12 50LF 6"®1.0% ----.-_ 1 ' r196LF 6 & x IE=341.30 CO IE=341.86 12 345.00TOW 344.60 345.00 344.00BOW t5 a 17 344.00BOW 13 343.20 TOC N PROPERTY UNE (h P.) 344.10 347.18TOW) END OF WALL 342.70 FLp STORM DRAIN CATCH BASINS NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 O CONCRETE TRAFFIC CURB PER DETAIL (17) ON DRAWING C3IN TALL .2 11 INSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (4-1 1) ON I.E. CB # TYPE STATION OFFSET RIM I.E. IN OINSTALL (3) - 98 LF 5'0 WET VAULTS PER DETAIL (I) ON DRAWING C3.1 O ON CONWING C3DOT TYPE I HC RAMP PER DETAIL (F�}O. 10-01) 12 OUT 16 TYPE I 9+09.88 16.0 RT- 342.27 - 338.57 CONSTRUCT CAL FACE CEMENT CONCRETE CURB PER DETAIL f2 1) 17 DRAWING C3.2 INSTALL CONCRETE FEEL STOP PER DETAIL (I 6) ON F.O.C. PER PLAN AND ETAILS ANDC3 (12-) 5W 2 TYPE I W/ 9+20.45 34.18' RT 343.00 338.46 338.46 EXISTING STORM DRAIN SYSTEM TO REMAIN SOLD UD CONSTRUCT FLUSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3. 1 (12-) NE (12')5 10 TYPE I W/ 9+82.29 33.14' RT 342.78 336.15 338.15 SOLID UD (12') N,5 (12') W ® TYPE 1 9+82.44 53.05' RT 341.81 338.05 (121E,W 338.05 (12')5 F5 TYPE 1 9+82.51 83.06 RT 340.70 338.20 (8) 5,NW 338.20 (81) E © TYPE 1 9+63.83 120.67' RT 340.33 - 338.41 (8') 5E F7 TYPE I 10+64.23 83.23' RT 341.70 - 338.61 (89 N ® TYPE 2 W/ 10+88.03 75.0 RT 341.85 338.05 336.05 SOLID UD (12)N (12�W 335.05 (6') N 9 TYPE I W/ 10+87.47 31.44' RT 342.85 339.46 339.46 5OUDUD (121E (12')N I O TYPE I 10+87.13 16.00' RT - 342.1 6 338.77 338.77 F.O.C. ( I try S (12') W I I TYPE I 11+39.83 16. � � 342.01 - 339.04 2 � 1\ � STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: OCONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 O CONCRETE TRAFFIC CURB PER DETAIL (17) ON DRAWING C3IN TALL .2 11 INSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (4-1 1) ON DRAWING DRAWING OINSTALL (3) - 98 LF 5'0 WET VAULTS PER DETAIL (I) ON DRAWING C3.1 O ON CONWING C3DOT TYPE I HC RAMP PER DETAIL (F�}O. 10-01) 12 CONSTRUCT FRENCH DRAIN PER DETAIL (15) ON DRAWING C4.5 16 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL O CONSTRUCT 1 15 LF X 22- WIDE X 4.5'DEEP INFILTRATION GALLERY WITH 5C-740 OR APPROOSVED QUAL P DON DRAWING TON STAWINGSSC3ETION 8 CONSTRUCT1.2OND WINO CRETE PAVERS SECTION PER DETAIL (20, 13 CONSTRUCT CAL FACE CEMENT CONCRETE CURB PER DETAIL f2 1) 17 DRAWING C3.2 INSTALL CONCRETE FEEL STOP PER DETAIL (I 6) ON PER PLAN AND ETAILS ANDC3 'DISTANCES SHOWN ARE TO THE CENTER OF THE GRATE UNLESS OTHERWISE NOTED *DETAILS SHOWN ON DRAWING C3.1 OCONCRETE 1\ � STORM DRAINAGE AND GRADING CONSTRUCTION NOTES: OCONSTRUCT NEW ASPHALT PARKING AREA PER TYPICAL PAVING SECTION ON DRAWING C3.2 O CONCRETE TRAFFIC CURB PER DETAIL (17) ON DRAWING C3IN TALL .2 11 INSTALL CEMENT CONCRETE SIDEWALK PER DETAIL (4-1 1) ON DRAWING DRAWING OINSTALL (3) - 98 LF 5'0 WET VAULTS PER DETAIL (I) ON DRAWING C3.1 O ON CONWING C3DOT TYPE I HC RAMP PER DETAIL (F�}O. 10-01) 12 CONSTRUCT FRENCH DRAIN PER DETAIL (15) ON DRAWING C4.5 16 SEE ARCHITECTURAL PLANS FOR SHED WALL DETAIL O CONSTRUCT 1 15 LF X 22- WIDE X 4.5'DEEP INFILTRATION GALLERY WITH 5C-740 OR APPROOSVED QUAL P DON DRAWING TON STAWINGSSC3ETION 8 CONSTRUCT1.2OND WINO CRETE PAVERS SECTION PER DETAIL (20, 13 CONSTRUCT CAL FACE CEMENT CONCRETE CURB PER DETAIL f2 1) 17 DRAWING C3.2 INSTALL CONCRETE FEEL STOP PER DETAIL (I 6) ON PER PLAN AND ETAILS ANDC3 ON DRAWING C OCONCRETE APPROACH PER DETAIL(4-9)L TYPE I DRAWING ENT I O EXISTING STORM DRAIN SYSTEM TO REMAIN 14 CONSTRUCT FLUSH CURB PER DETAIL (20) ON DRAWING 3.2 18 INSTALL WET VAULT DRAIN PER DETAIL (4) ON DRAWING C3. 1 O CONCRETE APPROACH PER DETAIL (45TA 9+4G.3, C�L OF DRIVEWAY. T ON DRAWING CEMENT 10 INSTALL TYPE II BARRICADES PER DETAIL (12) ON DRAWING C3.2 15 CONOSTRUCT ROCK WALL PER THURSTON COUNTY DETAIL ON DRAWING 19 CONSTRUCT TRN DRAWING 13.2 SIDEWALK RAMP PER DETAIL 0 20 40 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83/9.1, SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 PROVIDE 36'0 ACCE55 R)5ER PER DETAIL TH15 SHEET. MN15H GRADE 12'0 PVC FROM MANHOLE #4 IE = 338.05 300 ACCE55 R15ER STANDARD LIFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCESS Ill -±5LF 1 2'0 PVC 5=0.0 FT/FT IE = 335.05 12'0 PVC TO MANHOLE #8 IE = 338.05 --±5LF 5TORM PROVIDE 31 ACCE55 RI5ER PER DETAIL THI5 5HEET. GAO PVC TO MANHOLE PROVIDE 36'0 ACCESS RT5ER PER DETAIL THI5 SHEET. If = 335.05 5=O O FT/FT IE = 335.05 O 5EE TYPICAL PAVING 5 DETAIL ON DRAWING C 12'0 PVC FROM MANHOLE #4 IE = 338.05 300 ACCE55 R15ER STANDARD LIFT GATE WITH CAM OPERATED LATCH WITH 400 LB. CAPACITY CHAINWELD TO ACCE55 FRAME AT TOP OF ACCESS Ill -±5LF 1 2'0 PVC 5=0.0 FT/FT IE = 335.05 12'0 PVC TO MANHOLE #8 IE = 338.05 --±5LF 5TORM 12'0 PVC GAO PVC TO MANHOLE BOTTOM If = 335.05 5=O O FT/FT IE = 335.05 O N' ELEV. - 60'0 H20 -RATED CPI 5MOOTH INTERIOR WET VAULT ® 5 = 0.0 FTJFT. If - 334.05 WET VAULT DETAIL SCALE: N.T.S. 48'0 TYPE 2 CB RIM = 341.85 IE IN = 338.05 12"N IE IN 335.05 ON IE OUT = 336.05 12" W 12"0 FVC @0% IE - 338.05 -334.05 4 WET VAULT DRAIN DETAIL SCALE: N.T.S. ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY 5TORM NUMBER marl IPMIE MP ww®vote BOTTOM INLET HAMBE �Tw WMgLErr AIO4OJ91 N' ELEV. ELEV. mrmlel0n 1 4 1118.001 22.00 1333.40 1 335.65 ECTION 3.2 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON INFILTRATION GALLERY 5TORM NUMBER LENGTH WIDTH BOTTOM INLET HAMBE OF ROWS N' ELEV. ELEV. 5C-740 1 4 1118.001 22.00 1333.40 1 335.65 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. SC -740 CHAMBER- % - 2 INCH WASHED, CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EOUAL II I I -III -I I CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". FF[3" ASPHALT CONCRETE PAVEMENT _2"CSTC (NATIVE SOILS) 6"BALLAST -GRAVEL BASE. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. 2 INFILTRATION GALLERY DETAIL SCALE: N.T.S. MIN. 0.25' ACP PATCH ha PROP05ED PAVEMENT -{ I .5' (TYP) 5ECTION 12"0 FVC ®0.5% TO INFILTRATION GALLERYyyELL-COMPACTED 36� 0.GT IE = 336.05 FILL (rm.) COMMERCIAL CONCRETE NOTE: -335.05 DRAINROCK (TYPJ 50 CPEP OPENING IN UD FOR PROVIDE USE OF MANHOLE ACCESS LADDER HOOK 15 REQUIRED. Ill 5 ACCESS RISER DETAIL SCALE: N.T.5. roto ,. wdyAvs lyianS�nw 59pMMrw r. 2. Toll M rM Pv=tl geese ^W Ov aILOe0b W11b aBiry. 9. Tr rmsWMAr a ane SIM onla mry 0a iwasil MbM aryl W wOpn. m tp.. EMr a =a w M yl.esrt omw. 4. NIIPdiuM YIII IMraWMl blrberyS mii9en b28n,lwl Ill 915•�dA9mIPP wr®„MbDrmlwE vdMw4NIdMPP. AV MPP 4 MIrb61E Mpy�Mmldd nlwM1l b i01LIbsMN abwW MOl3 FLOOR BOX FRAME AND LID W/S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW-IN CAP CLASS "C"CONCRETE Kj , FRAME AND VANED ORATE rTIA' it J T. JP aR 12• DIE ID aAa HOOP f0R C IIFJINT NA] O mR IIDOPe INTI 12• HEIGIR PIT SECTION 4s _-..._.. PRECAST BASE SECTION TYPE 1 CATCH BASIN 3 5CALE: N.T.5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE I .e TOP CATCH RPEMTDMNWIIHM MMIMMDMMETER CATCH BA31H DIMEN31ONs CPW Ill WNL METAL il) PI PI 4r N' ' � "v MIN MAX. N• 2T 2h• H' 3P NNaAIN WEeBlORa18aT 'CATCH aP F ��-�- � 4r 8MM WNL eAaE wmsN NR NADH dY4TON IN, M• Or o OUNIETER 2r IIAIOD{aa @ almocKows 4e• _EB § GUPTER aBARAIE aAE EIIEAML WE Y.N m.iT YceV K T a ]0• a OYI at5 N Ml 64- 49 P 41' r 019 0.l9 • . • .. • O]8 0]e IF Nogg m On / r tr tr FIE .MOlII ePEID1 Al aMAMTEWE INWOMLa WINMfJ IIl.VI1r11Xsl ver r,r rr PPEmIE eaMMn 1 NPMI1tEWE x.9wl STYPE T CATCH BASIN SCALE: N.T.S. PIPE ALLOWANCES CATCH RPEMTDMNWIIHM MMIMMDMMETER WH All DIAMETERHt CPW Ill WNL METAL il) PI PI 4r N' 3e N• 2T 2h• H' 3P w Q 2T 3a• aP F ar x w 4r m 42' Ii 4T w 4a^ IN, M• Or SAT 0r 49• 2r W TY MT w 4e• fT CPmMIW Pdywfth. 9- INNW PIP. can GIMP, Ill y1 tab. Spm Ill M'l 0"{I �i 9 2 Imo: ,n, ,eNT 9ti CATCH EW1N TYPE 2 STANDARD PLAN Et-lD.aaeS MUNI AIAnNNW11911w9GTbx mam m Arat r« 0e91q SC -740 CHAMBER al 00� o� I° o� ao ° o AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE STORMTECH LLC CONCEPTUAL PLAN NSCLAIMER NIS STCRM1En1 CHAMBER SnMM LATWT WAS PROI TO DBIONSTRAR A I&D LAYOUT MAT WILL HANDLE THE DE9e1 KWME USTED ABOIE INE vZINC, FIT AND ATNUC&NUTY OF ME STORMTECH Cl MUM FOR THIS SPECIFIC PRQECT HAS NOT BEEN DETERWIED. IT IS ME ULTIMATE flE5PON4WUtt OF ME DESGN ENGINEER TO ASSURE MAT ME STgVMWATEA SYSTEM DESIGN IS IN FULL COMPLIANCE MTH ALL APPUCADLE LANS AND REDJLARCNS STORAMCH PRODUCTS MUST N M901E0 AND INSTALLED IN ACCORDANCE NM STOWIECH'S MINIMUM REQUIREMENTS. SICINTEW UL DOES NOT APPROME PLANS, SANG, m ST'SIEM DESNNS THE DESIGNING ENGINEER IS RESPe1SBn FOR N1 OMGN DECISON . INFILTRATION GALLERY INSPECTION PORT DETAIL SCALE: N.T.5. 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 PIPE ALLOWANCES WLMNOM PIE YTErAL NBNE I I I Dw1ETB8 mKORc6D OR tr PWN CONCRETE ILL METAL PPE t6• CPwpIT IY III SPEC. D06.201 e011D WALL PVC IV, IerD. efts.I?m.'I2I1)) PROFILE WILL PVC IB" Ism. sPa. amT2�2)7 SSTTOWRM SEP9IENNOPOLYETIMENE PPE EB BM EIDH C9PN 16 MIN 617 a eM IIoOP PAVEMENT 5ECTION T. As occombie ommfft ve tD ft r96ere mrn in ft PRECAST BUE SECTION, ibm (WeGed aQwdfnp tD NIM SWndNd BPedNcallor , u Wks mroh MNInN a mlknlm res oT0.12Ill "Ho pr bet shell M used WM Nle minimum III Iabr Maven F Nle ALTERNATIVE PRECAST BASE SECTION. Wks mash al not be pWmd in the k odmud. 2. The krndme dnm l all not be gra lr them 31'. Kro12alds Iltvi hweaweElnM mo17minknumtD2.rngox&m PIVMAIBs1.Y mlrkmm gap Mhxeen Nle knodmlA wet and NN Outall al pipe. After NIM pipe 6 inmaEed, ■ me gap with Joint mortar in aomrdal wM 8trmderd Specimson 8474.3. 3. The maxkmm dal dam No Ndehad grade to the IONOM POO Imed TIMI be S. 4. Thefameend PetemayMh*UWWSINaefmgBUPDream. TM tmnR al be ®r kNo NIB aQuebrEnt sucilm. 6. The Prem# Sm Section may Mus a muaded GOO and NILE Wnlln may be Ill at a ate 41124 or obspr. 6. TM Dpenig Ill be mmesued at Nb top Of OW prol baa mcdon. 7. All 011 III shell be 9ral Nally Nu Main hm boon pnoe0. SEE NOTE'I PRECAST SASE SECTION r PAVEMENT GRADE 0.5' COMMERCIAL ---{ -CONCRETE CATCH EMLSIN TYPE i STANDARD PLAN 0.620410 Imp l0, aEW! AWw NMNJIMXA a H.Al PPotwilao 064148 =,dw... P....+........ RECE55ED HANDLE TYPE COVER OR OLYMPIC I 6' NON- FOUNDRY UB -950 PERFORATED PVC PIPE 5. +I 6 �4, OLYMPIC FOUNDRY 10"x`- INLAND 0, FOUNDRY DRY #248 i INLAND VALVE BOX WITH g/4- 5TORM' CAST IN LID COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N.T.S. M, .PI2iF � .LlVAI K� R I I I Lf_ r 6'� S291GM' A -A a eM IIoOP PAVEMENT 5ECTION T. As occombie ommfft ve tD ft r96ere mrn in ft PRECAST BUE SECTION, ibm (WeGed aQwdfnp tD NIM SWndNd BPedNcallor , u Wks mroh MNInN a mlknlm res oT0.12Ill "Ho pr bet shell M used WM Nle minimum III Iabr Maven F Nle ALTERNATIVE PRECAST BASE SECTION. Wks mash al not be pWmd in the k odmud. 2. The krndme dnm l all not be gra lr them 31'. Kro12alds Iltvi hweaweElnM mo17minknumtD2.rngox&m PIVMAIBs1.Y mlrkmm gap Mhxeen Nle knodmlA wet and NN Outall al pipe. After NIM pipe 6 inmaEed, ■ me gap with Joint mortar in aomrdal wM 8trmderd Specimson 8474.3. 3. The maxkmm dal dam No Ndehad grade to the IONOM POO Imed TIMI be S. 4. Thefameend PetemayMh*UWWSINaefmgBUPDream. TM tmnR al be ®r kNo NIB aQuebrEnt sucilm. 6. The Prem# Sm Section may Mus a muaded GOO and NILE Wnlln may be Ill at a ate 41124 or obspr. 6. TM Dpenig Ill be mmesued at Nb top Of OW prol baa mcdon. 7. All 011 III shell be 9ral Nally Nu Main hm boon pnoe0. SEE NOTE'I PRECAST SASE SECTION r PAVEMENT GRADE 0.5' COMMERCIAL ---{ -CONCRETE CATCH EMLSIN TYPE i STANDARD PLAN 0.620410 Imp l0, aEW! AWw NMNJIMXA a H.Al PPotwilao 064148 =,dw... P....+........ RECE55ED HANDLE TYPE COVER OR OLYMPIC I 6' NON- FOUNDRY UB -950 PERFORATED PVC PIPE 5. +I 6 �4, OLYMPIC FOUNDRY 10"x`- INLAND 0, FOUNDRY DRY #248 i INLAND VALVE BOX WITH g/4- 5TORM' CAST IN LID COVER DETAIL STORM CLEANOUT DETAIL (IN PAVED AREAS) SCALE: N.T.S. M, i / /1' YPF I 1 {IHR . ODE HETE _EB § GUPTER 51 )T WAIL { L _ 1 V4DJL TWDI - RTa]LCFIVIA 'j of nPl' •ro vl �5 ICNE R <' w, S R:O.» L. 6I I Nmr 1 R RET JMMEFDI J E f DR A WP APF R ACI WID 1 S <A NOMINAL I v /. aP up,,"2' e ,TV � -1 NF -11A1 11 /10 {� TWO, wnv L ii t✓ _ a.). _. NOTES 1. WHFRF APPROACi Fyff TIS 16 %110_11 A [LLL OTPTI F%IANSIOI 10111 `-TALL RE P_A('EU RNISHUDINA LJ, LTD: RED IN TIF APARCPCIT 2. FORM AND SAT6GRADEINSF ECION ARE RCP 'RFD RFEIFF DOOMING (OICRT 3. REFER TO SECTION 4B 140, YRM DCAIOPMFNI GL IDELIN �. Y'L h MENT CON RITF IRR & Uf I I,I RL- WORKS C: MI I. 'J('R �I AIfR`LFD �DW(NO _ DI Lh/es CEMENT CONCRETE APPROACH SCALE: N.T.S. MERIDIAN: `_❑'�/) WASHINGTON STATE !, PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 8" 1. SOURi NGVD 29 ZONE 4602 TC RTC POINT 838 ', PLANTER STRIP (AS RED) CURB & GUTTER MARK SIDEWALK PLANTER STRIP 5' MIN (nSREOJ EDGE AROUND EACH PANEL - BROOM FINISH EXPANSION JOINT NOTES. �I 1. EXPANSION JOINT MATERIAL TO BE 3/8` THICK PREMOLDED 'I JOINT FILLER FULL THICKNESS OF CONCRETE. Z. FORM ANO SUBCRADE INSPECTON REOUIREO BEFORE FF=344.93 POURING CONCRETE_ l CITY OF YELM a scone MARIE SHALL BE ±1/8 -LODE BY BEEP_ FOR DEPT. OF PUBLIC WORKS SIDEWALKS OVER 6' IN WIDTH, A LONGITUDINALINAL SCORE R/W - MARK SHALL BE MARE ALONG CENTER F A LqJ EN ER 0 WALK CEMENT CONRE �' _ 4. EXPANSION LOUIS SHALL BE INSTALLED TO cunB AND SIDEWALK GUTTER AND IN SIDEWALE AT PC AND PI AT ALL CURE - 5' ]' 16__.__1 IB' RETURNS. EXPANSION JOINTS SHALL BE PLACED IN - SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. N0. GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND , GUTTER. UNLESS OTHERMSE DIRECTED BY ENGWEER. PUBLIC WORKS DIRECTOR DATE /I-1 9 FABRIC UNTIL LANDSCAPING 15 DES. DWN CHR. DATE dEG S C S c S -C 10LL 1- CEMENT CONCRETE SIDEWALK SCALE: N.T.5. PLANVEN LAYOW1 WE NOTE 2 e u � - ✓BONDIMINI TYPE 1 SECTION (A) Toe W eoADAAr CUMa TEM POSTMORTEM e -T MN V S1LAlAlt 4 % _ RRWDIVIM alar, SOMMULK sEDTCN (eff NOlEy R -PMN. n AI Toe OR L m2BYr mNcicle_ ,.-... ae1MN1Rx cllenoaoMre WOMB (6� MEMORIES) oeLvrt oma eDEWY)(NAV TYPE 1 RAMYlY LAYOW a SEENCIE 2 NEIGHBORHOOD COLLECTOR SCALE: N.T.5. aAarmoEW et1DN1LKI I•APANB TOAROROAa1 rENprwr frYPI� aDMYnA �„_ RAMvew LAYOUTS S� NbiE T SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 1" DIA. BREAKAWAY FEATURE / DRILLED PARALLEL TO SIGN FACE IF POST SIZE EXCEEDS 6 % 4" SEE W.S.O.O.T. STD. PUN DETAIL G -4v FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERAMOTES: 1, MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MOTOR, AT AN ANGLE OF 45' TO CURB). 2 THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REELECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FELT WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREOOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL B i E WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK. 4. CONSTRUCT BARRICADE PER MMCD TYPE 2, SECTION 6F 60 TYPE I, II OR III BARRICADES- 12 BARRICADE TYPE II SCALE: NT S. MOTES 1. 'no' d do nmp IIIhee a hLel Nr(Rick III maw of 2% By dkwtbn). f -,V. (2� d --}u� 2 dcit.no lvo: +' TITS bid L6m not Ift bid nclude to Moe 4mitOu (or a b a <AIBer), a 9ldeeek 3 Rrnp✓ was III nd be eltrePrt SIN 12M.1V. 4 To Pro NMDMn 1NYIIt Keble, IBW ape dolm ohd not examen G AV* placing dmkmP eMvilurm M Edon bmae a dbK dxbuab h earlR d r•1p amble ■Wa & Cub i Duel IS ohan, ow, SM Contract PIIN for the aeb delpn apwfai 8m Sbmrd Phe F-1612 Thr ame dmBU 7. SEE Slrelnd Plan F.10.10 fpr "I joint phonMrd and "BE Rrr M f ) A 1 1 rL ML A 10P 2W RAM C TIM NI' 0 7d• I 71 D11W P/.11ela MFA8NR1 IANUMN EYFALar N COLCR (lM�S�- Y�elfG DBINCTAMLdW YRNep PATTERN DETAILa1DMIlNl i4 r pE7AL) K FACE W CUM d <1> AT [IIIc ICURB CORA OR CIF[1?' f T z•P ere CEMENT RAMP J ,RLWANix RAIIVlIY SIDEWALK RAMP TYPE I FUR LAYOI1la1,; A e SIDEWALK RAMP TYPE 1 WITH LAYOUTS SCALE: N.T.5. SVM •IDIWALK RAMP MR 1 WrrK LAYOUTS STANDARD PLAN F4D.10-01 Naar1a1eN APPROVED FOR PUNIGTION Peso SMAkom N 10-0607 me1AOn Nle NMFPm,m•rTA♦mNYY. NAOkN RESIDUE 9b[1NVA RAUP NO DURA RE11AM �RANv rswrea�? aI.. i y�a11 NOflwuL - \ ^Y ( i�a lX/, p « BuEEER8rMPmP4 SEE COR URR, AMR COM1ETURe INalb PLANvnP SCEWALK RAMP TYPE 3B LAYOUT CUR. W CUM A O41RlEn cEMaLr coN.1a1P J NpHW11(RNI MEI ASPHALT CONCRETE PAVEMENT FINISH GRADE 2" C5TC N'/,/'//%"/ � 9' BALLAST COMPACTED NATIVE SUBIGRADE OR APPROVED FILL ' COMPACTION TESTING REQUIRED FOR 5UIBGRADE. ALL THICKNES5E5 ARE COMPACTED DEPTI15. TYPICAL CLARK G13 ROAD PAVING SECTION SCALE: N.T.S. 3' A5Pt1ALT CONCRETE PAVEMENT 2' C5TC (NATIVE SOILS) nNlSneu eeAOE 6 BALUSTX NATIVE 5LIBGRADE APPROVED FILL CC) MPACTEDj..�/j�/%\�/j\�/j�ij�`/�� TO A MINIMUM DEN5(TY OF 9596 OF ASTM D 698 ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.5. 4' 2 I/2' 6' O 9' 3' - 2 K BARS 8'MIN I16' DIA HOLES GROUT I' DEPTH 3:1 SAND E CEMENT 1 KA MAX CONCRETE CURB 31 NON -SHRINK GROUT G. (2) #16 BARS 2' CLEARANCE MT) �- WHEEL STOP DETAIL IO SCALE: N.T.5. caoTD carepMlE � BpEWYIIRNi TYPE 9e aTECTANE rWWM3 - W THM HY N NI KEW T g g i V -T MIN. 6 O TIL NNFER B RF �LEVR TRADE RDAo.Wr ORMA'T CRIFNTGCNf.REIE mux SECTION O cINeAGUTfa1 CURB NAUSM DETAIL r 2 -T -N RUSS DESIRE) VMRIIx•' 6 -TURN r-T,K / PATTERN pFE OETNU cEuvrr car«:INTE RALE �/ StP -'LWiq ^+ILII j� 2%lNC S�I L� FM� // RMOLWT CFMeTITCONC 1Rk1E OrRMNm PPLAVNOIIRB-/ LCURBeaUrl9t IaFE SIRAN F10.1A MI NT„N N SECTION O LSff NOTE! 6) B-TRNIP WARUM oar I e(TYP.i Lo caeNr cncRETE RDF.RYN1 IEEE 516 RA11 F10.12) eFLIIDN O DEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.5. i �I 'I STORM CLEANOUT IE=341 .36 FF=344.93 SEE ARCHITECTURAL l R/W R/W T5 SE' 10 I' NON -WOVEN GEOFABPoC NOTE: INSTALL FILTER FABRIC - 5' ]' 16__.__1 IB' 7 1 S i `lo Dj f z o: �� VARIES , TRENCH. MAINTAIN FILTER m FABRIC UNTIL LANDSCAPING 15 VA RIES �2 2.5 - 8 - � 4 _ p _ �Y J J h 6 10Z Y_ p4 A%. 2% !, 10>• U� CEMENT CON ,- BARRIER CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS _ NEIGHBORHOOD GENERA[ NOTES COLI ECTOR 1_ NO ON STEF= PARKING PERMITTED. 2. REFER TO RELEVANT SECTIONS OF THE APPROVED DWG. NO DEVD-OPMENT 6 RELINES FOR ADDI IONAI. _ J INFORMATION ON STORM DRAINAGE, STREET LIGHTING PAVEMENT STRUCTURE ECT_ OTS --F- D. DATE -- W NEIGHBORHOOD COLLECTOR SCALE: N.T.5. aAarmoEW et1DN1LKI I•APANB TOAROROAa1 rENprwr frYPI� aDMYnA �„_ RAMvew LAYOUTS S� NbiE T SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 1" DIA. BREAKAWAY FEATURE / DRILLED PARALLEL TO SIGN FACE IF POST SIZE EXCEEDS 6 % 4" SEE W.S.O.O.T. STD. PUN DETAIL G -4v FOR POST DETAIL BREAKAWAY FEATURE. (TYP.) GENERAMOTES: 1, MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MOTOR, AT AN ANGLE OF 45' TO CURB). 2 THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REELECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FELT WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREOOMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL B i E WHITE. 3. BARRICADE SECTION SHALL EXTEND 6" BEYOND THE LIMITS OF THE SIDEWALK. 4. CONSTRUCT BARRICADE PER MMCD TYPE 2, SECTION 6F 60 TYPE I, II OR III BARRICADES- 12 BARRICADE TYPE II SCALE: NT S. MOTES 1. 'no' d do nmp IIIhee a hLel Nr(Rick III maw of 2% By dkwtbn). f -,V. (2� d --}u� 2 dcit.no lvo: +' TITS bid L6m not Ift bid nclude to Moe 4mitOu (or a b a <AIBer), a 9ldeeek 3 Rrnp✓ was III nd be eltrePrt SIN 12M.1V. 4 To Pro NMDMn 1NYIIt Keble, IBW ape dolm ohd not examen G AV* placing dmkmP eMvilurm M Edon bmae a dbK dxbuab h earlR d r•1p amble ■Wa & Cub i Duel IS ohan, ow, SM Contract PIIN for the aeb delpn apwfai 8m Sbmrd Phe F-1612 Thr ame dmBU 7. SEE Slrelnd Plan F.10.10 fpr "I joint phonMrd and "BE Rrr M f ) A 1 1 rL ML A 10P 2W RAM C TIM NI' 0 7d• I 71 D11W P/.11ela MFA8NR1 IANUMN EYFALar N COLCR (lM�S�- Y�elfG DBINCTAMLdW YRNep PATTERN DETAILa1DMIlNl i4 r pE7AL) K FACE W CUM d <1> AT [IIIc ICURB CORA OR CIF[1?' f T z•P ere CEMENT RAMP J ,RLWANix RAIIVlIY SIDEWALK RAMP TYPE I FUR LAYOI1la1,; A e SIDEWALK RAMP TYPE 1 WITH LAYOUTS SCALE: N.T.5. SVM •IDIWALK RAMP MR 1 WrrK LAYOUTS STANDARD PLAN F4D.10-01 Naar1a1eN APPROVED FOR PUNIGTION Peso SMAkom N 10-0607 me1AOn Nle NMFPm,m•rTA♦mNYY. NAOkN RESIDUE 9b[1NVA RAUP NO DURA RE11AM �RANv rswrea�? aI.. i y�a11 NOflwuL - \ ^Y ( i�a lX/, p « BuEEER8rMPmP4 SEE COR URR, AMR COM1ETURe INalb PLANvnP SCEWALK RAMP TYPE 3B LAYOUT CUR. W CUM A O41RlEn cEMaLr coN.1a1P J NpHW11(RNI MEI ASPHALT CONCRETE PAVEMENT FINISH GRADE 2" C5TC N'/,/'//%"/ � 9' BALLAST COMPACTED NATIVE SUBIGRADE OR APPROVED FILL ' COMPACTION TESTING REQUIRED FOR 5UIBGRADE. ALL THICKNES5E5 ARE COMPACTED DEPTI15. TYPICAL CLARK G13 ROAD PAVING SECTION SCALE: N.T.S. 3' A5Pt1ALT CONCRETE PAVEMENT 2' C5TC (NATIVE SOILS) nNlSneu eeAOE 6 BALUSTX NATIVE 5LIBGRADE APPROVED FILL CC) MPACTEDj..�/j�/%\�/j\�/j�ij�`/�� TO A MINIMUM DEN5(TY OF 9596 OF ASTM D 698 ONSITE TYPICAL 14 ASPHALT PAVING SECTION SCALE: N.T.5. 4' 2 I/2' 6' O 9' 3' - 2 K BARS 8'MIN I16' DIA HOLES GROUT I' DEPTH 3:1 SAND E CEMENT 1 KA MAX CONCRETE CURB 31 NON -SHRINK GROUT G. (2) #16 BARS 2' CLEARANCE MT) �- WHEEL STOP DETAIL IO SCALE: N.T.5. caoTD carepMlE � BpEWYIIRNi TYPE 9e aTECTANE rWWM3 - W THM HY N NI KEW T g g i V -T MIN. 6 O TIL NNFER B RF �LEVR TRADE RDAo.Wr ORMA'T CRIFNTGCNf.REIE mux SECTION O cINeAGUTfa1 CURB NAUSM DETAIL r 2 -T -N RUSS DESIRE) VMRIIx•' 6 -TURN r-T,K / PATTERN pFE OETNU cEuvrr car«:INTE RALE �/ StP -'LWiq ^+ILII j� 2%lNC S�I L� FM� // RMOLWT CFMeTITCONC 1Rk1E OrRMNm PPLAVNOIIRB-/ LCURBeaUrl9t IaFE SIRAN F10.1A MI NT„N N SECTION O LSff NOTE! 6) B-TRNIP WARUM oar I e(TYP.i Lo caeNr cncRETE RDF.RYN1 IEEE 516 RA11 F10.12) eFLIIDN O DEWALK RAMP TYPE 3B WITH LAYOUTS SCALE: N.T.5. i 6' PVC ® 1.0% MIN. SEE ARCHfTECTI/RAL PLANS FOR ROOF DRAIN CONNECTION DETAIL �5 FRENCH DRAIN SECTION SCALE: N.T.S. 6 I/2' Z 6 I/2'1 FACE OF CURB XUDSI,5 I12' I' FACE OF CURB 1/2"R. I, R. 5 I/2' I' 12` R. I' R. MATCH ROADWAY D N TOP OF SLOPE ROADWAY �o ////77 D . 0 D I1 -6•D 1D CEMENT CONCRETE TRAFFIC A7 CURB & CURB AND GUTTER I SCALE: N.T.5. NOTES 1. Tho bcllorn d OM nvnp SMI MW a M'M an (nN iB NNaas d 2%N Ny Alndbn), .• • 4. 2 The Tie 3B Rip Layout re4tm M (2) M C,1 bid Me10 •Cam nt Can Sidexalc Rnp Tye 3B'. The bid Tem III n0 Include TIM aQRa•e CLIC (a GLC a CAICMI, eM SIMMIS benelan RNnpA a Ne Dlled Can PedsNan CNR. 3. Ramp OWN dod Rid be GYRpor emn 12141 d fin 2 PII 011 11FROUR ee. )u CI berme OF o1Mr oUUI Cam In dm l of nwnp acme mei. S CUM d GONr 4 dvm, i, to CoRI PSM for M curt:10I Wodfied SW Shntla4 Plen F-10.12 for P11b defib. S SN SULP1n F.i0.10 kx 00arNlk joI pMWWO um 4001. RAP a i rN rAc A 1 eH Y YS A�L� � e e K 11? RA1 a mr err aL1� o TM ,Ter MS PATTERN NIFA STOUT ,aaVATOM BE YEIlUN N COLOR DETECTABLE WARMI PATTERN DETAIL SIDEWALK RAMP TYPE 96 WRIT LAYOUT STANDARD PLAN F40.16 -M UNDET 1 nF t SNH'r MPRINPn iM qW IGTON XSn L SSM 0407.07 +eINP•• r ay.....ar,.,.rMu. CONCRETE PAVERS TYPICAL PAVING P SECTION (SEE DETAIL, THIS SHEET. 20 FLUSH CURB SCALE: N.T.S. I/2' R.� �I' R. PERVIOUS PARKING LOT SURFACE N VERTICAL FACED 21 CEMENT CONCRETE CURB SCALE: N.T.S. 1.6 MAX. � VERTICAL FACE CURB SECTION (5fi DEVAJL• TH15 _ wapre 9UBGwwE 5117.) AIL. r n31M NO.8 BIDDING TRI95HTJ - 12'A5TMNOI51JI E 4'A5TM NO. I -1/Z IIIA ROCK COMPACTED TO 95% MOD. CONCRETE PAVERS SECTION A -A �� SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE 5YSTEA 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 PLANS FOR DETAIL 2' WASHED ROCK / 21 I' NON -WOVEN GEOFABPoC NOTE: INSTALL FILTER FABRIC UPON COMPLETION OF TRENCH. 344.50 FILTER FABRIC MUST OVERLAP TO COMPLETELY COVER TRENCH. MAINTAIN FILTER 1 2' MIN. FABRIC UNTIL LANDSCAPING 15 COMPLETELY ESTABLISHED. 6' PVC ® 1.0% MIN. SEE ARCHfTECTI/RAL PLANS FOR ROOF DRAIN CONNECTION DETAIL �5 FRENCH DRAIN SECTION SCALE: N.T.S. 6 I/2' Z 6 I/2'1 FACE OF CURB XUDSI,5 I12' I' FACE OF CURB 1/2"R. I, R. 5 I/2' I' 12` R. I' R. MATCH ROADWAY D N TOP OF SLOPE ROADWAY �o ////77 D . 0 D I1 -6•D 1D CEMENT CONCRETE TRAFFIC A7 CURB & CURB AND GUTTER I SCALE: N.T.5. NOTES 1. Tho bcllorn d OM nvnp SMI MW a M'M an (nN iB NNaas d 2%N Ny Alndbn), .• • 4. 2 The Tie 3B Rip Layout re4tm M (2) M C,1 bid Me10 •Cam nt Can Sidexalc Rnp Tye 3B'. The bid Tem III n0 Include TIM aQRa•e CLIC (a GLC a CAICMI, eM SIMMIS benelan RNnpA a Ne Dlled Can PedsNan CNR. 3. Ramp OWN dod Rid be GYRpor emn 12141 d fin 2 PII 011 11FROUR ee. )u CI berme OF o1Mr oUUI Cam In dm l of nwnp acme mei. S CUM d GONr 4 dvm, i, to CoRI PSM for M curt:10I Wodfied SW Shntla4 Plen F-10.12 for P11b defib. S SN SULP1n F.i0.10 kx 00arNlk joI pMWWO um 4001. RAP a i rN rAc A 1 eH Y YS A�L� � e e K 11? RA1 a mr err aL1� o TM ,Ter MS PATTERN NIFA STOUT ,aaVATOM BE YEIlUN N COLOR DETECTABLE WARMI PATTERN DETAIL SIDEWALK RAMP TYPE 96 WRIT LAYOUT STANDARD PLAN F40.16 -M UNDET 1 nF t SNH'r MPRINPn iM qW IGTON XSn L SSM 0407.07 +eINP•• r ay.....ar,.,.rMu. CONCRETE PAVERS TYPICAL PAVING P SECTION (SEE DETAIL, THIS SHEET. 20 FLUSH CURB SCALE: N.T.S. I/2' R.� �I' R. PERVIOUS PARKING LOT SURFACE N VERTICAL FACED 21 CEMENT CONCRETE CURB SCALE: N.T.S. 1.6 MAX. � VERTICAL FACE CURB SECTION (5fi DEVAJL• TH15 _ wapre 9UBGwwE 5117.) AIL. r n31M NO.8 BIDDING TRI95HTJ - 12'A5TMNOI51JI E 4'A5TM NO. I -1/Z IIIA ROCK COMPACTED TO 95% MOD. CONCRETE PAVERS SECTION A -A �� SCALE: N.T.S. MERIDIAN: WASHINGTON STATE PLANE COORDINATE 5YSTEA VERTICAL DATUM NAD 83/91 , SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 GENERAL NOTE5 (SANITARY 5EWEK MAIN INSTALLATION) LEGEND I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CIN OF YELM STANDARDS AND THE M05T CURRENT CON OF THE STATE OF WASHINGTON GRAVITY SEWER LINE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (N5DOT/APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CIN OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION I5 TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND EXISTING WATER LINE PERMITS. 4. A FRECON5TRUCTION MEETING SHALL BE HED WITH THE CIN 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 EX15TING MAIN. A CITY REPRESENTATIVE SHALL BE A55UMED WATER LINE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EX15TING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY - LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO I & UNDER THE PROP05ED MN15HFD 5UBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, - BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 'D' OR APPROVED EQUAL THE TAIPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 8. ALL BURIED POWER FOR 5TEP 5Y5TEM5 SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED TOWER!. TAPE SHALL BE FURNISHED BY CONTRACTOR. 9. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 10. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING 5HALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 1 I . EROSION CONTROL MEASURES 5HALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILTTIE5 AND ROADWAYS. 12. PROVIDE TRAFFIC CONTROL PLAN(5) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE5E APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 14. ANY CHANGES TO THE DE51GN SHALL FIRST BE REVIEWED AND APPROVED BY THE CIN OF YELM. 15. ALL STEP MAINS SHALL BE HYDR05TATICALLYT'E5T'ED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CIN INSPECTOR PRIOR To PLACING STEP MAIN IN SERVICE. 16. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CIN OF YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR PAILURE5 AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT 5HALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFYTHE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 17. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLE55 OTHERWISE AUTHORIZED BY THE CIN OF YELM. 18. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATP'ON-OFP SWITCH CONTROWNG POWER TO THE PUMP CONTROL PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BPI 25, 30MM PADLOCr, 19. INSPECTIONS FOR ON51TE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE 51YWER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, L' OLTRATION T15T C) 5.5. PRE55URE TEST D) SERVICE LINE MT55URE TEST E) FINAL IN5PECTION 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, 5HALL HAVE A 4' X 4' P05T AND A REBAR SHOWING THE END OF THE UNE. SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON SEWER EASEMENT UNE ♦ 'k o � 1 ... Ne _" "'.>�-n y+.;w-+!-»ems.. ..1^.-n'-y`--n-„�,.-..-+-+,--,,. «-`-"-+�,e.-. 141 346 I ♦ ik EXIST. PARKING � e t � 427 If - 4' 5DR 20 CL200 28 LF-2"PVC 5CH 40 SWP IO LF-2'PVC 5DR 21 CL200 (OF) STA 9+45.65, 180.50 RT ... � 9+27.00, 32.44' RT - 7 '---.�/ -- 130 LF - 2- PVR.- R. SEE SHEETS C4.1 THRU C4.3 FOR CONTINUATION P yr INST CED PRE BACKF pA �0 B C4., DETAIL 7 ON DR 21 CL' -0000 (G5P) r LOW _ 5 J �---- s- 1 7 ,!FLA 9+45.65, 51.OT RT ♦ ; �. { w fi I I. kA 5TA 9+49.65, 184.5U RIF 1 g(, �! NEW PARKING STALLS � SEXIST. Ct. I 'chi I RM. BLDG. I 1 ♦ `. r r =-tiF I I/2 WATER UNE NOT LOCATED VIA ♦ TOPOGRAPHIC SURVEY. E5TIMAT113) \ 1 �" �gryy I p I �- LOCATION SHOWN BASED ON EXISTING I G 1 $ AS -BUILT INPOWATION. CONTRACTOR pp[[ 8 1 N 1 I ! _.CO LE.=341' N '. TO VERIFY EXACT LOCATION PRIOR TO i NEW STORAGE BUILDING, 168 S.F. ♦ ! START Of CONSTRUCTIQN. � I .n r . ♦ ! �, CONNECT TO � 1 M }}(tII _. ._.. J J '< - =G SEWER i 8)..If-1112'wC I 1 Ia CO I.E.= I - I. 34030 . 56 LF G, PVC ' 1.75% PROPERTY UNE (tYPJ ♦ � � m � ( ' EXISTING CHURCH BUILDING ♦ 15,397 LF . 1.7596 S.F.S.F 6'PVC �c 1 I )1 \ PUMP CONTROL PANEL MOUNTED ON 4' X 4' PRE55URE k I ��ffP NT TO E EXISTING PIKE HYDRANT _ 5 4 TREATED POST. SEE DETAIL (7-6) ON DRAWING C4.3 ��Il��ll 1 RELOCATED, CAP EXISTING LINE AT NEW +_ ' 35 If - G' PVC 01.75% 6 + ( 1 + HYDRANT LOCATION., REMOVE OR �: g f ECT TO BUILDING NI w ♦ ' I ;ABANDON REMAINING UNE BEYOND ' NEW w� �I I.E.=341.43 14 Lf,', $. CO LEs I hYpRANT ik ll�jjjl I 11 4 5 W LTO BE ABAlDONM"R DOE 5TANDAVM. 5 LP 1. \, - I o o STA 11+49.50, 184.50 RT I NEW lz' PVC � ADDITION _ _ _ � ,,:' _ I 7 ��`- ♦ �` w ' - I - 11/ 3,930 S.F. 5TA 1 1 +51.50, 186.50 Ri I ♦ 40 LF-2'PVC IJ 15 LF - 1 I/2' PVG 'v _ SCH 40 9WP . t - - SEE STEP TANK DETAIL -//PA (20) ON DRAWING C4.5 NEW RO.W. UNE I.E. = 338.01 I I.E. = 339.93 SEE MECHANICAL PLANS FOR CONTINUATION „0q r COMPOSITE UTILITY PLAN NOTES: OINSTALL 1-1/2'X 1-1/2'X 1-1/2'TEE OIN5TALL45' BEND OINSTALL 90° BEND O4 RELOCATE EXISTING FIRE HYDRANT OINSTALL 6' X 6' X G' TEE O6 INSTALL 6' SEWER CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 O7 INSTALL 45' STEP BEND WITH THRUST BLOCKING PER DETAIL (6-13) ON DRAWING C4.5 O8 INSTALL 2' SERVICE CONNECTION PER DETAIL (7-1) ON DRAWING C4.3 OSEWER GATE VALVE - 5M DETAIL (7-21) ON DRAWING C4.4 I 0 INSTALL 4'X 2' REDUCING TEE SL X 5L X TH OR PIPE SADDLE 450 BEND WITH THRUST BLOCKING (SEWER) LF - 2 PVc L 21 CL200 (G5P) en SEWER CLEANOUT + STEP PUMP CONTROL PANEL N SEWER GATE VALVE O LEGEND OF THE REPORT 5ENT TO WATER DEPARTMENT @ PUBLIC WORKS SS GRAVITY SEWER LINE sFo STEP 5EWER UNE EXISTING WATER LINE I0 v PROPOSED WATER UNE 9 - -- A55UMED WATER LINE 'r 450 BEND (WATER) 90' BEND WATER) TEE WITH THRUST BLOCKING (WATER) 450 BEND WITH THRUST BLOCKING (SEWER) LF - 2 PVc L 21 CL200 (G5P) en SEWER CLEANOUT + STEP PUMP CONTROL PANEL N SEWER GATE VALVE O NOTE: TEST OF ALL BACKFLOW A55EMBLY5 ARE NEEDED AND A COPY OF THE REPORT 5ENT TO WATER DEPARTMENT @ PUBLIC WORKS 0901 RHOTON ROAD YELM, WA. 98597 cr Q NEW IRRIGATION METER PER CIN OF YELM DETAIL 6-3 ON DRAWING C4.5. REDUCED PRE55URE BACKFLOW ASSEMBLY FOR PER DETAIL 6-17 ON DRAWING C4.5. EX15TING 8' WATER LINE EXISTING 6' WATER UNE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800424-5555 APPROVED FOR CONSTRUCTION BY DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES= 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 5TA 0+38.30, 24.60' LT - CONNECT TO M15TING 8. 5TEP MAIN. IN5TALL 8' X 4' 5TAINLE55 5TEEL TAPPING 5LEEVE. FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EX15TING CITY OF YELM 5TEP UNE PRIOR TO ANY CON5TRUCTION. NOTIFY ENGINEER IF ANY D15CRPPANCIE5 TO HORZ./VERT. LOCATION BEFORE PERFORMING THI5 WORK. 5TA 0+42.12, 2 I.66' LT IN5TAU- (FL X M5) 5TEP UNE GATE VALVE PER DETAIL (7-21) ON DRAWING C4.4 CITY OF YELM UMIT5 UNE 5TA 2+45.49 EXISTING PAINTED ROAD CENTERLINE CIN OF YELM I THUR5TON COUNTY L' r 5AW CUT AND REMOVE A5FHALT. INSTALL 5EWER AND REPAIR PER DETAIL 7-3 ON DRAWING C4.3 " —cLARF� ROAD _ pN I °3?'S _E - 54_7�� S - _ y- 4r6P+�.-:,z - 5 9+00 -------- --- STA 0+69.32, 0.9 LT/RT / - INSTALL (1) 45' BEND i BEGIN STEP UNE TRANSITION ROAD 5TATIONING FROM 5URVL'rW 5ECTION UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON GRIND 21± 2% THEN TRENCH FOR SEWER IN5TAUATION. RESTORE TRENCH PER THUR5TON COUNTY DETAIL 6-H ON 5HEET C4.5. OVERLAY FULL LANE WITH 2' COMMERCIAL HOTMD( A5PHALT. / STA 5+00.00. 5.0' LT Z INSTALL STEP UNE GATE VALVE PER STA 7+00.00, 6.5' LT ( ° ° R.O.W. UNE DETAIL (7-21) ON DRAWING C4.4 STEP UNE Q — --__—_---- ------———— — — — — ——----------— I� C) — - r . .. _.... Z O SRP STEP SRP SRP SRP SRP STEP 7—N 0'57'E - I,319.66' 4+ao s+oo7- 0 - - ---- e,------ -- -'- -- -- ---a�------- dLL w z N \-IX15TING \ I Q STA 3+22.47, 5.0' LT/RT E.O.P. UNE R.O.W. UNE END STEP 5' LT TYPICAL OFFSET OF PAINTED ROAD CENTERLINETRAN51TION w LU N THUR5TON COUNTY CONTROL POINT #6644 CA5E MON. 2 1/2' T.C. BRA55 CAP IN CONCRETE. 5HOWN 1/4 5ECTION CORNER FROM 5URVEY WITH COORDINATE5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 CLARK ROAD HORZ.: I"= 30' VERT.: 1'I = 3' 4+50 5+00 5+50 6+00 6+50 7+00 LEGEND / I I I I 1, I KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION 51GNAL SUPERINTENDENT 3 DAYS PRIOR TO WORK AT INTER5ECTION SS GRAVITY5EWER UNE SRP 5TEP SEWER UNE EXISTING WATER UNE -YT PROP05ED WATER UNE 'c 45' BEND (WATER) 90' BEND (WATER) .� TEE WITH THRUST BLOCKING (WATER) O O C) a�apO UK I+NO a avc N°zI g a a EXISTING ELEVATIONS I w 0' F- 345 w - CROWN OF THE ROAD 345 =o0 t N 808 -------- -----=-------- ---------- ---- --- -------- --------T------- ------- -------- ------------------------------------ STA . 24.60' LT > 340 H INT MATCH INTO w EXISTING > —___.- -__. ---- - -- -- --- ------- -- — - _ --_-- _-- I 1340 --------.. -.. CONTRACTO TO VERIFY v PIPE DEPTH 4 LOCATION z z I 40 LF* 4'0 5 rEP UNE b f 427± 4 STEP LINE I 431 LP± '0 STEP UNE SDR 2 I L200 GSP 335 SDR 21 CL200 G5P 335 M M A330 330' ci c�i''iii 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 CLARK ROAD HORZ.: I"= 30' VERT.: 1'I = 3' 4+50 5+00 5+50 6+00 6+50 7+00 LEGEND / I I I I 1, I KEY MAP I" =300' COORDINATION NOTE: COORDINATE WITH W5DOT OLYMPIC REGION 51GNAL SUPERINTENDENT 3 DAYS PRIOR TO WORK AT INTER5ECTION SS GRAVITY5EWER UNE SRP 5TEP SEWER UNE EXISTING WATER UNE -YT PROP05ED WATER UNE 'c 45' BEND (WATER) 90' BEND (WATER) .� TEE WITH THRUST BLOCKING (WATER) 45' BEND WITH THRU5T BLOCKING (SEWER) eo SEWER CLEANOUT d 5TEP 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: ---ter-Z _•'r 0 30 60 SCALE MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 83/91 , SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 �I �I 5TA 7+00.00, 6.5' LT 5TEP UNE SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 9+27.00, 7.23' LT I145TALL 4' X 2' REDUCING TEE 51 X 5L X Th 5TA 9+29.96, 7.24' LT GRIND 21± 2% THEN TRENCH FOR SEWER INSTALLATION. RE5TORE TRENCH PER THUR5TON IN5TALL STEP UNE GATE VALVE PER COUNTY DETAIL 6-H ON 5HEET C4.5. OVERLAY FULL LANE WITH 2• COMMERCIAL HOTMIX DETAIL (7-21) ON DRAWING C4.4 Z A5PHALT. O� O Q I to �ro C; oZ k --,----------- `-. -- +0 .342.57. 0 31 Q TLS -er STEP S1EP - STEP TEP I �� -- ---—---�}--- F" *' I — W _ r-- -- tl3 -- ____ D+00-_ ee - 9+ I. ------------- - = - - -- Q UJ EX15TING PAINTED ROAD CENTERLINE L0 ROAD 5TATIONING FROM 2 , SURVEYED SECTION UNE t I STA 9+32.00, 7.21' LT IN5TALL END OF UNE CLEANOUT PER DETAIL (7-20) ON DRAWING C4.4 - — - - — - - — - - — - IXISTING E.O.P. UNE - - — 85 10+00 2 11+00 ____ -� --- - I 0 LF 12-0 PVC 5=0.005 FT/FT 42. 4 43.31 2.81 FL n1 - - __,rE)G15TING R.O.W.UNE - CLARK ROAD `pCISTING R.O.W. UNE 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 11+00 11+50 12+00 12+50 13+00 11 KEY MAP I ` =300' INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON SHEET C3.2 OIN5TALL TYPE II BARRICADE5 PER DETAIL (1 O) ON SHEET C3.2 OINSTALL CEMENT CONCRETE 51DEWALr PER DETAIL (8) ON 5HEET C3.2 4 5AWCUT AT R.O.W. CIL AND CON5TRUCT HALF -ROAD IMPROVEMENT5 PER 5ECTION DETAIL (9) ON 5HEET C3.2 •5EE DRAWING C3.0 FOR CATCH 5A51N INFORMATION LEGEND SS S STEP SEWER UNE STEP IX15TING WATER UNE PROP05FD WATER UNE ■ ' 45' BEND (WATER) O TEE WITH THRU5T BLOCKING (WATER) �p�NO� co 0 Z n� N NOC kDN �a[Qp p K NIi ±on �uaI _ Q 1n +m LL7+N. Q� F U N Z OaL Q>Wi �Q I-��Q� O w II II ? K �tQ-iJ zI 345 d �. U' N w._. c7 m;w w — ID I i w 345 J _. _. _ .._ _.. ..... --_— -_ _. _. Lu U U ILJ Q U) I------ -------- -----"-- -- ----- -------7-- -- — — — —I— -------------- --------------- ad CBNI TYPE 1 0.47% 0.33%I -0.25% 5TA 9+09.88 I RIM -342.27 IX15TING E ATION5 @ 340 -_ IE=338.57 i CROWN O THE ROAD MOF05ED ELEVATION5 053 LF 12'0 PVC 0.005 FUFT 340 _. _ _ @ FLOWUN I I ' CB81 TYPE I C 11 TYPE I �'�� STA I 0+87. 13 5T I I +39.83 4271 4'10 STEP ONE SDR 21 CL200 P R1 I E= 39.04 IE -3 1 i 335 1 _ 18.77 .1 335 I �p pp p N N N N N N N NI N'. N N M 330 330 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 CLARK ROAD HORZ.: I " = 30' VERT.: 1 " = 3' 11+00 11+50 12+00 12+50 13+00 11 KEY MAP I ` =300' INSTALL CEMENT CONCRETE TRAFFIC CURB 4 GUTTER PER DETAIL (17) ON SHEET C3.2 OIN5TALL TYPE II BARRICADE5 PER DETAIL (1 O) ON SHEET C3.2 OINSTALL CEMENT CONCRETE 51DEWALr PER DETAIL (8) ON 5HEET C3.2 4 5AWCUT AT R.O.W. CIL AND CON5TRUCT HALF -ROAD IMPROVEMENT5 PER 5ECTION DETAIL (9) ON 5HEET C3.2 •5EE DRAWING C3.0 FOR CATCH 5A51N INFORMATION LEGEND SS GRAVITY 5EWER UNE STEP SEWER UNE STEP IX15TING WATER UNE PROP05FD WATER UNE ■ ' 45' BEND (WATER) 90' BEND (WATER) TEE WITH THRU5T BLOCKING (WATER) 45' BEND WITH THRU5T BLOCKING (5EWER) �y 5EWER CLEANOUT m STEP PUMP CONTROL PANEL M 5EWER GATE VALVE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800424-5555 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES. —mr-Z--•w- 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE SY5TEM VERTICAL DATUM NAD 8" 1 SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838 SPLICE TO EXISTING 14 GAUGE TONING CONNEC- TO ) EYJSTNC PVC J SERVICE JVC 1' KBI BAA VALVE. A x ::HECK INSTALLA-ON NOTES ALL SERWCE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARBON BOX N PLANTER STRIP ON 301TH SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE :NSTALLEC 'N CARSON BOXES ACCORDING TO DRAWING. 3 SERVICE BOX - CARSON INDUSTRIES MODEL NO 14198 WITH BOLTED RINGED COVER OR EDO& COVER NARKING ro READ 'SEWER' (USE N NON -TRAFFIC AREAS) /-14 GA. OF HEAVY INSULATED COPPER TONING ARE KITS STEP MAIN I" SCHEpE _/40 PVC CPAVCVSI5NGxH 1' KSI BALL VALVE. $L X SLJ I' PVC NIPPLE, A x SL 1' x MAN CIA, PVC REDUCING TEE SL N SLAIN OR RPE SADDLE — TYPICAL 1" SERVICE CONNECTION APPROVED DUO. NG. PUBLIC WORKS DIRECTOR :ATE DES. DM I GKD. JY I JEG TP 4/2007 USE 1' UNION TO CONNECT TBSTINC APARATJS FOR PRESSURE TEEN S 18' MIN RISER HEIGHT TYPICAL WITH ALL VON -TRAFFIC TEARING TANKS ELECTRICAL SPLICE BOX MITI CORD GBPS OFF OR.FICE I! AL_ CONNECTIONS S'AL BE MADE MTH SEE RESTORATION TABLE ABOVE SEE RESTORATION HEAT SHMNK BUTI C011NEC-CR5 21' OR 24' PVC RIBER *,'LID\ -1 SAFE GROUND AWAY MOM RSER- 14 GAUGE OF 11P FROM IOP OF RISER TO C INSULATED FCIPICN cc4DUII TIMING ARE _h _ c INSTAR IN _ _ 1 1 3/4' EY CONDUIT SEA OFF OR.FICE I! 'CMNG WRE - INSTALL N RIVER LIILUWt UISQHAGIL 2 -PART EPDXY, USE ORENCO RISER TANK ADAPTOR FOR CONCRETE 1" RK BOAT ASSEMBLY AS SET BY CITY OF YELM PERIMETER OF VALLT 4' CIA. PVC FLOW INDUCER PK BIOTUBE THE MAYERAL EOR DUPLEx. TRIPLEX. AND CLA58 I OIM4CN 1 S0, PWI INSTµLAl10NS WA VARY. RIE CONTRACTOR SIAUL MEET THE /B' ON- INTIIT OF THE INSTALLATION RECUIREMEN-S 91CWN IN THE N THE D R -REAL STEP SALLAr ON. ALL ST=P IANKS SHALL B- H-20 LOAD RATED —ANI THIS POLICY SHA_L TAKF FFFFCT ON MA's 31, 2007. DEPT. OF PUBLIC -WORKS T" (TICAL SIMPLCX STEP TANK Ir\ST.A-LAI ION APPROVED DWG. N;7 . 7 PUTUC WOIHts OR-CTOR DATE / —� D'NN'. CLCD. DAIS JY .JEG 7P 4.12007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON RESTORATION SURFACE FIBO!dA55 lm SEE RESTORATION TABLE ABOVE SEE RESTORATION WT+ STARLESS STEEL B' RN15H AND NEOPRENE CASKET 1YP. r �IAPK HOW AND BRIER RCMIRC4FNIT VALVE ASYMBLY V, ORIENT BAA 'v&VE BAGU BEE SHOWN. BALL VALVE /AS SHALL BE WTR 12' BELOW MAINTAIN SIDE LID SLOPE AS STEEP 30' CIA. RIBBED PVC WN NEOPRENE /RISER GROMMETS 'CMNG WRE - INSTALL N RIVER LIILUWt UISQHAGIL 2 -PART EPDXY, USE ORENCO RISER TANK ADAPTOR FOR CONCRETE 1" RK BOAT ASSEMBLY AS SET BY CITY OF YELM PERIMETER OF VALLT 4' CIA. PVC FLOW INDUCER PK BIOTUBE THE MAYERAL EOR DUPLEx. TRIPLEX. AND CLA58 I OIM4CN 1 S0, PWI INSTµLAl10NS WA VARY. RIE CONTRACTOR SIAUL MEET THE /B' ON- INTIIT OF THE INSTALLATION RECUIREMEN-S 91CWN IN THE N THE D R -REAL STEP SALLAr ON. ALL ST=P IANKS SHALL B- H-20 LOAD RATED —ANI THIS POLICY SHA_L TAKF FFFFCT ON MA's 31, 2007. DEPT. OF PUBLIC -WORKS T" (TICAL SIMPLCX STEP TANK Ir\ST.A-LAI ION APPROVED DWG. N;7 . 7 PUTUC WOIHts OR-CTOR DATE / —� D'NN'. CLCD. DAIS JY .JEG 7P 4.12007 SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON RESTORATION SURFACE tORiAs SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE B' RN15H GRADE 1YP. CWPACRCN RFCMATS BRIER RCMIRC4FNIT CRUSHED V, s' I I / / BAGU BEE N— RE5TOILAWON TABLE CC MAINTAIN SIDE —\ SLOPE AS STEEP .{ ¢ / AS POSSIBLE \ / R LINE U RNM ROADWAY 10 NIF4'M i0 ALL CM I Ia1YL. GIAV[L RAW IPE BEDDING FOR R' b� FLEXIBLE PIPE PIPE 00. m� IDJIICIIEtE SURFACE PPE SOECT BACXDLL 0. (DRIKNAY/BOEWALNJ W COMPACT 10 SUR rpIYWC MID PAR. ' HKPOSEII/ NjNRNGS NAnK BACNRLL FlN:SX EPILOG SHALL BE I LAW./IANUYA�E MFR A' 4M. M`F A NO E 9WOOT1 ! CM915TANT s TOP 5pl CYTI=ACL TO BSR WTI EMSRNO pfADE { CENTERED ON DEPT, OF PUBLIC WORKS NAVA RACKTLL 4WND WCKRL UNAPRDVED SUFA(F NIA cavAcr TD esK y ABOVE pISIKIC 7-12 tl1A1E R gworN 5 DAN CIO) Dxyr JY .EG TP 4/2007 CSBC CRUSHED SURFACE BASE COARSE GGTC . CRUSHED SURFACE rOP Courts CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH AP DWG. NO. li«. /__3 PUBLIC WORKS DIRECTOR OATS OWNCKO. DATE JY JEG TO 4/2007 _ RESTORA?ION TABLE 1 tORiAs YIRdNE55 BACKFlLL/ COMMENTS/ TYPE 72' CWPACRCN RFCMATS BRIER RCMIRC4FNIT CRUSHED a' ptV611E0 SURFACE SELECT BApRLL 0X1511 GRACE 9Mll Er FJIMACF -f0 CIXIRi 4LIfACr Ta 95z 9Y�111 A CW95rAMl _ V-1 4Op GAL MTH EN611NC AC, PAVEMFMi 3" MM. CNH[ B AC SF1EGi BACA3UL RNM ROADWAY 10 NIF4'M i0 ALL CM I Ia1YL. GIAV[L RAW DAWNC OVER {' CRuiNEG SURFACE Yro CauRSE caMAcr To SUR WADES AND WRss FORWAMEL CALL IDJIICIIEtE SURFACE MATCH DUSTING SOECT BACXDLL MATIN ODSIWG OMEN (DRIKNAY/BOEWALNJ CONCRETE 1HCNIE55 COMPACT 10 SUR rpIYWC MID PAR. ' HKPOSEII/ NjNRNGS NAnK BACNRLL FlN:SX EPILOG SHALL BE I LAW./IANUYA�E MFR A' 4M. M`F A NO E 9WOOT1 ! CM915TANT s TOP 5pl CYTI=ACL TO BSR WTI EMSRNO pfADE { CENTERED ON DEPT, OF PUBLIC WORKS NAVA RACKTLL 4WND WCKRL UNAPRDVED SUFA(F NIA cavAcr TD esK y ABOVE pISIKIC 7-12 tl1A1E R gworN A_L STP TANS SIIA_L BE I--20 LOAD RATED TANKS. THS POLICY SHA_L TAKE EFFECT ON MA" 31, 7007. FIN SHED GRADE —WATER RIGHT LID 21", MIN. PVL RISER 'MI WATER TIGHT uc —� 14 GAUGE TONING YORE TO SS CO , 9 6" MIN BEDDING 1. DELETE BAFIFLE FOR A 3000 GALLON TANK UTLZED AS A TRIR I,X PIMP VAII 1, 2. THE OWNER WL, REVIEW TOLERANCES IN EXCESS 01 DMENSIONS SHOW 3. THE TRIPLEX PUMP VAULT REQUIRES NO VAULTS AND TWO :QMPLElE RISERS. ONE VAUL CUNTMNS FLOATS AND ONE PUMP, THE SECOND VAULT CON-AINS TA) PI,Vn, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. PUNF VAULT RISER /-14 GAUGE TONING /WRE TO SERVICE BOX ..�II I I _ I - j 2 PART USE ORCNO TAW TO RISER ADAPTER FOR CONCRETE TANKS I I I I 101111 I PUMP ASSEMBLY, SEE DWG. N0, 7-9 IIE 1) L ---- ON ALL TANKS LARGER THAN 1300 GALLONS THE LENOTIN OF hE DOM TURNED INLET PIPE WILL BE DErETMNED BY TTR KLM SEIY_R MIT. 1500, 3000, 4500 CA_LON STEP IA.NK/PUMD TANK APPROVE OWG NO PJBOC WORKS DIRECTOR DATE DES DWT. UK- DATE J" TP 4;2007 TABLE FOR FEEDER WIRE RUN 1'+00 GA_ 3000 GAL 4300 GAL _ '2 5IF 72' 72' ,,,.UK hLItN ,,,.UK OF TCP OF UP. EXISTING GROUND iV I -MAX. 62 t c(1 R/' V-1 4Op GAL 600 GAL 'o BUMCE ALALI I V-2 1100 GAL 2400 GAL 1. DELETE BAFIFLE FOR A 3000 GALLON TANK UTLZED AS A TRIR I,X PIMP VAII 1, 2. THE OWNER WL, REVIEW TOLERANCES IN EXCESS 01 DMENSIONS SHOW 3. THE TRIPLEX PUMP VAULT REQUIRES NO VAULTS AND TWO :QMPLElE RISERS. ONE VAUL CUNTMNS FLOATS AND ONE PUMP, THE SECOND VAULT CON-AINS TA) PI,Vn, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. PUNF VAULT RISER /-14 GAUGE TONING /WRE TO SERVICE BOX ..�II I I _ I - j 2 PART USE ORCNO TAW TO RISER ADAPTER FOR CONCRETE TANKS I I I I 101111 I PUMP ASSEMBLY, SEE DWG. N0, 7-9 IIE 1) L ---- ON ALL TANKS LARGER THAN 1300 GALLONS THE LENOTIN OF hE DOM TURNED INLET PIPE WILL BE DErETMNED BY TTR KLM SEIY_R MIT. 1500, 3000, 4500 CA_LON STEP IA.NK/PUMD TANK APPROVE OWG NO PJBOC WORKS DIRECTOR DATE DES DWT. UK- DATE J" TP 4;2007 TABLE FOR FEEDER WIRE RUN ARE SIZE 012 AWC COPPER MAXI4JM DISTANCE 150 FEET 010 AW. COPPER 20U FEET 08 AWG COPPER 350 FP -ET IRt i12UHGA I I'JNS LUN AUUI IIUNAL IN IUNMAPUTIJ. 1" AN RELEASE VALVE OR 1" AIR NVACUUM IVALVVEEEASE DECAL - SEE W/ BOLT ON `1BERGLA55 110 BY ORENCO OR FONAI 2• RIGID FINISH GRACE SHALL SPECIFICATIONS INSULATION BE WTNIN 1't 1/4 - / ,,,.UK hLItN ,,,.UK OF TCP OF UP. EXISTING GROUND iV I -MAX. t II �--BOLD I8PT. I as E 1/2' PVC TRUE UNION BALL VALVE—� 'o BUMCE ALALI S 1" PVC TRUE LNION BALL VALVE PVW UGIT LITTERING 'y SLOPE UP FORWAMEL CALL POLYPROPYLENE 3sD-44&eM1 STRAINER ' PVC EL_. SLX1H ' SCNEO ULE BO P'✓C IPT %'SELMF UTT ar rE1L TAPPING PVC SADDLE NGAC MODEL304 OR LOCAL NIMUM OF 8' ESSURE SEWER MAIN � `-PAOLDCK WIN COMMON MY NO E s UNION JOINTS SHALL BE SOLVENT CITY OF YELM { CENTERED ON DEPT, OF PUBLIC WORKS FLRNISNED BY THE CITY TYPICAL SEWER AUTOMATIC PANEL AIR RELEASE VALVE OF KLM FROM POWER SOURCE NOIL PANEL SIZE MAY VARY DEPENOI4G ON MANUFACURER Y -C, B-012 10 STEP TANK - SIMPLEX 1.2"C, 13-012 TO STEP TANK - DUPLEX 1.2-C, 17-012 TO STEP TANK - TRIPLEX TYPICA*- PUMP CONTROL PANEL p'P'ONCNECTOR GATE I DWG. NO� 9U JY JEG TP 4 FN SNA 30'9 RIS ALARM NIGH LEVEL LAG ON/OFF (4.3' CHAWTOWII M TO OFF) 5 LEAD GN/pT----S 6- (A5' DRAWDOWN ON TO OFF) LOW LEVEL ALARM 5' REDUNDANT OFF 6' MIN 2S' 000 DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT ALOVED� BONG. NO_ PUBLIC WORKS DIRECTOR DATE 7-14 DES. WIJ. H0.AR..__ JY JEG TP 4/2007 MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 1" AN RELEASE VALVE OR 1" AIR NVACUUM IVALVVEEEASE 21'00 RIBBED PVC RISER W/ BOLT ON `1BERGLA55 110 BY ORENCO OR FONAI 2• RIGID FINISH GRACE SHALL INSULATION BE WTNIN 1't 1/4 - / ,,,.UK hLItN ,,,.UK OF TCP OF UP. EXISTING GROUND 3 I -MAX. t II 14 GAL•OE TONING WRE as E 1/2' PVC TRUE UNION BALL VALVE—� _ S 1" PVC TRUE LNION BALL VALVE P SLOPE UP POLYPROPYLENE P SCHEDULE 40 PVC STRAINER ' PVC EL_. SLX1H ' SCNEO ULE BO P'✓C IPT %'SELMF NIPP.E TAPPING PVC SADDLE NGAC MODEL304 OR LOCAL NIMUM OF 8' ESSURE SEWER MAIN GRAVEL OF PEA BACKFILL FOR DAMN NO E PLACE IN A NON -TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT CITY OF YELM WELDED. CITY TO FIELD LOGAIE. DEPT, OF PUBLIC WORKS TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE AP D DMC. NO. 7-12 PUBLIC WORKS DIRECTOR DATE _ 5 DAN CIO) Dxyr JY .EG TP 4/2007 4 FN SNA 30'9 RIS ALARM NIGH LEVEL LAG ON/OFF (4.3' CHAWTOWII M TO OFF) 5 LEAD GN/pT----S 6- (A5' DRAWDOWN ON TO OFF) LOW LEVEL ALARM 5' REDUNDANT OFF 6' MIN 2S' 000 DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT ALOVED� BONG. NO_ PUBLIC WORKS DIRECTOR DATE 7-14 DES. WIJ. H0.AR..__ JY JEG TP 4/2007 MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91. SOUTH NGVD 29 ZONE4602 TC RTC POINT 838 oI NATIVEOR SELECT '.: YT BACKFIRE AS DIRECTED AY •_ CONCRETE SLAB 2' x 2 1 ENtANEEA. iYP. CENTERED CN VALVEI - UD - 1130 DI READER ;J MDI. / I w 'o a —DRI(A OR APPROVED EQUAL 6 PX PIPE A51M m 2" i Backfill to top at drain ring housing Z m 3 bolts with 2" washed rock as shown i LATE VALVE, MJ x MJ ?VC SEWER MAIN 6' x 6' sheet of (1 mil. plastic or con- REDOING MATERIAL FOR DO NOT COVER RICO PIPE SHALL BE SAND NOTE: INSTALL TANKS AS PER DETAIL OF BELTS 'M/ MANUFACTURER'S RECOMMENDATION cost -in-place against WHICHEVER IS MORE STRINGENT. filling only 1 1/2"-2" POLYE7HYLENE LINE BALL VALVE 'mac CITY OF YELM 1 DEPT. OF PUBLIC WORKS by provided around all hydrants. CONCRETE TANK ADAPTER BEDDING \ AFAP PRO_ OWG. N0. DEF'.OFPUBLIC WORKS 7-171 '°Vill �-W RESILENT (LI GU RD STOA) WORKS DIRECTOR DATE American AVK Series 2780 or Mueller ,.. DWN. C ATE JY JEG TP 4/2007 FIBERGLASS UJ WITH SIAINLLSS Sn1L 80,T5 AND NEOPRENE CASKET S' MIN (T'.) V 1"31/4 ALL LIDS x.' MA-� FINISH GRADE-� I-22TYP.IN � SLOPE TD 14 GAUGE COPPER TONING WRE. 2'-O" TAIL INTO RISER SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON PVC RISER ORENCO SYSTEMS, INC., OR EQUAL (FOR USE WTI WON -TRAFFIC BEARING TANKS) NOTE:. RISER AND LID SHALL BE 3(7' ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND UD SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. TYPICAL RISER APPROVED DWG. -18 N0. `r c"� PUBLC WORKS DIRECTOR DA7 TE JY JEG TP 4/2007 SERVICE SADDLE 30' ROMAC 2025 OR 2% SLOPE TO BOX _I a6' "0 CENTER -OF BOX CURB " CHECK VALVE o rBALL VALV 14GAUGE " INSULATED COPPER + TONING D _._P 1/ RCT WRAPPED 1 I/2' - 811-666 CC AROUND THE 2° - B11-77� PIPE (SEE 1 1/2" - C66 - 66 1 B 12' GENERAL 2" - C85 7J NOTES NO. r FORD PACK JOINT 7)— 1 CORPORATIOT STO TYPE B 1 _ PLASTIC UNE (USE 200 PSI PHILLIPS 0 PIPE / 51W POLYCTHYL£NE =IPE) FORD BALL VALVE - WITH PACK JOINT A FENA:F I.P. THREA05 K- SERVICE SADDLE T. ND STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2, ALL SERVICE SADDLES SHALL RAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VBH 76-15813 OR EQURI 2' - FORD VSH 77-/51117 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2' RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SOR-21 PVC PIPE HOUSING 0 BY-PASS VALVE W/LOCKABLE CAP I I Y-2' MALE NIP tI CEP-. OF PUBLIC WORKS 1 1/2" TO 2" METER SERVICE APPPRO DA". Vz0. Pt Rain. wnPx% nIRECTDR DATE GAJ ES P JES 1 7P VALVE NUT EKTENTIONS REWIRED VALVE BOK, RICH N0. 910 TO BRING NUT TO WITHIN 12" OF OR EQUAL W/ COVER THE SURFACE. MARKING TO READ "SEWER"-, '.: YT 1 1 /2- CIR. m CONCRETE SLAB 2' x 2 1 $IZE A B APPROVED METER BOX iYP. CENTERED CN VALVEI - UD - 1130 DI READER LID / I BOX - BICE 1130 x 12 BASE —DRI(A OR APPROVED EQUAL 6 PX PIPE A51M 2" D-3034 (WHITE) - Backfill to top at drain ring housing bolts with 2" washed rock as shown i LATE VALVE, MJ x MJ ?VC SEWER MAIN 6' x 6' sheet of (1 mil. plastic or con- 2 - jM BARS DO NOT COVER � METER BOX BELTS 'M/ 1. Hydrants shall be located in cost -in-place against CONCRETE � filling only 1 1/2"-2" POLYE7HYLENE LINE BALL VALVE 'mac 1 f 1/2'-2" f by provided around all hydrants. ADAPTER CITY CF YLLM, WASHINGTON \ ILLPIER VALVE DEF'.OFPUBLIC WORKS Reliant style 929, Clow Medo'lion or �-W RESILENT (LI GU RD STOA) American AVK Series 2780 or Mueller WEDGE Centurion �\LL GATE VALVE CHECK VALVE T7IRE HYEPANT SERVICE SADDLE 30' ROMAC 2025 OR 2% SLOPE TO BOX _I a6' "0 CENTER -OF BOX CURB " CHECK VALVE o rBALL VALV 14GAUGE " INSULATED COPPER + TONING D _._P 1/ RCT WRAPPED 1 I/2' - 811-666 CC AROUND THE 2° - B11-77� PIPE (SEE 1 1/2" - C66 - 66 1 B 12' GENERAL 2" - C85 7J NOTES NO. r FORD PACK JOINT 7)— 1 CORPORATIOT STO TYPE B 1 _ PLASTIC UNE (USE 200 PSI PHILLIPS 0 PIPE / 51W POLYCTHYL£NE =IPE) FORD BALL VALVE - WITH PACK JOINT A FENA:F I.P. THREA05 K- SERVICE SADDLE T. ND STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2, ALL SERVICE SADDLES SHALL RAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VBH 76-15813 OR EQURI 2' - FORD VSH 77-/51117 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2' RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SOR-21 PVC PIPE HOUSING 0 BY-PASS VALVE W/LOCKABLE CAP I I Y-2' MALE NIP tI CEP-. OF PUBLIC WORKS 1 1/2" TO 2" METER SERVICE APPPRO DA". Vz0. Pt Rain. wnPx% nIRECTDR DATE GAJ ES P JES 1 7P VALVE NUT EKTENTIONS REWIRED VALVE BOK, RICH N0. 910 TO BRING NUT TO WITHIN 12" OF OR EQUAL W/ COVER THE SURFACE. MARKING TO READ "SEWER"-, UNDISTURBED SOIL-/\ � NOTE: 2" & 3' VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPM04 CONCRETE SUPPORT BLOCK FOR VALKS 2" AND LARGER DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN LINE GATE VALVE OW. NC. 7-21 17- Top view operating nut e I�---Limns of poymenY, Paint Hydrant Weather shield Sun Yellow Hlgh and Hydrant Lock J Grade Enamel �-- Bonnet -� ,� t3312� _ 21/1"Hose connection )*'Weather % with threads HYDRANT OFFSET .r-41/,"Steamer c. ne0i.n with NST threads See volve box and „ A 5" Scor: nda Ater volve slam detail - 4, (nom@� Style 5-37 w/SC cap f 6-11 �e 78"-24" /-- Ground To suit Sla ndpipc I I I tr¢nph i 6" Flanged tire depth 3' Mi T'mum VT hydrant ta¢ Each 81 06 FTS Joint 1nc. Meg Meg Iron, 8" Ialug rT\ \ '.: YT 1 1 /2- CIR. m CONCRETE SLAB 2' x 2 1 iYP. CENTERED CN VALVEI "'�-TONING VIRE, BRING TO M/ "4'5 EACH WAY TOP / I SURt ACE 1N VALVE d0% —DRI(A 1/2" H(XE OR SLAT 6 PX PIPE A51M FOR WflE D-3034 (WHITE) - Backfill to top at drain ring housing bolts with 2" washed rock as shown Plastic barrier between LATE VALVE, MJ x MJ ?VC SEWER MAIN 6' x 6' sheet of (1 mil. plastic or con- 2 - jM BARS DO NOT COVER � ' BELTS 'M/ 1. Hydrants shall be located in cost -in-place against CONCRETE � filling only In addition, a minimum three foot 1 by provided around all hydrants. UNDISTURBED SOIL-/\ � NOTE: 2" & 3' VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPM04 CONCRETE SUPPORT BLOCK FOR VALKS 2" AND LARGER DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN LINE GATE VALVE OW. NC. 7-21 17- Top view operating nut e I�---Limns of poymenY, Paint Hydrant Weather shield Sun Yellow Hlgh and Hydrant Lock J Grade Enamel �-- Bonnet -� ,� t3312� _ 21/1"Hose connection )*'Weather % with threads HYDRANT OFFSET .r-41/,"Steamer c. ne0i.n with NST threads See volve box and „ A 5" Scor: nda Ater volve slam detail - 4, (nom@� Style 5-37 w/SC cap f 6-11 �e 78"-24" /-- Ground To suit Sla ndpipc I I I tr¢nph i 6" Flanged tire depth 3' Mi T'mum VT hydrant ta¢ Each 81 06 FTS Joint 1nc. Meg Meg Iron, 8" Ialug rT\ \ MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUMSY NAD 83/91. SOUTH Ni 29 ZONE 4602 TO RTC POINT 838 1-6" Class 52 ductile iron NV pipe of Ho on in 6" gate valve, FL X MJ -^ / I I See nota below Varies - 1 (-4"x8"x16" concrete black I LHydrant shoe I 1 Backfill to top at drain ring housing bolts with 2" washed rock as shown Plastic barrier between thrust block and tee 6' x 6' sheet of (1 mil. plastic or con- 1 struction fobric, covering 2" washed rock � r es Concrete thrust block 1. Hydrants shall be located in cost -in-place against accordance with Section 6.060. filling only In addition, a minimum three foot radius unobstructed working area shall by provided around all hydrants. CITY CF YLLM, WASHINGTON 2. HydroNs shell be Dresser M & H DEF'.OFPUBLIC WORKS Reliant style 929, Clow Medo'lion or American AVK Series 2780 or Mueller Centurion T7IRE HYEPANT 3. Gate atevalves shall resilient wedge NRS with 0 -ring seats. Valve ands shad be Mechanical joint by ANSI flanges. ---- Valves shall conform to AWWA 509-80.AP. P°016¢-..., CCG. No Valves shall be Mueller M&H, Kennedy, G 6_7 Clow R/W or Waterous Series 500. PUBLIC WORKS CIRECTOR DATE 4. Fire Hydrant lock payment Is required DES. 6WN. CKD. DATE city will order and Install• Es _ 1 dEG T= 4/2007 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUMSY NAD 83/91. SOUTH Ni 29 ZONE 4602 TO RTC POINT 838 'I ADDITION PROPOSED 30`0 ACCE55 / GRADE RISER (TYP.) I8' MIN. r G' PVC 5TORAGE VOL 1,032.50 GAL. I I 55' DETENTION VOL. 2,581.50 GAL. 4' TOTALS: 3000 GAL. (LIQUID VOLUME) STORAGE VOL. = 1,032.50 GAL. YELM STEP TANK MPG. BY EVERGREEN DETENTION VOL. = 2,581.50 GAL. PRECAST, INC. WITH H-20 RATED LID. WORKJNG VOL. = 211.20 GAL. TOTAL VOLUME PROVIDED = 3,G 14 GAL. &STEP TANK DETAIL SCALE: N.T.S. EXISTING GROUND LINE RESTORATION LIMITS OR SUBGRADE. MINIMUM 3_0" _ 6" 6" # 8' GRAVEL BASE MIN. - - COMPACTED DEPTH (UNLESS OTHERWISE DETERMINED) OT/ - , P MEETING STD. SPEC 9-03.19 - TELL / BUTTERFLY VALVES, 6° MIN y .--10" OR 18" OR TEE SEE NOTE 3 BELOW,/ 3,60D WELDED TO RISER SHAFT, CITY 0- YELM, WASHINGTON -"-6 SDR 21 PVC PIPE BEDDING MAILRIAL MELTING SIC. /I GUIDE PLATE WELDED TO RISER ,4. MIN. SPEC 9-03.15 PLACED IN 4' LIFTS/ = - AND COMPACTED TO 95% MAX_ DENSITY (REQ'D FOR SEWER, WATER AND GAS ONLY) I PLUMB AND CENTERED 4' SAW CUT OR APPROVED EQUAL CU11 TO BE UNIFORM AND VERTICAL (SEAL JOINT W/ AR4000 AND SAND, TACK EDGE OF CII PRIOR TO PLACING NEW ASPHAG) EXISTING SPREADING. (ID,) 6' MIN. COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CLASS B OR MATCH EXIST. IF > 3' (7 MAX VET) #2" CRUSHED SURFACING TOP COARSE MIN. COMPACTED DEPTH. MLEIING STD. SPEC_ 9-03.9(3 CDP SHAT1 HE PLACED ROM THE TOW OF THE WILLY 10 B0710M OF ASPHALT_ TRENICH DETAIL NO SCALE TRENCH RLS_ ORAHON NOTES: 1. AL1. REFERENCES ID SID. SPECS. SHALL BE IN ACCORDANCE W/ W.S.D.OS STANDARD SPE( F'(AIDES FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 1994 EDITION. 2. ALL ROADWAY CROSSINGS SHALL BE PUSHED UNLESS DETERMINED BY THE COUNTY ENG'NE 2 TITAT PUSHING CANNOT SE ACHIEVED. 3. RESTORAIION SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING'. A. CONTROLLED DENSITY BACKRLL, CDF, WILL BE REQUIRED AS A BACKFILL MATERIAL, OR B. SELECT BACKFILL MEETING THE REQUIREMENTS OF THE STD. SPEC. 9-03.12(i)B COMPACTED 10 95% DENSITY AND PMCED -N A MAXIMUM 12" LIFTS_ WRDITN VERIFICATION OF COMP ACTION, BASED UPON ACCEPTABLE TESTING MF1U GS, AND PIA61VENT OF THE BACKPLL WILL BE REQUIRED', OR C. NATIVE MATERIAL MAY BE USED AS BACKRLL MATERIAL WHEN STANDARD ACCEPTABLE TESTS SHOW THF MAIERIAI MEETS THE RECOMMENIS AS SPECIFIED ABOVE. 4. ALL PATCHES SHALL BE ROLLER COMPACTED STEEL WHEFI ROLLERS SHALL BE NO WIDER THAN TRFNCH NATfH WIDTH_ S. ALL LONGITUDINAL CUTS WITHIN IHS PAVEMENT SHALL REQUIRE A FULI. ONE OVERLAY AND MAY REQUIRE GRINDING Al TETE COUNTY INSPECTOR'S DISCRETION. ALARM HIGH LEVEL LAG ON LAG Off LEAD ON LEAD Off ALARM LOW LEVEL ROADWAY STANDARDS UTLfTY TRENCH DETAL APPE11M 6 - H SEC. 30, T1 7N, R2E, W. M. THURSTON COUNTY, WASHINGTON 3' A 3' x 4" CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER NHRE r SEAL WITH AR4000W ACP CSTC � 1 BALLAST-/ 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY 12' RECESSED HANDLE TYPE COVER �A,- r_ -,INLAND FOUNDRY #248 10"63 4 VALVEBOXWITH "WATER" CAST IN LID OR OFCO 910 SECT'ON J FINISHED GRADE - , ALL VALVES MUST HAVE 14 GUAGE INSULATED 1 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. BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND .--10" OR 18" OR TEE X 1 7/8" X 2" HIGH GRACE STEEL 3,60D WELDED TO RISER SHAFT, CITY 0- YELM, WASHINGTON -"-6 SDR 21 PVC PIPE w GUIDE PLATE WELDED TO RISER rvM CONFORMING TO ASTM ul o II 3034. RISER PIPE TO BE i 2 I PLUMB AND CENTERED NUT. LENGTH AS REQUIRED. 41000 OVER VALVE STEM. 10,100 10" ^ 1 4 a z NOTE: 3.100 oW � IIS I PUDUC WORKS DRECTOR�TPE 17,400 FILLET WELD ALL AROUND. 'JES. DAN. M w 14" ��-VALVE STEM RISER � I REQUIRED WHEN MAX. 16 " 36" IS EXCEEDED 30,800 15,700 (LENGTH VARIES) 40,300 NOTE, _ - , ALL VALVES MUST HAVE 14 GUAGE INSULATED 1 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. BUTTERFLY VALVES, VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 7/8" OR TEE X 1 7/8" X 2" HIGH GRACE STEEL 3,60D WELDED TO RISER SHAFT, CITY 0- YELM, WASHINGTON O 3/16" Thk X 5 1/5" DIA STEEL DEP-. CF PJBLIC WORKS GUIDE PLATE WELDED TO RISER 8,000 SHAFT. STANDARD U 2"X2"X 3/16" SQUARE STRUCTURAL VALVE BOX STEEL TU91NG TO FIT OPERATING 14,300 NUT. LENGTH AS REQUIRED. 41000 --'-- 10,100 10" APPROvjI T"*t -- NOTE: 3.100 15.800 ALL WELDS TO SHAFT SHALL BE 1/4" PUDUC WORKS DRECTOR�TPE 17,400 FILLET WELD ALL AROUND. 'JES. DAN. CKD 14" 43.600 Es .EG 12.100 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' BEING DEAD END DIAMETER BOX I ( 1�) L OR TEE 4" 3,60D 2,000 1.000 - 500 2,600 6" 8,000 4,400 2,300 1.200 51700 8" 14,300 7,700 41000 21000 10,100 10" 22,300 12,100 5,200 3.100 15.800 12" 32,000 17,400 8,900 4,500 22,700 14" 43.600 23,600 12.100 6,100 16 " 57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS : 3000 LB/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER RIFE 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 OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE HPE EXCEEDS 2 FEET POUNDS PER SOIL SQUARE FOOT � CITY OF YELM, WASHINGTON DEPT, OF PUBLIC WORKS MUCK, PEAT 0 -- SOFT CLAY 1,000 THRUST LOADS SAND 21000 i SAND & GRAVEL 3,OOD ---- A . SAND &GRAVEL 4,000 DWT. N0 ,,^ CEMENTED WITH 6-14 CLAY PURL16 WORKS DIRECTOR DAT HARD DES.Es SHALE 10,000 OWJNcxD. DATE E, TP 4/20107 0 4" SCHEDULE 40 STEEL OR REINFORCED CONCRETE MARKS POST STAMPED WITH "W" AND DISTANCE TO VALVE 3 POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HVORAIIIIC COI OR\ \1v -ul\j CEMENT CONCRETE GLASS 4" DIAMETER SCHEDULE - 20 STEEL POST PILLED WITH CONCRETE SIDE FRONT VALVE MARKER POST 4"EIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 1 NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 1 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE 1 ENAMEL (SAME COLOR AS HYDRANT - L SEE DETAIL 6-7) c e yj 2 CITY OF YELM, 'W'ASHINGTON A DEPT. OF PUBLIC WORKS CEMENT CONCRETE p.-,' D. � _ CLASS 3000 VALVE MARKER POST & HYDRANT BOLLARD DETAIL; APP'. HYDRANT DWG. EI_ ANT BOLLARD lL-� PUBLIC WORKS DIRECTOR PATE 6-121 DES- OWN. CKU. DATE Es JLG IT 4/2007_--. RES(WRAHLN GERM TRACE TAPE 12' TO IB' UNDER vnelES �` THE FINAL GRADE. ACL -a NRE 'SEE CENTRAL TDEIJCR BACKFILL --/ j WATER NOTES NO. )) SEE NOTE 1, 3, 3 PEDD.tI NATFRIAL SEE MOTE 4 UNDISTURBED SOK. ROTLS: 1. A MINIMJM COVER OF 3.5' STALL BE WiNTAINI EXCEI'T AS REOUIRED AT CONAYTCPWf POINTS. 2. NATIVE RACKFIII St'AL CNI OF EP'SHED, PROCESSED. OR N4TURAL4K OCCJRRING GRANULAR MATFRIAI. 11 SIAL: Br FAAENiALLY FAFE FROM VARIOUS TWFS OF WOOD WASTE OR ET{TER Ex IRPNtCI CH OB.26RONABL' MA RHIALS :T SHAT! HAVE SUCK CHARACTERISTICS OF .SIZE AND SPARE 1A7 IT NJ. COM,AC. REAOHUY C04PACT 5. NATIVE TRI BACII MATEPu 5,'ALL CE SORTED Or SI.REEI SU THAT THE MAX,MIM AGGREGATE SHALE 15 ISINChES, 4. PIPE GELDING MATERIA. SUALL GE SANDY CP OTHER CITY APFROVLP EQUAL. NO SLBSTURONS ALL tic A:LOXEG NiHUJI N?+I!IEN AUIH(K:2A11UY FRUM THE G•Y UT TEEM. 5, W4@RE NAME MATERIALS HAVE DEER' DLEMED UNA:COA7AULE BY ATE CITY. TRFNGY Ba FCRtt SHALL MEET THE WSDOT STANDARD SFECIFICAT10N5 FOP raE LOST TYPE BEIN;: SPEC4 M. TYPICAL WATER MAIN TRENCH & BEDDING rtHPHD' - 6-15 DM., ND PUBLIC WORKS DIREC-OR DAIS D-5 DVM CKD DAIS - Es I JEG _ _.. TP 4/2007 .. •• II TOPjVIEW Y IOP RI TOP VIEW i WYE SIDE VIEW • .• �iT�Jz�v'lz`3� , SIDE VIEW SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND \y \ w ) < ,k'��: TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS V 45' - 90' VERTICAL FEND DEPT. OF PUBLIC IAI "Orfs` STANDARD 1. CONCRETE THRUST BLOCKING TO BE DETAIL POURED AGAINST UNDISTURBED EARTH, BLOCKING V 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS.°T�R'L DWG. NO. 3, ANCHOR REBAR SHALL BE 5/8" MINIMUM (A�-+ �j-� 3 DIAMETER. PUB) WORKS DIRECTOR DATE ES I :EG I m FLOW GRAVEL BASE MATERUI. LIST: 12" THICK 1. SERVICE LINE 2. 9P SENO 1. UNION 4. NIPPLE 5. SHUT-OFF VALVE 6. CHECK VALVE (P.S.H.S. APPROVED) T. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT IO.PLOGS IN IEST _OCKS GENERAL NOTES: A. THCROUGHLY FLUSH LINES PRIOR TO IN6iA1.UTION. B. DIAMETER OF ?IPE AND FeTINGS e C. REFER TO DEVELOPMENT GU'DELINES SECTION 6.110 FOR FURTHER INIORMA-ION. 0, UO NOT INSTALL IN AREA SUBJECT TO ROODING. CI 'LAN FRuFI_E 1• .R. TO BUILDING 01 IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER dl`-- DWG. NO. MBLIC 'NORKS DIRECTOR DATE 6-17 DES. OWN, CKD - DALE KR AD TO 4/2007 MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, 5OUT11 NGVD 29 ZONE 4602 TC RTC POINT 838 04)CONCRETE-`) PLASTC l 2 ` OR , GT BOX I ( 1�) L FLOW GRAVEL BASE MATERUI. LIST: 12" THICK 1. SERVICE LINE 2. 9P SENO 1. UNION 4. NIPPLE 5. SHUT-OFF VALVE 6. CHECK VALVE (P.S.H.S. APPROVED) T. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT IO.PLOGS IN IEST _OCKS GENERAL NOTES: A. THCROUGHLY FLUSH LINES PRIOR TO IN6iA1.UTION. B. DIAMETER OF ?IPE AND FeTINGS e C. REFER TO DEVELOPMENT GU'DELINES SECTION 6.110 FOR FURTHER INIORMA-ION. 0, UO NOT INSTALL IN AREA SUBJECT TO ROODING. CI 'LAN FRuFI_E 1• .R. TO BUILDING 01 IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER dl`-- DWG. NO. MBLIC 'NORKS DIRECTOR DATE 6-17 DES. OWN, CKD - DALE KR AD TO 4/2007 MERIDIAN: 0 WASHINGTON STATE PLANE COORDINATE SYSTEM VERTICAL DATUM NAD 83/91, 5OUT11 NGVD 29 ZONE 4602 TC RTC POINT 838 S REPLACE EXISTING PLASTIC CROSSWALK LINES DAMAGED DUE TO INSTALLATION OF SANITARY SEWER UNE o+00 i EXI5TING STOP BAR UNE 5TA 0+64.87. 10.65' LT STA 2+17.06. 4.09 LT BEGIN TAPER 5TA 0+64.64, 10.17 LT BEGIN DOUBLE YELLOW Cl - R= 123.0 TSTA 1+35.79, 4.90' RT SEC. 30, T17N, R2E, W.M. THURSTON COUNTY, WASHINGTON 5TA 1 +55.77, 0.50 LT TYPE 2L PLASTIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 1 STA I +06.13, 2.32' LT TYPE 2L PLASTIC TRAFFIC ARROW PER W5DOT 5TD. PLAN 24.40-01 Z STA 2+84.09, 3.52' LT STA 3+42.76, 0.83' LT O END TAPERI O Q _--__—__—_---_—__---.—_--__—__—__—_--__—__—--- 10 + z +00 4+00 5+00 --- --- ----6+00 -- — -- — — 7 OL ILJ LL- --———--———————--——————————-——————————— — — — — —� �° tu DOUBLE YELLOW CENTERUNE I Q CD 4• SPACING (0-Y?.)WP.) W N Z O�I - -- -------------------------------------- ----------------- ---------------------- (D MATCH EXISTING E Z 5TA 11+94.76, 3.1T LT C NTERU +-- d�---_ — +.-_----------^�- -....----- ,..-. -_... _. --- - N �O QU= �- o�----s+ —to+Ioo—-----------__--. LI+w —--_.—. _.—. — — — _. I e+ - e _ W O --- -- --- --- —= -- --- -- -- -- z uj I_ UO— --— — -- — 5TA I1+93.66 Qco I STA 9+05.32 INSTALL TYPE 3 BARRICADE INSTALL TYPE 3 BARRICADE SEE DETAIL BELOW ILJ I SEE DETAIL BELOW 1 LU 1 XI 12' MAX. O.C. TREATEO 4" X 4" (TYP.)� U 2" . 8" (TYP.) O GROUND LINE--- I' DIA. BREAKAWAY + - DRI FAALLEL PDSTES PARRN PARALLEL %/ sc[Ew s.o4.o.r si0.\�� POST DETPLAN BET AIL BREAKAWAY/� FEATURE. (TYP.) EXISTING SOIL— - OR GRAVEL NOTES: N.T.S. 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE RED AND WHITE STRIPES (SLOPING DOWNWARD, PER THE MUTCD. AT AN ANGLE OF 45' TO CURB). 2. THE ENTIRE AREA OF REO AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE PREDDMINENT COLORS FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. 3, BARRICADE SECTION SHALL EXTEND TO LIMITS OF THE PAVED SURFACE. 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3. SECTION BC -R. 1 PERMANRNT RARRICARR SYEBOL A LANE f. TYPE s5 TRAFFIC ARROW IIMgID NEA T.T3 84FT. TYPE 25R(RIWIT) TRAFFIC ARROW rIeTCR II OF IYPE 281 TWDUDFD!ICAL (aHDYN AT REDIA^813GLq ,.,r srMeoLaIME cgPlEmlrE EWPSE W I Cmv w r epllAlE r -r 7T REL LPSE W 1P -ELLIPSE w Alts Ape TYPE 2BL(IEFI) TRAFFIC ARROW STRIPING NOTE: CONTRACTOR 511ALL DOCUMENT ALL EXISTING STRIPING AND CHANNEUZATION PRIOR TO - - --- ------ - -- -- ---- - - CONSTRUCTION AND RESTORE TO SAME AT COMPLETION OF CONSTRUCTION. NOTE Use es Ama-Mors WM m INS WeR Tor each type Trd k A— ^•�^•• paced m madlA'aYS With A Posoad speed lerk of 40 NO or LlgI T•A• I MID S0.NRE RVWND MEA a a N.e350.FTJ /F.UPSE w 1P -BEI wAXRJ Ap5 TYPE 38L (LEFT) TRAFFIC ARROW 1•�4• �T. o-—.-srMIEfR1GN ABWNE r CENTERU IIMIONO AREA r4.® SQLFF. TYPE 3811 (YOHT) TRAFFIC ARROW MIRROR LAME CF TYPE 3e1, TRAFFIC ARROW (SHOWN AT REDUCED SCALE) ESPIFEs A.L.IL 9 20W ISYi¢ SYMBOL MARIONOS TRAFFIC ARROWS FOR Low SPEED ROADWAYS STANDARD PLAN M-24.40.01 SLEET T OF 2 S1 APPROVED Fm PUBUCAIpN Harold J. Pow o 0631-05 �tlYyai YSN µPRYy�yTrTPvpl� CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION 13Y: DATE: DEVELOPMENT REVIEW ENGINEIR APPROVAL EXFIRFs nw—L, .—'r 0 30 60 SCALE 0 MERIDIAN: WASHINGTON STATE PLANE COORDINATE VERTICAL DATUM SYSTEM NAD 83191, SOUTH NGVD 29 ZONE 4602 TC RTC POINT 838