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20070404 Scanned Redlines 3 021820103 0 N I m 0 O N 0 O 0 I m R a a [V I 0 0 N N GRAPHIC SCALE CREEK ROAD MIXED USE APPROVED FOR CONSTRUCTION 3= 2w w o = w "I o A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. BY. DEVELOPMENT REVIEW ENGINEER LIE, Ho 3 ( IN I�EF) CITY OF YELM, THURSTON COUNTY, WASHINGTON w 1 inch = 60 ft ` 0 li COVER SHEET APPROVAL EXPIRES: w W CURRENT OWNER UTILITIES _ �' s g YELM CREEK BLDG.S, LLC. WATER: CITY OF YELM a< dL ' 240 STADIUM WAY SOUTH SEWER: CITY OF YELM J I I - - - - - - - - - - - _ _ N TACOMA, WA 98402 POWER: PSE - BLDG. x--200' (TYP, N °r/ (253) 428 -0800 GAS: PSE BLDG. BLDG. BLDG. PALNSE AVE. S.E. w 5 I D D I H G SHORELINE \ L \ L PARCEL & ADDRESS" BUFFER LINE S.E. 64303400501 AND .,.. \ ��. PRIZM SURVEYING 6430340040 , 110TH AVE S.E., - • ,,PROP. 20' A S+ P.O. BOX 110700 64303400502 S C \ 'EASEMENT OO BAI GRANTED Vw TACOMA, WA 98411 YELM, W CREEK ST SE j I - ACCESS WAY E \ O \ 253 404 -0983 I J D 0 a C- ]----- - - - -�_ - - - - - -- �V� NOT TO SCALE z ' I'. - - - - -� - - - - - -- - BASIS OF THE NORTHWEST VICINITY MAP `y WETLAND \ QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY lP SOUNDAR \ PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM '� £ I i BLDG. I i� 1 LINE \ LEGAL DESCRIPTION SOUTH ZONE (NAD 83/91) O LOT 4, BLOCK 34 OF MCKENNA IRRIGATED EXISTING LEGEND PROPOSED N TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; I I N fR' i FOUND SECTION CORNER z IN THURSTON COUNTY, WASHINGTON. -: BLDG - ° 3 1 I YEAR OX. 100 LAIN - (TYPJ'�i, \\ LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED ED FOUND MONUMENT CORNER BLDG. \ �� I LINE _ \ 50 TRACTS AS RECORDED IN VOLUME 9 OF BLDG BLDG I 1� EDGE OF WATER PLATS, PAGE 43; EXCEPTING THEREFROM THE ® FOUND IRON PIPE z B C I I 8/20/07 3 THE CALCULATED MONUMENT I "- -• I I SOUTH 180 FEET FOR SECONDARY ATE I �I HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT > LIGHT o - i PORTION CONVEYED TO STATE OF WASHINGTON v I - STORM CULVERT I _ BY DEED RECORDED APRIL 15, 1985 UNDER G c & c c ! , - AUDITOR'S FILE NO. 8504150149; ' I ® IRRIGATION CONTROL VALVE = C 0 / 200' (TYP. - I I - ACCESS WAY F UTILITY POLE o i / � IN THURSTON COUNTY, WASHINGTON. z STATISTICAL INFO o- 3 .. .: WETLLIND 1 RMATION E- STREET LIGHT LINE GUY ANCHOR _ BUFFER NEC/ II - � I ZONING: COMMERCIAL ZONE (C -1) � TELEPHONE RISER ACCESS WAY A o ": OFFICE P00 1 SITE AREA (NET): 716 UNITS/ACRE S.F. RE (6 % OF N I I I DENSITY ALLOWED: 16 UNITS /ACRE (60X OF NET AREA ALLOWED AS RESIDENTIAL) � COTTONWOOD TREE BLDG I DENSITY PROVIDED:15.9 UNITS PER ACRE (164 UNITS TOTAL) CHERRY TREE NUMBER OF STORIES (RESIDENTIAL): 3 14 BUILDING HEIGHT (RESIDENTIAL) 40 -FOOT MAX.: D4 WATER VALVE PARKING REQUIRED (RESIDENTIAL): 2 STALLS PER UNIT (328 STALLS) WATER FIRE HYDRANT (FH) Ak I I w PARKING PROVIDED (RESIDENTIAL): 2.02 STALLS PER UNIT (331 TOTAL) ry RE DEPARTMENT CONNECTION 1 8 4J,0S 4JD ,8J } SHORELINE AREA NOTE E q� I COMMERCIAL BUILDING AREAS: 45,540 TOTAL SQUARE FEET BETWEEN FIVE BUILDINGS DOUBLE DETECTOR CHECK VALVE ASSEMBLY r�ri �1r1 SHORELINE JURISTIC11ONAL AREA: 67,618 S.F. (1.55 ACRES) PARKING REQUIRED (COMMERCIAL): AVERAGE OF 1 STALL PER 250 SQ.FT. OF THE GFA I r�'��� \, >'t`JJ<J °�J1JSrSJJ 182 STALLS FORCE LINE ELBOW I I DENSITY ALLOWED: 2UNITS /ACRE ( ) NUMBER OF UNITS ALLOWED: 3 PARKING PROVIDED (COMMERICAL):1 STALL PF R 244 SQ. FT. OF THE GFA (187 TOTAL ;ir d MAIL BOX q '0. Hoz i I I NUMBER OF UNITS PROVIDED: 3 STALLS) I © CABLE RISER I I I m SHEET INDEX SITE COVERAGE: APPROXIMATELY 55% OR 412.685 SQ. FT. (INCLUDES EXISTING HOSE BIB I ti z I C1 COVER SHEET DEVELOPMENT) i I C2 DWENSKMSNO A HORIZONTAL CONTROL PLAN SOIL LOG CS TEMPORARY EROSION A SEDIMENTATION CONTROL PLAN HE EXAMINER CONDITIONS OF APPROVAL 0 GAS VALVE gyp` .,(➢ if MP tare Yu I C4 TEMPORARY EROSION A SEDSIENTATION CONTROL PLAN NOTES III DETAILS 1. THE HEARING EXAMINER HAS JURISDICTION TO CONSIDER MID DECIDE THE ISSUES PRESENTED BY THIS ❑ STORM DRAIN CATCH BASIN (CB) 10 Is C8 OVERALL GRADING AND DRAINAGE PLAN REQUEST. STORM DRAIN MANHOLE (SDMH) Q 1n - - -- - I / I THE APPLICANT HAS SHOWN THAT THE REQUEST FOR SITE PLAN REVIEW APPROVAL AND A SHORELINE - -- / CO OVERALL GRADING AND DRAINAGE PLAN SUBSTANTIAL DEVELOPMENT PERMIT SATISFIES ALL CRITERIA SET FORTH IN THE YMC AND OTHER ADOPTED SANITARY SEWER MANHOLE (SSMH) - S- - - - -. S- ,- - - - S -- - -� �--- STANDARDS AND THEREFORE SHOULD BE APPROVED SUBJECT TO THE FOLLOWING OCNDITIONS: rQ j Ass, - - - - S S _ _ _ _ _ C7 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY A 1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NONSIGNRIICANCE ARE HEREBY REFERENCED AND O SANITARY SEWER CLEANOUT (SSCO) • I ' CB ROAD, ARE CNSIDERm COM011ION5 OF THIS APPROVAL S E STORY, AND EATERIES PLAN APROFILE - ACCESS WAY A I NO STRUCTURES SHALL M CONSTRUCTED WITHIN THE 100 YEAR F7O0DPLAIN AS SHOWN N THE FFMA SIGN CSI ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAYS I TH FLOOD E APPLICANT LICANT SHALL MITIGATE TRANSPORTTAATION IMPACTS BASED N THE NEW P.M. PEAK HOUR TRIPS ® WATER METER 0 �� - - -- -\ CIO ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY C GENERA10 BY THIS PROJECT. THE TRANSPORTATION FACILITY CHARGE (11"OD IS 81,276 PER NEW P.M. FILL SPECIFICATIONS C11 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY D ISSUANCE. ' ��A1ED BY TIE PROECL ACTUAL COSTS SHALL 9E DETERMINED AT BUILDING PERMT _ y - BARBED WIRE FENCE SOUND ENGINEERING, INC. CU ROAD STORK AND UTLITIES PLAN A PROFILE - ACCESS WAY E 4. STREET FRONTAGE IMPROVEMENTS SHALL BE REWIRED ON GREEK ROAD NE AND SHALL BE CONSISTENT STOCKADE FENCE CIVIL ENGINEERS - LAND PLANNERS FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR SOILS REPORT NOTES ' WITH THE CITY OF YELMS DEVELOPMENT GUIDELINE& WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. C18 ROAD STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY E 5. THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN - -- o- - -- CHAINLINK FENCE 1102 COMMERCE ST., SUITE 300 THE FOLLOWING) SOILS REPORT NOTES FOR THE SITE ' EASEMENT BENEFITING THE CITY OF YELM FOR CREEK MIGRATION. TACOMA, WA 88402 SHALL BE CONSIDERED PART OF THESE C114 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY F 6. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER BIDDER DESIGNED FENCE -�-- PHONE: (253) 573 - 9010- FAX:(253) 573.0142 OF UNITS WHICH WILL FALL TRENCH NOTE CONSTRUCTION DOCUMENTS: C15 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY F EXCEED TWO DWELLINGS PER ACRE. AREA ID ENSURE DENSITIES IN THIS ENVIRONMENT DO NOT _ST _ STORM DRAIN MAIN LINE -SD- www.wundoginc.com- mund0s undengincmm 7. A MINIMUM OF 10 PERCENT OF THE GROSS AREA OF A MULTI- FAMILY DEVELOPMENT SHALL. BE DEDICATED IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT BOIL INVESTIGATION PERFORMED CIO ROAD, STORM, AND UTLITIES PLAN A PROFILE - CREEK STREET AS USABLE OPEN SPACE STORM DRAIN ROOF LINE -RD- REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE G80RESOURCES, LLC. C17 CREEK STREET CHANNELIZATNIN PLAN B. THE APPLICANT WALL BE REQUIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY OF YELM TO ACCESS - - S- - SANITARY SEWER FORCE MAIN FM PROJECT: RESPONSIBLE FOR WORKER SAFETY AND SO ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE 5007 PACIFIC HWY. E. STE. 201 THE SHORELINE AREA FOR ANY CITY OR STATE SPONSORED PROJECTS THAT MIGHT RESULT IN CREEK AND CREEK ROAD REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. FIFE, WA 98424 CIO WATER PLAN FLOOD PROTECTION ENHANCEMENT. ANY DISPUTES MAY BE RMIMED TO THE EXAMINER IN WRITING FOR SANITARY SEWER GRAVITY LINE SS- RESOLUTION. MIXED USE (253) 896 -1011 CIO S.T.E.P. SEWER PLAN 9. THE PROPOSED SITE SHALL CONNECT TO THE CJTYS WATER SYSTEM. THE CONNECTION FEE AND METER - -W- - WATER MAIN LINE -W UTILITY NOTE REPORT: DATED AUGUST 29, 2007 FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE ALL CONDITIONS FOR CROSS GAS LINE AND ALL SUBSEQUENT ADDENDUMS. CZiI STORM DRAINAGE CONNECTION CONTROL AS REQUIRED IN SECTION 246 - 290 -490 WAC SHALL BE MET PRIOR TO ISSUANCE -G CLIENT: LOCATIONS OF SAID UTILITY CT SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT C21 ACCESS WAY NOTES AND DETAILS OF CERIIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE OF WATER USAGE WILL BE REQUIRED AS _ _ PROPERTYLINE - TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING 1. IT SHALL BE•: THE RESPONSIBILITY OF THE CONTRACTOR PART OF THE CIVIL PLAN SUBWSSON. YELM CREEK BLDG.S LLC, UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND TO ENSURE THAT ALL PROVISIONS OF THE SOILS C22 ACCESS WAY CROSS SECTIONS AND DETAILS 10. THE PROPOSED SITE SHALL CONNECT TO THE CITYS STEP SEWER SERVICE. THE CONNECTION FEE WALL BE - - - - - - - - - - EASEMENT LINE - - - - - - - - - - VERIICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWING 1- 800 - 424 -5555 AND THEN POT HOLING ALL REPORT FOR THE SITE BE OBSERVED AND COMPLIED BASED ON WATER USAGE CALCULATIONS AND ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE _ - 240 STADIUM WAY SOUTH OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. WITH DURING ALL PHASES OF THE SITE PREPARATION, C2$ STORM DRAINAGE NOTES AND DETAILS 11. ANY EXISTING WELLS AND LATE A SEWAGE DISPOSAL SYSTEMS SNAIL LA ABANDONED PURSUANT lD ROAD CENTERLINE TACO253) 4 98402 THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING C24 WATER QUALITY NOTES AND DETAILS APPLICABLE WASHINGTON STATE AND S HAVE IN BEEN HEALTH REAM APPRO EVIDENCE THAT ALL TEL: (263) 428 -0800 FAX: (253) 428.8172 WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED TIN AN APPILOYID MANNER IS REQUIRED - - - - - - - - - - WETLAND BOUNDARY EMAIL FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSTRUCTION. C28 WATER SYSTEM NOTES AND DETAILS PRIOR TO APPROVAL OF CIVIL ENGWEERING PUNS CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUND ENGINEERING 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT 12. THE CIVIL ENGINEERING PUNS SHALL INCLUDE PLANS FOR THE COLLECTION. TREATMENT, AND INFILTRATION WETLAND BUFFER C28 WATER SYSTEM NOTES AND DETAILS OF STNMWA10 IN ACCORDANCE TWIN THE 1992 DOE STROMWATCR MANUAL, AS ADOPTED BY THE Cltt ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. WITH INFORMATION SHOWN ELSEWHERE ON THESE OF YELM. BEST MANAGEMENT PRACTICES (IMP'S) ARE REQUIRED CURING CONSTRUCTION. A 10 -FOOT FLOODPWN LINE PROJECT ENGINEER: JEREMY HAUG DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, C27 S.T.E.P. SEWER NOTES AND DETAILS SETBACK FROM ALL PROPERTY UNES AND EASEMENTS ARE REQUIRED FOR STORMWATER FACILITIES - . . - SHORELINE BUFFER E -MAIL: JHAUG @SOUNDENGINC.COM SHALL BE DROUGHT TO THE ATTENTION OF THE SOILS 13. PARKING SHALL PROVIDED IN ACCORDANCE WITH THE CITY OF YEUM DEVELOPMENT QUIDEUNE STANDARDS EASEMENT NOTE ENGINEER. A REPRESENTATIVE FOR THE SOILS 027.1 S.T.E.P. SEWER NOTES AND DETAILS BASED N THE PROPOSED 164 NITS, APPROXIMATELY 328 PARKING STALLS ARE REQUIRED. FOR THE - - 76 ENGINEER SHALL BE AVAILABLE TO OBSERVE AND C28 S.T.E.P. SEWER NOTES AND DETAILS PROPOSED 45,540 SNARE FEET OF RETAIL/COMMERCIAL DEVELOPMENT, APPROXIMATELY 183 PARKING CONTOUR LINE A BLANKET EASEMENT PALL INCORPORATE ALL ACCESS TO UTILITES OF SITE. EASEMENT WILL BE APPROVE 711E SPACES WOULD BE REWIRED. DRAWN: I HAUG RECORDED PRIOR TO FINALIZATION OF PROJECT. C29 CHANNELIZATION NOTES AND DETAILS 14. REFUSE COLIECTKN AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED N SITE AND ROCKERY BY 3. EARTHWORK OPERATIONS AND TO VERIFY FIELD DEPOSITED BETWEEN COLLECTIONS WHEN SERVICE AREAS ARE VISIBLE FROM THE SIDEWALK OR ADJACENT CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER TS1 TOPOGRAPHIC SURVEY PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCREENING WALL AND LANDSCAPING. DEPOSITED CONCRETE QR: JFH 7.21.08 TOPOGRAPHIC NOTE SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE TTCP TEMPORARY TRAFFIC CONTROL PLAN REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE SCREENING SHALL BE OF A WORK WAS PERFORMED TO THE SATISFACTION OF THE MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARNIFECTMRAL THEME OF THE ASSOCIATED BY DATE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE CONTAINER AND MUST B EAT LAST SIX -FEET ENGINEER. ITHE CONTRACTOR SHALL MAKE ALL IN HEIGHT. THE LOCATION AND ACCESS TO ALL REFUSE END -MIRES SHALL BE APPROVED IN WRITING, ASPHALT PAVING PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY PRTZY SORV6YING. (SEE SHEET PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED EARTHWORK QUANTITIES BY LEMAY, INC., PRIOR TO CIVIL PLAN APPROVAL IS FOR TOPOGRAPHIC SURVEY SHEET) MILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SO WITHIN 15. FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED � GRAVEL SCALE: I " =60' CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT 4. SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE EARTHWORK QUANTITY CALCULATION IS TO FINISHED GROUND SURFACE AS SHOWN HERE BY CONTOURS: OT' THE CITY OF YE1M, AND MAY INCLUDE FRCS FIRE HYDRANTS, AND/OR FIRE LANES. FIRE IMPACT FEE DATE: 7.30.08 INFORMATION OR FOR ANY ERRORS OR OMISSIONS YMICH MAY HAVE BEEN INCORPORATED INTO OBSERVATIGN OF THE FOLLOWING BY A SOILS PURSUANT TO SECTION 15.40.020(BX6) YMC IS ESTABLISHED AT A RATE OF 80.32 PER SQUARE FOOT OF OEVROPMENT ALL NEW DEVELOPMENT IN THE CITY OF YELM. HOSE BIB P PROJECT #: 07118.10 THESE DRAWINGS AS A RESULT. ENGINEER: PLACEMENT OF STRUCTURAL FILL MATERIAL EARTHWORK 16. THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHIN ARE CARSON BOX H BENEATH BUILDINGS AND PAVEMENT. SUBGRADE CUT = 3,799 CY ONSIST04T WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REQUIRED LANDSCAPING: ELEVATION DATUM FLOOD PLAIN NOTE PREPARATION OF BUILDING. FILL = 5,293 CY a ALL REWIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK SHEET NAME: OF GRASS. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO NET FILL = 1.494 CY 6. ITYPEE ICI LANDSCAPING IS REWIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER NAVD 88 THE 100 YEAR FLOOD ELEVATION WAS SOILS INSPDCTIONS WITHIN BID PROPOSAL OF THE SITE TYPE II LANDSCAPING IS NOT REWMCED N THE EAST PROPERTY LINE COVER SHEET APPROXIMATED PER THURSTON 6. THE CONTRACTOR SHALL HAVE INFILTRATION TESTING THE ACTUAL QUANTTES OF CUT OR FILL MAY VARY BY THE FOLLOWING FACTORS. WHICH FALLS WITHIN THE SHORELINE JURISDICnN AREA THE SHORELINE JURISDICTION (NAVD 88 - 3.42' = NGVD 29) COUNTY AND FEMA MAPPING. PERFORMED AT TIME OF SYSTEM EXCAVATION, BUT AREA IS TO REMAIN IN ITS NATURAL STATE ME FIVE THURSTON COUNTY PUBLISHED BENCHMARK p 784A PRIOR TO DACKFlWNG TO ENSURE INFILTRATION RATE 1. DEPTH OF VEGETATION WITHIN THE COVERED AREAS. d. TYPE IV LANDSCAPING IS IINTEENIDED TOPROVIDE FRONTAGE OF CREFK AND SHADE IN I ��g��y g CALL 48 HOURS FIVE CORNERS. YELM AVE. BALD HILL ROAD &CREEK IS WITHIN DESIGN PARAMETERS. CONTRACTOR SHALL 2. SHRINK /SWELL FACTORS OF EXISTING SOILS. AREA STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ NOTIFY PROJECT ENGINEER IMMEDIATLY FOR POSSIBLE 3. ACTUAL VARIANCE IN TOPSOIL DEPTHS THROUGHOUT SITE. e. TYPE V LANDSCAPING IS REQUIRED FOR ABOVE GROOUND STOLMWATER FACILITIES. -I 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. L A FINAL DETAILED LANDSCAPE PLAN IS REWIRED AS PART OF CIVIL PLAN REM AND Ii'iHi T ;; P0111 D BEFORE YOU DIG 1 FROM CENTER OF BALD HILL RD. DESIGN CHANGES. 4, SUBBASE FILL METERIALS FOR PARKING AREA AND BUILDINGS APPROVAL J� ELEVATION = 359.66 17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM. BY- ----------------- - 1 -800- 424 -5555 QUANTITIES ARE FOR PERMIT PROCESS ONLY. CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. SHEET 1 OF 31 1ROSIMMITTAL IAN 1 p 20M c FOUND 3' SURFACE BRASSIE IN CONC., MONUMENT NO. GPS2 NORTHWEST CORNER SEC. 29 12/5/06 / N 592133.310 � E 1118379.793 I I tl u IN CURB I 0 PROPOSED 15' ROW DEDIC I I 5 $ g I I I I I I It I I I N I I iI I I I � I I I I I GRAPHIC SCALE w s Is x eg Izs ( IN FEET ) 1 Inch = 80 & 7�� -- �— -- -- I 15' BSBI i ROADWAY INTERSECTION I �1tu-.5 T i iS88'02'49'E z I —i 81.49'. 5 '1r IT EASTING 40' UTILITY EASEM NT I PER A.F.N. 3078377 I - ' I w PROP 10' UTIU EASEMENT PER 1 OF YELM STAND _ z I I I w. g' I y � ; I I m i n8 co (TV.) I7 15' ELECTRICAL EASEMEN I I� PER A.F.N. 804930 _ ROADWAY INTERSECTION I 16'I(TYP.) STA 2 +41.18 CREEK S STA 30+31.50 (ROAD E) STA 50 +50 (ROAD A) I PRECAST CONC. MONU T I SEE DETAIL (TYP.) I I I I I I It I I I N I I iI I I I � I I I I I GRAPHIC SCALE w s Is x eg Izs ( IN FEET ) 1 Inch = 80 & 7�� -- �— -- -- I I i ROADWAY INTERSECTION STA 14+38.39 ROAD B TRASH ENCLOSURE i iS88'02'49'E I —i 81.49'. 23 '1r I - ' R =25• co (TV.) ROADWAY INTERSECTION I� STA 23 +44.44 ROAD C I 16'I(TYP.) STA 30+31.50 (ROAD E) _. r� COMMERCIAL t-- BUILDING #1 .: 1414 !.-2 ►I I $ •. -_ SIDEW 4 -_. -_. _.._.. C2 R 3' TYP. i 60' I (y j 1 m 0 I �. . 6Q' I Q . a SID A"` COMMERCIAL 35 1BUILDING I #2 i 3 I C2 I I 9 I I � I $+ �- 26 ROADWAY INTERSECTION ' C) ° STA 20 +91.44 (ROAD STA 40 +31.50 (ROAD F) • , I • pE ca1E N1m`1 WAY .INTERSECT( CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON DIMENSIONING & HORIZONTAL CONTROL PLAN - - S 887349' E 10'BSBL(TYP.) -- -- -- -- — -- - -- IV 1--- n 1 BLDG, I I-`1 I I--1 --I 11' APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: (976.86' PLAT) — — — — — — 976.67' CALC_ t0' I`- I I I H. I F] -110 I-- G Elm r _ sons lm on 1 ► 11 11 � • �•/a 1 •m 1. i .may) 1' e 1 —• , 1 , Zi 1' _ .1 - 1 ' I ■ 4 -: op" 01 I i � • 1 1 I c 11 11 ! rill' �• �. = STA 52 +74.96 (ROAD A ) - g ' STA 20 +21.84 (ROAD B - • ' �1 +00 �588'23'S1'E 89 '1,! 52 +OOS8873'51'E x 90 ' 3' S3+Op lYR 24' ; 81.501 RODWAY INTERSECTION- A-- A 51 +31.50 ROAD. A 331.91 A —I— — — — _ — 1 _ _ 609.85' CALC. N 8873$1' W IV ELECTRICAL EASEMENT i38� 21' � (610.13' PER R.O.S. 3595810) r VC?2PER A.F.N.3078377 I I I i 6o D a °Tj f I� Zi I I I I ' IN 589484.033 E 1118289.358 i i FOUND 3' SURFACE BRASSIE IN CONC., MONUMENT NO. 788 WEST QUARTER CORNER + 12/5/06 J 7 ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK j' 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 ��1�1 LqO� %y� ROADWAY INTEF 5.7 3 19.7 S p01�1 b STA 25+91.78 o�z8.05 SB876'14'E 5°s1S yo STA 45+39.48 55 +FUTURE CONNECTON IN' QTON _ . =36 8� R p•02 -53' 37.21' R' STA 57 +82.86, STA 55 +70.58 ROAD A �_ — 56 +00 Ton x18.1 03¢30.0 0 157�}OD _ A_30j0 p0 4 I L4 7 R 11' 1112.25' PLA 1112.03' CALC. N 88'23'51' W 10' BSBL I II GATE W/ 'KNOX BOX' BOX LOCATION TO BE I I COORDINATED W/ THE CITY OF YELM FIRE MARSHALL PROP 15' WATER ---I EASEMENT I I I I I I I I I I — 5----- 5 - - - -L 106TH AVE SW - / I f w N 8 z E� zz o a mil W a' aJ � 0 a � c z w V z r L1 7v /33/ v SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - PA%$253) 5730142 www.mundengln< , sound @mundeoginumm PROJECT: CREEK ROAD MIXED USE r (ROAD F) OFFICE CLIENT: 57+ U5 BLDG ' YELM CREEK BLDG.S L-C, 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428-0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG 200' SHORELINE BUFFER t E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: jFH 072108 BY DATE SCALE: 1 " =30' \DATE: 07.30.08 PROJECT N'. 07118.10 SHEET NAME: DIMENSIONING & HOR. CONTROL PLAN CALL 48 HOURS �� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 2 OF 31 app SUBVITTAL JAN 12 2010 I rl 0 0 N CIT 0 GRAPHIC SCALE 40 0 w a w ( IN FEET > 1 inch = 40 fL I _ ST -I II I �I Iv I I I \\ I � \ -'- 349 r 49 - 350- -- 15 IP01 rw 1 I iI SD I s I CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF YELM, THURSTON COUNTY, WASHINGTON TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM SEPTIC SEWER NOTE FUEL TANK NOTE EROSION CONTROL LEGEND NAVO B8 ALL EXISTING SEPTIC TANKS AND DRAINFIELDS SHALL E LOCATED EXISTING FUEL TANK SHALL BE ABANDONED PER DEPT. OF - X- X- O SILT FABRIC FENCE, SEE DETAIL C4 (NAVD 88 - 3.42' = NGVD 29) PRIOR TO COMMENCING OF CLEARING AND GRADING OPERATIONS ECOLOGY STANDARDS AND GUIDELINES. THURSTON COUNTY PUBLISHED BENCHMARK 1784A ALL EXISTING SYSTEMS SHALL BE DECOMMISSIONED AND REMOVED FIVE CORNERS. YELM AVE BALD HILL ROAD & CREEK STREET. PER CURRENT CITY OF YELM, THURSTON COUNTY HEALTH . . . . . . ® CLEARING AND GRADING LIMITS POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ T) FROM S.E. DEPARTMENT, AND DEPT. OF ECOLOGY STANDARDS AND GUIDELINES. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF DEMOLISH AND REMOVE EXISTING STRUCTURES, ELEVATION RD. 359.66 CATCH BASIN FILTER NOTE TEMPORARY SEDIMENT POND BUFFER SHORELINE O DEMOUTIONG O DISPOSE AND REMOVAL MATERIALS ATANAPPROVED CITY CATCH BASIN FILTERS ARE TO BE INSTALLED ON PROPOSED CATCH BOTTOM EL = 338.73 OF YELM DUMP SITE CONTRACTOR SHALL ALSO OBTAIN ALL BASINS AS THEY ARE CONSTRUCTED. THESE FILTERS SHALL BE SPILLWAY EL = 344.73 BERM SWALE AS NEEDED TO NECESSARY PERMITS PRIOR TO DEMOLITION AND REMOVAL REMOVED WHEN THE SITE IS STABILIZED. SEE DETAIL BERM EL = 345.73 DIVERT DRAINAGE AWAY FROM �q SEE DETAIL 1 NORTHERN PARCEL -O °- ® CONSTRUCTION FENCE, SEE DETAIL C4 e 10' SETBACK FROM DESIGN SURFACE 2 ELEVATION TO PROPERTY LINE \ - ---- �- O TEMPORARY INTERCEPTOR DITCH, SEE DETAIL e 346 2:1 MAX SLOPE 6' WADE \- SPILLWAY ROCK CHECK DAM, SEE DETAIL 4 LILL LLLLLL \ LLLL 3a ( \\ I m I 413a 434 SAWCUT LINE (MIN. 1.5' FROM EDGE OF EXST. PVMT.) V A\ 11 TEMPORARY - \ DRAINAGE DITCH II 34at� r II ® RIP RAP PAD, SEE DETAIL C4 0.5% SLOPE 4344 7 I FF 1 I \ \ \ PRESERVE AND I� I \\ 7 "''� \ \ M FF PROTECT EXISTING POWER POLES I /I III I EXISTING WELL TO BE 347.58 7.D9 344.73 CDi \ \ 'T 1 � \ ABANDONED ACCORDING a 346• 30019 \ 1 7 I I TO CURRENT CITY OF - -LLLL L- _ A ` A 345.59 A 1 ':LU • • . • . • �1.LL g 345.09 �s q YELM, THURSTON COUN Lu -u_� LL L / \ - , (LLLLLL 1 LLL S / LLLI'LL I/ II I I HEALTH DEPARTMENT, LLLLLLLLL�"L�- \-LLL TEMPORARY li I AND WASHINGTON STA �'° LLL�__LL: LLLLL DRAINAGE DITCH \\ 347 I 1 j 348 DOH STANDARDS. P _ - LLLLLLL' 0.5% SLOPE 1 I TEMPORARY DRAT GE DITCH \ / \3y- I DRAINAGE DITCH 1.0% PE ° �-4 0.5X SLOPE 1V / 1 FF 1 1 'I I CAUT ON! \ o PROPOSE INFILTRATION SW I v YSTEM ONSITE POWER P LES AND 348.49 ONCE EXCA TED, NO HEAVY 345.53 1 \ 1 yti I I P I I I ONES TO BE R OVE ALLOWED AND /OR RELOCATED. WIAS LL E D EXTREME 349.48 COORDINATE P. .1 M SO COMPACT THE SUBGRADE AND &L \ \ 100 YEAR, \\ I I = 1 SEED FLOOD PLAIN \ co BOUNDAR PER A.F.N. 30783 7 ' - - - -- .- -. -- - ! - _ KIEL CONTOURS SHOWN EXISTING 40' U I EASEMENT iI _' _- - -- �\ - -.. RE ARE BASED OFF FINISH C NS UCT INTERCEPTOR DITCHES WITH ( c7 1 \ I +p _ L NSI PO R POLES AND GRADE ELEVATIONS. R CK ECK DAMS TO DIRECT STORMWAjER /� �' 345.97 I \ LL TT LIN TO B REMOVED N TO THE TEMPORARY SEDIMENT 1 I \ 1 EXISTING WATER I I ?I I RE LLB E�_Lt. \� \ P NO ADJUST INTERCEPTOR DITCHES METER TO BE { ILL E/] -Lt \ AND /OR R0.0CATED. \ ADI G PROCEEDS AND SITE CONDITIONSS ABANDONED L`L c_LL' [L� C00 bl(JATE'W1TH P.S.E. - I D CTA / l 349.87 © L' \ 1 L .L'�i LL I \ 348 \ d I N \ WM I i t ILL ILL D IMAGE DITCH \ I q 1 t 't ,LL' V /V A III I ca INSTA -LLL TION 3118.62 .5% SLOPE \\ 1 50' WETLAND E4TR CE. LOCATION MA I 1 \ 348.12 347.62 347.12 v� \ / \ _ BUFFER BE ADJUSTED DURING- -I A� 346.36 / PRESERVE AND B s w o � g o 8 a� a N O z Q elf cn z a a 0 Ia I P/a3 /27 SEI CONSTRUCTION AS NEEDE . \ �� --��D \ / PROTECT EwsTIN - i� ,,. SEE DETAIL (TYp.) 1 J \ ,' � 1 \ / ., SOUND ENGINEERING, INC. POWER POLES I �� C \\ \ / A� / CIVIL ENGINEERS - LAND PLANNERS 15' ELECTRICAL 50' WETLAND 1 1102 COMMERCE ST., SUITE 300 EASEMENT z ---34y �`- ---_- as a /' I BUFFER \V I rACOMA,wA98402 PER A.F.N. ;I'S \ ° \ s C - YY I PHONE: (033) 573 -0040 FA%:(753) 5730141 804930® I 34a8 \ Lj ' 1 11 I \ wwwsouneenginccom,wune ®soundenginc.cem v II I D S z v m / SD i�y100 YEAR / PROIECF'. � SD SD- a Sp I 200' SHORELINE I /, I0.0OD PLAIN \ --'`\ SD SD SD SD SD \ BUFFER JI (BOUNDARY \ MIXED USE rr._ - ==1 =___- j = -- -- _ - �� � 1 \ MIXED USE o ° - ° \ s CF Da a 10' ELECTRICAL EASEMENT �� CLIENT: PER A.F.N.3078377 PRESERVE AND i \ ° \ > o i PROTECT EXISTING PRESERVE AND ,r& 350 1 ._ POWER POLE PROTECT EXISTING ' \ I 1 PRESERVE AND CAUTION! POWER Pou: 346 _ \ \ I �, YELM CREEK BLDG.S LLC. I I i PROTECT OVERHEAD POWER LINES. l l i TYPE 1 RIP -RAP, 1' THIG(, 240 STADIUM WAY SOUTH USE EXTREME CAUTION. 1 1 SE RIP -RAP NOTES ON C4 TOP BERM ELEV =345.73 TACOMA,WA 98402 TEL (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: 1 1 VA VAS VAA VAA VA /A/ / �%' .SPILLWAY CREST = 344.73 \ I I 354 II 1 I I I I I I I � SPILLWAY BOTTOM= E-MAIL: DESIGN SURFACE ELEV =344.73 p I �5 ROWS II III / I I 1 1 FILTER FABRIC FENCE AT .-6' MIN \ VAVA /�� / /A/Ai�AA��� /�� /� DRAWN: ].HAUG BY I APPROX. 2 3 OF POND LENGTH CREST OF SPILLWAY SEE DETAIL 7, SHEET C4 SEE DETAIL 2, THIS SHEET \ \. QR: JAH 071808 1 \ I I SURFACE AREA ELEV. = 345.73 FILTER FABRIC FENCE BY DATE i 2• SETTLING ZONE PRINCIPAL SPILLWAY \ I I 1 -// 4,828 SF @ _ ELEV. = 344.73 SEE DETAIL 7, SHEET C4 FF \ ELEV. 343.73 NOT TO SCALE SCALE: V =30' DATE: 07.30.08 / � / / / / \✓ / / / PROTECT #: 07118.10 wv \ I �/ // ELEV. = 341.73 \A� /� \�� NOTES( SHEET NAME: - - - - - - - _ �„- - _ I \ t . / / / \ \ / / \ \ / / \ \ / / \\ / / \ \ / / 1. SEDIMENT SHALL BE REMOVED ---- -# D4 M �- �'K - - - - - - _ - - - js_ ---- - - - - -- 1 / \ \ / / \\ \\ \\ \\ \\ \\ \BOTTOM OF POND, \\ \\ \\ \ \ / \ \ / \ \ / \ \ / \ \� EMBANKMENT COMPACTED FROM THE POND WHEN IT TESC PLAN �`�- ---- T--� '"5 \ / / \ / /A / /A / /A / / \ / / \ / /A, ELEV. = 336.73 /A /A /A /A /A /A /A - -T to / \i -- 350 _ ' \ / \ / \ / \ / \ / \ / \ /�. /� / / \ / / \ / / \ / / \ / / \ / / \ \// SUCHPARVIOUS MATERIALS REACHES 1' IN DEPTH. 11 I S_ _ _ - - S- - _ S- _ --.- -- '' ' -- - -,� I \ \ A A / WIDTH VARIES -SEE PLAA \ /AA SAND �HAIl NOT BE USEDN b----- -•_ - -- S - - - - t- J / / ./ c 2. EMBANKMENTS OR SLOPES \, - - - - -s S_____ III CALL 48 HOURS W- _ _ , W _ _ _ _ W � � S - - - _ SHALL BE REPAIRED. _ - -W -N _ _ _ _ _ _W W_ TEMPORARY SEDIMENT POND BEFORE YOU DIG C3 - = -" - -- - - - --�-�- . -. - -- - �_ - ZJ �_- _ NOT TO SCALE - - - - -- - - -- 1 ------ c------ o_ -o -�- } -- - 1- 800 - 424 -5555 1--- - - _______________________ _ _352 �" 1 I \ �' SHEET OF 31 30 SUL011IRL JAN 12 Lulu 3 v U rn 0 I M 0 I I m p N a I 0 s N C CI 'J STANDARD EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTIUTIES, ETC.). 2. THE IMPLEMENTATIONS OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESES ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENT AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACIUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. HYDROSEEDING NOTE 1. HYDROSEEDING SHALL BE APPLIED TO SLOPES INDICATED OR AS NEEDED. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. 2. HYDROSEEDED AREAS SHALL BE MULCHED PER CITY OF YELM STANDARDS. 3. HYDROSEEDING TO BE THE FOLLOWING MIXTURE OR EQUIVALENT TO PROVIDE RAPID GROWTH: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE REDTOP (AGROSTIS ALBA) 10% 92% 90% ANNUAL RYE (LODUM MULTIFLORUM) 40% 98% 90% CHEWING FESCUE 40% 97% 80% FESTUCA RUBR COMMUTATA) JAMESTOWN BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVER (1RIFOLIUM REPENS) 10% 96% 90% 4. APPLICATION TO BE 100 LEIS /ACRE. 5. 500 LBS /ACRE 10 -20 -20 FERTILIZER, 2000 LEIS /ACRE MULCH AND 40 LBS /ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 6. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 7. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (EG., GEOTEXDLES, JUTE MAT, CLEAR PLASTIC COVERING). CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN NOTES & DETAILS ADAPTOR SKIRT RETREVAL STRIP N 000000000 �O� 2'x 2'z 6' 83 000000000 STAKE AT 4 0 0 0 0 0 0 0 0 0 OUTFALL PIPE (OR METAL V rFLOWS) W 0000�0�0�000 GEOTIXTILE FABRIC V i8 SAN (MIRAR 700X OR V APPROVED EQUAL) pUTFN). _ SEDIMENT PROVIDE CB INSERT 'STREAMGUARD FOR SEDIMENT' OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909 -3677 (4' TO 6' FOR RESIDENTIAL SINGLE FAMILY LOTS) CONSTRUCTION ENTRANCE NOT TO SCALE MAXIMUM WATER LEVEL '\V��IOTTOLA °��w\ CONSTRUCT BI -a� ^� ��� 0.5' MAX. I�� IF NECESSARY 1' MIN. TEMPORARY DITCH AND SWALE NOTES: 1. SEEDING, MULCHING AND STRAW PLACEMENT WITHIN THE ROCK LINED SWAES SHALL HAVE SWALE SHALL BE APPUED WITHIN 5 DAYS OF SWALE A MIN. 8' OF TYPE 1 RIP RAP CONSTRUCTION PER CITY OF YELM STANDARDS. 2. THE UPSLOPE SIDE OF THE SWALE SHALL PROVIDE STABILIZATION ACTION POSITIVE DRAINAGE TO THE SQUALL OUTLET. 3. NO EROSION SHALL OCCUR AT THE SWALE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACIUTY SUCH AS A POND,' OR SLOPE I SPACING 0 - 5% SEED AND MULCH APPLIED WITHIN 5 DAYS OF SCALE CONSTRUCTION 5 - 40% DEPENDENT ON RUNOFF VELOCITIES AND w,, F LIATmALS. SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. 2 TEMPORARY GRADED SWALES CB PROTECTION NOT TO SCALE MUST COMPLETELY COVER THE iM AND SIDES OF THE DITCH EXISTING PROPOSE] 'IFED ON PLANS IP NOTE BELOW SECTION 4 TYPICAL OUTFALL RIP -RAP SCALE 6' MIN. �,��7��`�� \Qa D 24' MIN. 211 SLOPES CROSS SECTI ❑N ROCK CHECK DAMS SHALL BE INSTALLED PER SPACING REQUIREMENTS PER NOTE t OF 2' -4' ROCK CHECK DAM NOTES, L L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING CHECK DAM NOTES 1, THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2- TO 4- INCH DIAMETER QUARRY SPALLS. THE QUARRY SPALLS MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3, IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 4. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. c ROCK CHECK DAM DETAIL EXISTING GROUND SURFACE SILT FENCE NOTE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL 6 CONSTRUCTION FENCE DETAIL NOT TO SCALE 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND 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 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 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 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WFJR. STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MATERIAL - MIRAR 100 x OR EQUAL U U U 2'x2'X5' DOUG. FIR AT 4' OC EUVATtl 2'x2'X5' DOUG. FIR OR EQUAL FILTER FABRIC MATERIAL - _ 2'x2'xl4 GA WWF 3/4' -3' WASHED ROCK OR PEA GRAVEL ....' 2' EXCESS OVERLAP �_4 9' MIN SECTION 8' x 12' 12 INSTALL DOWNSLOPE OF EXPOSED AREAS. SILT FENCE 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. 'f NOT TO SCAIE ALL RIP -RAP PADS/LININGS SHALL BE IN ACCORDANCE WITH SECTION 9 -13.1 OF THE WSDOT /AP STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY WELL GRADED WITH THE ROCK GRADAT AS FOLLOWS TYPE1: MAX STONE SIZE 8' TYPE 2 MAX STONE SIZE: 24' MED. STONE SIZE: 6' MED. STONE SIZE 16' MIN. STONE SIZE: 2' MIN. STONE SIZE: 4' 2'x2'xl4 GA WELDED WIRE FABRIC OR EQUAL 1 f 0 E 8 d g o 0 a � 0 z 7o /a3 S E I SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 8' x 12' TRENCH 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040. FAX:(253) 573-0147 www.mundengin,mm - mundOmunden9incum PROJECT: CREEK ROAD MIXED USE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: ]HAUG @SDUNDENGINC.COM DRAWN: 1. HAUG BY QR: )FH 07 2z 08 BY DATE SCALE: V =30' DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: TESC PLAN NOTES & DETAILS C4 SHEET 4 OF 31 3RD SABMiTTAI JAN i 2 2010 GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 It I o I CEMENT CONCRETE -I-� SIDEWALK — —� SEE DETAIL (TYP.) I 6 21 CEMENT CONCRETE BARRIER CURB AND GUTTER (CREEK STEET R ONLY) SEE DETAIL (TYP.) g cz1 I I I t ( � E- I I W I I 0 0 I � a E- E, I 11' U] x r� I L~ W � I I � I W I O I I q0 I VV Wd X ;J11 Wv I I I aT I II I to M I I � I I I( ( I I vv I I I I I iN I I E a N a 0 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON OVERALL GRADING AND DRAINAGE PLAN 1 END ACCESS ROAD PANNG,J I IS TO BE CONSTRUCTED s UNDER SEPARATE PERMIT SEE DETAIL (TYPO E SEE DETAIL (TYP.) 5 C21 C21 APPROVED FOR CONSTRUCTION BY:_ DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPI ELEVATION DATUM m019.0 (NAVE) 88 — 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 —E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 GRADING NOTE /LEGEND FF = FINISHED FLOOR 350.5 = SPOT ELEVATION EG = EXISTING GROUND FG = FINISHED GROUND HP = HIGH POINT LP = LOW POINT BOW = BACK OF WALK TOW = FRONT OF WALK DOG = EDGE OF CONCRETE EGA = EDGE OF ASPHALT TW = TOP OF WALL BW = BOTTOM OF WALL TC = TOP OF CURB BC = BOTTOM OF CURB f E oW�a 0 o $ to £o Z O V) z d a z VARIES VARIES E- a W W E 3.0' 2, 0' 3.0' Ma GRADE SWALES PER PLAN MIN 0.5% SLOPE w TYPICAL GRADED SWALE 1 0k i NOT TO SCALE iOARe'IS V CONSTRUCTION SEQUENCE 1. STAKE AND /OR FLAG LIMITS OF CLEARING. 2, SCHEDULE AND ATTEND PRE — CONSTRUCTION MEETING WITH THE CITY OF YELM. AN EROSION CONTROL LEAD PERSON'S NAME AND PHONE NUMBER SHALL BE DESIGNATED AND PROVIDED TO THE CITY AT THIS MEETING. 3, INSTALL TREE PROTECTION AND WETLAND BUFFER FENCING AS SHOWN ON PLANS. 4, INSTALL SILTATION FENCE ACCORDING TO PLAN OR AS WEATHER DICTATES. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES. 6. MASS GRADE SITE AND INSTALL TEMPORARY INTERCEPTOR DITCHES AND SEDIMENT POND, DURING CONSTRUCTION, EXPOSED SOILS SHALL BE STABILIZED PER SHEET C4. ALL EROSION CONTROL MEASURES MUST BE IN PLACE AND FUNCTIONING AT ALL TIMES, 7, INSTALL ALL UTILITIES INCLUDING SEWER, WATER AND STORM DRAINAGE PER PLANS. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION BETWEEN ALL WATER AND SANITARY SEWER LINES AT ALL TIMES, AND A MINIMUM 5' HORIZONTAL SEPARATION BETWEEN ALL OTHER UTILITIES. 8. INSTALL INFILTRATION SYSTEM PER PLANS. PRIOR TO COMPLETING AND COVERING INFILTRATION SYSTEM, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER TO INSPECT THE SYSTEM. CARE SHALL BE TAKEN TO NOT COMPACT SUBGRADE MATERIAL IN AREA OF INFILTRATION SYSTEM. DO NOT OPERATE HEAVY EQUIPMENT AND MACHINERY ON THE INFILTRATION SYSTEM BED. 9. CONSTRUCT SITE IMPROVEMENTS AND STRUCTURES PER PLANS. 10. ONCE SITE IS STABILIZED, CLEAN SEDIMENT FROM CATCH BASINS AND STORM CONVEYANCE SYSTEM. 11. REMOVE EROSION CONTROL FENCE AND OTHER MEASURES ONCE THE SITE IS STABILIZED AND THE CITY OF YELM INSPECTOR PROVIDES SUCH APPROVALS. 12, CALL FOR FINAL INSPECTION. CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 7o /a3�Ai SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 5730142 wwwe0uWenginc.mm, 4aund®mundenginc.mm 001:11111 CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC, 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEC(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: KBEST BY QR: JH 7128/08 BY DATE SCALE: F=30' DATE: 7 /30/08 PROJECT N: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN C5 SHEET 5 OF 31 --- mennaRTNI taxi M1 .. 911i11 TC 34 62 _ 1C 47.51 VC91 BC 3 — 812 BC 34 1 END ACCESS ROAD PANNG,J I IS TO BE CONSTRUCTED s UNDER SEPARATE PERMIT SEE DETAIL (TYPO E SEE DETAIL (TYP.) 5 C21 C21 APPROVED FOR CONSTRUCTION BY:_ DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPI ELEVATION DATUM m019.0 (NAVE) 88 — 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 —E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 GRADING NOTE /LEGEND FF = FINISHED FLOOR 350.5 = SPOT ELEVATION EG = EXISTING GROUND FG = FINISHED GROUND HP = HIGH POINT LP = LOW POINT BOW = BACK OF WALK TOW = FRONT OF WALK DOG = EDGE OF CONCRETE EGA = EDGE OF ASPHALT TW = TOP OF WALL BW = BOTTOM OF WALL TC = TOP OF CURB BC = BOTTOM OF CURB f E oW�a 0 o $ to £o Z O V) z d a z VARIES VARIES E- a W W E 3.0' 2, 0' 3.0' Ma GRADE SWALES PER PLAN MIN 0.5% SLOPE w TYPICAL GRADED SWALE 1 0k i NOT TO SCALE iOARe'IS V CONSTRUCTION SEQUENCE 1. STAKE AND /OR FLAG LIMITS OF CLEARING. 2, SCHEDULE AND ATTEND PRE — CONSTRUCTION MEETING WITH THE CITY OF YELM. AN EROSION CONTROL LEAD PERSON'S NAME AND PHONE NUMBER SHALL BE DESIGNATED AND PROVIDED TO THE CITY AT THIS MEETING. 3, INSTALL TREE PROTECTION AND WETLAND BUFFER FENCING AS SHOWN ON PLANS. 4, INSTALL SILTATION FENCE ACCORDING TO PLAN OR AS WEATHER DICTATES. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES. 6. MASS GRADE SITE AND INSTALL TEMPORARY INTERCEPTOR DITCHES AND SEDIMENT POND, DURING CONSTRUCTION, EXPOSED SOILS SHALL BE STABILIZED PER SHEET C4. ALL EROSION CONTROL MEASURES MUST BE IN PLACE AND FUNCTIONING AT ALL TIMES, 7, INSTALL ALL UTILITIES INCLUDING SEWER, WATER AND STORM DRAINAGE PER PLANS. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION BETWEEN ALL WATER AND SANITARY SEWER LINES AT ALL TIMES, AND A MINIMUM 5' HORIZONTAL SEPARATION BETWEEN ALL OTHER UTILITIES. 8. INSTALL INFILTRATION SYSTEM PER PLANS. PRIOR TO COMPLETING AND COVERING INFILTRATION SYSTEM, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER TO INSPECT THE SYSTEM. CARE SHALL BE TAKEN TO NOT COMPACT SUBGRADE MATERIAL IN AREA OF INFILTRATION SYSTEM. DO NOT OPERATE HEAVY EQUIPMENT AND MACHINERY ON THE INFILTRATION SYSTEM BED. 9. CONSTRUCT SITE IMPROVEMENTS AND STRUCTURES PER PLANS. 10. ONCE SITE IS STABILIZED, CLEAN SEDIMENT FROM CATCH BASINS AND STORM CONVEYANCE SYSTEM. 11. REMOVE EROSION CONTROL FENCE AND OTHER MEASURES ONCE THE SITE IS STABILIZED AND THE CITY OF YELM INSPECTOR PROVIDES SUCH APPROVALS. 12, CALL FOR FINAL INSPECTION. CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 7o /a3�Ai SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 5730142 wwwe0uWenginc.mm, 4aund®mundenginc.mm 001:11111 CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC, 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEC(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: KBEST BY QR: JH 7128/08 BY DATE SCALE: F=30' DATE: 7 /30/08 PROJECT N: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN C5 SHEET 5 OF 31 --- mennaRTNI taxi M1 .. 911i11 N c 0 GRAPHIC SCALE a n n 15 w so ( IN FEET ) 1 inch = 30 ft. CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON OVERALL GRADING AND DRAINAGE PLAN ELEVATION VATUM NAVD 88 (NAVD 88 - 3.42' = N4GVD 29) THURSTON COUNTY P PLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IIN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD' HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - s w F 8 0 o 0 0 xe FENCE SDCB STORM & ROOF DRAIN PIPE MATERIALS & COVER NOTE 343.6 RIM= 346.44 / SDCB --� ED IE= 342.95 43431 RIM =34sC 3aa.o 1, ALL PIPE FOR STORM SEWER MAINS SHALL COMPLY WITH ONE OF THE FOLLOWING TYPES IF NOT -346 3� ems, Ec 18, ED \ SPECIFIED ON PLANS: A. POLYVINYL CHLORIDE PVC PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. BOIL ING H 346,71 34 71 B PLAIN CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. N .37 BOIL I G \ \ C. REINFORCED CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. FF =3 8.37 FF= 8.37 \ D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151 CLASS 50 OR n FF =3 7.21 \ GREATER, AND SHALL BE 1/6 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH > - 348.32 34832 348,32 a \ ANSI /AWWA C104/A21.4-90, AND MEET REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 36776 \ SECTION 9-30.2.(1). z 0 346.70 A 'I E. POLYETHYLENE. PE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 34782 34782 3478z )I } s. 1 SEGE \ CONSTRUCTED PER WSDOT /APWA STANDARD SPECIFICATIONS. - cT 346.71 P RIM-346,40 V A r }4737 "`• - IE =34231 p �_ j �f1 •. � 1RrH4� �j. 346,. I n \ \ 2. ALL STORM SEWER MAINS SHALL HAVE A MINIMUM OF 20' OF COVER OR PER MANUFACTURER _ - - RD \ \ RECOMENDATIONS. _ l - 345 80 \ o _ 3 LBO 34� �I 34 9 34 OD 1 _ fi � I I �. I o Y \ 3. ROCJF AND YARD DRAINS OUTSIDE OF CITY RIGHT -OF -WAY CAN HAVE A REDUCED COVER OF 1' 6 346.52 \ ONLY IF OUTSIDE OF AREAS SUBJECT TO VEHICULAR TRAVEL. -RIM 6d �gNl 10% V -346 0 -- IE =33991 1 RIM 34546 [r SDCB HP M 1 0% - _- ^5 Jp7 "-1 -- 3, J _ I D 45.79 IE -34204 -y}� .344,8A/ ( J4682. `! 465334647 -W �i f i�• -- _ - -__ -- 34 82 D - - - 7 GENERAL NOTES a 28 34s s2 I 34s 0a I . - /y,�r�• I1 -- _ -� A I - OW TC 3752 34670 ._._ �__.__ BC 702 3 7.02 �` PROVIDE 1 CURB � } _ - - - - _ _ - _ _ _ _ _ � q BE_nvE V - - _ _ _" 1 STORM DRAIN MAIN CONVEYANCE SYSTEM IS DESIGNED TO BE MIN 12" PIPE PER ADVANCED 348'15 1 9TO�2mt1p I DRAINAGE SYSTEMS (ADS) N -12 @ 0.004 FT /FT MIN, UNLESS NOTED OTHERWISE ON PLANS. - ' ` 34614 I. 347.451 470 I R C0347.20 11 II 2. CONCRETE GARAGES PADS SHALL BE A MINIMUM OF 0.20 FT /FT SLOPE FLOWING TOWARDS 3• SDCB hq° �i CJ 6.fz9 34. \ IE= 342.33 \ RIM =3x78 w E � \ CENTERLINE OF ROAD UNLESS OTHERWISE STATED. SEE FOUNDATION PLANS FOR ACTUAL SLAB )- IE =34113 �� O-� I- \ ELEVATIONS • �I 1 I E + I I 347.06 -� ROOF DRAIN LINE 1 \ FF= 348.65 J� GY Q it I c BOW 390 1 \ 3. ALL CURBS ARE TO BE EXTRUDED CURB PER EXCEPT WHERE A SIDEWALK EXISTS ADJACENT • (� M 50' WETLAND I 1 F [. - .57 BUFFER LINE 1 ' TO THE CURB IN WHICH CASE THE INTEGRAL CURB AND SIDEWALK IS TO BE CONSTRUCTED C 34810 1 - BOUNDARY . 3aeso 2p% r 3a 7 a I )) 34g.� � I I - 347 qD �. � 1 Bou14oARY UNE I \ SEE STANDARD DETAIL FOR CEMENT CONCRETE CURBS. 3 8 BC 13 722 �' C21 $4Gi �e O 347.81 I'I-1- f 1 2 4 tv "gpW �` I _ 4. ALL TYPE 1, TYPE 1L AND TYPE 2 CATCH BASINS PER DETAILS '_HO �' BUILDING - I 1 1 346.31 1 SURVEYED EDGE \ C23 C23 C23 Q`C�� nF nesg ND� \ OF WATER LINE 7 c yy I 11� -1 4 yp_ I1 \ 5. ALL CATCH BASINS SHALL HAVE A GRATED LID PER DETAIL U FF= 348.65 I� I `�' I'." 6 i �-r 1 UNLESS OTHERWISE INDICATED ON PLANS. C23 �'' Ll""�''• 34e.15 `I II l l �' PROPOSED SPOT l 4' E - RAIL FENCE W % I -� CD• U3 34T212 Ny3lE 2 541 347.22 I \ 6 HEFT C2 BOW n RIM =348,00 1189 �L_ _ _ � 1 " 34790 - 1 V 6. ALL STORM DRAIN CLEAN OUTS ARE TO BE PER STANDARD DETAIL. C23 s u of IE= 343.58 I .I. 2.0% \ \ I 57oNAl• 'x - \ 7. ALL YARD DRAINS ARE TO BE PER STANDARD DETAIL 5 48.10 348.60 � �G j �/ i 34740 A C23 2.0% •y. R 34 9� - # p q 1 OR APPROVED EQUIVALENT. AO /ai ° 3 8,15 47,84 x 4; M�aas.e�i I Q BUILDING E W FF= 348.65 "1,1 P' i. I i J4 t2�I N� • FF= 347.9 34745 \1 �V 8. SEE SITE CROSS SECTIONS FOR PAVEMENT SECTION. SHEET b22 W RIM= 348.00 r_ 1�� -a 1 SEI IE= 342.92 TC 34Z..__JJ((2.. CEMENT CONCRETE EXTRUDED CURB I / \ BCA347;22 .C,B✓f15 346.28 i �- I (WHEN NOT ADJACTENT TO CURB I A ' RIM -34637 Rp _ 1134 �j 346.601 34718 SEE DETAIL (TYP.) FF= 348.65 p % 1347 1A 5% Bow 3a790 I C21 / CONTRACTOR DRAINAGE NOTES SOUND ENGINEERING, INC. 348.60 -� 1 ( 1. PRIOR TO ANY CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES CIVIL ENGINEERS v LAND PLANNERS e.00 }48, 15 'L / 3 I - - 34740 ) EXACT LOCATIONS HORIZONTALLY AND VERTICALLY. IF FIELD VERIFIED LOCATIONS DIFFER in &0.. 1102 COMMERCE ST., SUITE 300 SDCB �A �_ \/ I I FROM WHAT DESIGN SHOWN ON PLANS CONTACT THE PROJECT ENGINEER IMMEDIATALLY FOR RIM = 347.71 IM =J4 I_� - TACOMA, WA 98402 IT= 342.50 IE -3419 / \_/ POSSIBLE DESIGN CHANGES. Sae 1s V 7 �-.-� � _ 2 CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR POWER DESIGN. PHONE: (253) 573-0"0 - rAx:Iss31 s73 -olaa 41 QB 355 TYPE 2 - - .mundengiI mundOmundenginc.mm . _ _ APPRO %. t00YR FLOOD I wwv. pl /O0W({NRNE LBOw -L • LINE PER THURSTON CO. �_�/ 3. FOOTING DRAINS IF USED) SHALL BE UN TUNED TO THE PROPOSED STORM DRAINAGE IM= T- I SYSTEM SUCH THAT SURFACE WATER RUNOFF IS NOT CONVEYED THROUGH ANY FOOTING 0 is 3u70 Tc 3 7J0 34@J r„,\ HE :3 1. g° 41.951 I I 346.93 EMENT CONCRETE INTEGRAL / j DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE PROJECT: Be 3v 20 Be 3 z2p 6. -- 4695 34604 I ,F-;, I I - l \. BOW cORB AND SIDEWALK - j / FOOTING DRAINS FROM THE ROOF DRAINS CANNOT OCCUR. CREEK ROAD 347. o }too �3 7 _ _ �/ j 7 3 - SEE DETAIL (Tm.) 3 4. THE CONTRACTOR SHALL PROVIDE A TIGHTLINE SYSTEM FOR CONNECTION OF ROOF } 700 3474° czt MIXED USE PROVIDE 1' URB i 1 / DRAINS TO THE PROPOSED B "0 ROOF DRAIN SYSTEM SHOWN ON THE PLANS. THE ROOF - 47346.98 __344 CUT FORD 1 MACE 34593 / C 6 EVI DRAIN COLLECTION AND CONVEYANCE SYSTEM IS A RECOMMENDED SOLUTION. THE HE W 34624 F40%- - --r- 04 ,� 3a .4s F� 34745 7 I CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS TO ENSURE ALL ROOF DRAIN CLIENT: - - -Sll -- -- -511 - - -- oD ._�• _ i �, " -� re soc0 " 1 DOWNSPOUTS ARE COLLECTED, THE CONTRACTOR SHALL ADD AND MODIFY ROOF DRAIN 34iw I - FNI - - - - -- ,),6 -- _ _V D �_ # 2 ? RIM = 347.30 1 I LINES AND STORM BRIAN CLEANOUTS AS NEEDED. YELM CREEK BLDG.S LLC. / FM - 45.71 - " }1 74 3aG.4 = 343.49 I 50' WEILAND ( 5. THE YARD DRAIN SYSTEM SHALL CONSIST OF 8 "0 (MIN) ADS N -12 (OR APPROVED 240 STADIUM WAY SOUTH GATE 34745 34700b - `BUFFER LINE 1 TACOMA,WA 98402 �- - i� 34x.74 t 754 / I EQUAL) @ 0.005 FT /FT (MIN), UNLESS NOTED OTHERWISE ON THIS PLAN. THE YARD 3 12 48,.71 346.2 A , F -� `p - I DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. THE CONTRACTOR SHALL ADD AND TEL: (253) 428.0800 FAX: (253)428 -8172 ml 34581 J4770 / 346.50 MAIL. a 16 34 81 34).1. I OI * IN SYSTEM TO ENSURE THERE IS NO STANDING WATER IN sgco MODIFY THE YARD DRAIN E -.. . 7 4. .347.25 RIM= 347.54 I i I LANDSCAPED AREAS. +FENCE RD DRAW IUIL=3434 - I I 6. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISCHARGE FROM 348.n 3azsa HP 34700. RIM= 347.10 I I DEWATERING PUMPS SHALL BE INFILTRATED ONSITE OR DIRECTED TO A TEMPORARY E-MAIL ENGINEER: JEREMY HAUG CB#18 TYPE I HE 1.6% _1, / • IE =34345 _ 1 SEDIMENTATION POND. E -MAIL: ]NAUG @SOUNDENGINC.COM AIM =34788 " 3 i I I 8. OFLALLNCONSTRUC ION IRELATEDADEBR 122 517 -�-- - FC /OFFICE BLDG POOL I I 7 MARK ALL STUBS WITH PAINTED 2 "x4" NOTING UTILITY AND DEPTH. _ _ -SD _- > 3b72 .. / AWN AREAS SHALL HAVE SUBGRADE SOILS CLEAN 177 "" s 1 -.. _ . ___ __ 346.81 FF= 347.75 DRAWN: Keesr -5.,- -" 56°1° 346.93 • - I I IS AND LARGE NATIVE DEBRIS. CONSTRUCTION BY 8.64' +� O ' 'w RI 2 E I 5 347SUC0 d � RI =346.2 I I RELATED DEBRIS SHALL INCLUDE, BUT IS NOT LIMITED T0, WOOD MATERIAL, METAL jj HARD DRAIN RIM =34760 MATERIAL, SPILLED PAINTS SOLVENTS, GLASS MATERIALS, AND CONCRETE /ASPHALT 8.76 348.11 'I RIM 34705 IE -34345 I / QR: JH jATE 3a o0 34 ao 1E = }43x7 I :346.5 I I PIECES. CONSTRUCTION RELATED DEBRIS REMOVAL ALSO INCLUDES THE REMOVAL OF 8,y DATE f348o ALL COMPACTED SUBGRADES SOILS DUE TO VEHICLE SOIL COMPACTION DURING 38 FG- 34725 34725 (, - I CONSTRUCTION. LARGE NATIVE DEBRIS REMOVAL IS DEFINED AS, BUT IS NOT LIMITED TO, _ _ I A 1111 ROCKS WHICH ARE 2 INCH DIAMETER AND LARGER, NATIVE DETECTABLE WARNING PATTERN - SCALE: 1 " =30 SEE DETAIL (TYP.) e SIDEWALK RAMP rvPl RIN - _ I_ _ _ _ \ _ _ - WEEDS /GRASSES /TREES /SHRUBS /AND GROUNDCOVERS WHICH ARE WITHIN THE SITE DATE: 7130108 SEE DETAIL (iP.) 1 IE- 03447.20 1 348.0 I T CLEARING LIMIT. cz1 cz1 IE= 343.77 EG - I PROJECT #:07118.10 9. ALL SUBGRADES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM AML (T PE) SEE DETAIL ( 11 CURB MP TYPE 1 STRUCTURES AT 2.00% MINIMUM SLOPE. NO STANDING WATER AREAS ARE ALLOWED IN LEE DE _ cz1 LAWN OR LANDSCAPE PLANTING BEDS. Cz SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN CALL 48 HOURS BEFORE YOU DIG �� 1- 800 -424 -5555 SHEET 6 OF 31 3R9SiRlfliTAL ,'i I 2015 GRAPHIC SCALE wl 0 10 20 40 eo ( IN FEET ) I inch = 20 fL SITE MAP 1 I. = 200• N 0 J PROP. CONNECTION TO EXIST@ WATERMAIN, SEE DETAIL 1 - 10'0 TAPPING TEE (FL) 1 - TAPPING SLEEVE 1 - GATE VALVE (FLxMJ) 1 - THRUST BLOCK 4 SEE DETAIL (TYP.) 2 CONTRACTOR SHALL POTHOLE EXACT VERTICAL AND HORIZOD OF EXISTING WATER MAIN PRI� CONSTUCTION. IF LOCAII WHAT IS SHOWN ON P PROJECT ENGINEER !!M ED 11:I POSSIBLE DESIGN CIl .� P CREEK STREET•' STA 2 +41.18 = ACCESS WAY A STA: 50 +50 PROPOSED CONNECTION EXISTING 4' STEP MAIN SEE SHEET C19 SEE SHEET C16 FOR CREEK STREET IMPROVEMENTS PLAN AND PROFILE EI Lu �) AY A) LL . 40' EXSTI ROW I 11 I S+ I v + ACCESS WAY STA: 51 +31.50 I I I CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY A PLAN & PROFILE SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE 1, 4 I. F 124, TYPE 1 STA: 50 +71.16 (ACCESS WAY A) />;y <) STA 2 +41.37 (CREEK STREET) RIM =352.06 1 EXST HYDRANT COMMERCIAL BLDG #2 D ESTIC WATER LINE DOMESTIC WATER METER FOR COMMERCIAL BUILDING N2 CB 122, TYPE 1 STA: 51 +31.50 (ACCESS WAY A) STA: 10+50.25 (ACCESS WAY B) RIM= 350.15 STA. 52 +47.09 6.00' LT 1 - 8'x6- TEE (MJxIfL 1 - THRUST BLOCK I SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE All STA. 20 +28, 6.00' LT (ACCESS WAY 1 - 8• ELBOW (MJxM -A c4U 1 - THRUST BLOCK %ACCESS WAY A PLAN T CB #21, TYPE 1 STA: 52 +74.96 (ACCESS WAY A) STA: 20 +22 (ACCESS WAY C) RIM = 348.72 PROPERTY LINE ! APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK IT 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 51 +00 52 +00 ACCESS WAY A PROFILE 53 +00 54 +00 Co Z H aW [~ cf) Fr W CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w rG° g V sd w K 5 a g a � =1� 111 z F � E z 0 z a 0 z z 0 /tea /.7 5EII SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) $730040. FAXi(253) 573 -0142 v ,wundenginc.mm. soundfmundmginc.mm PROJECT: CREEK ROAD MIXED USE CLIENT, YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: J. HAUG BY QR: JH 7/28/07 BY DATE SCALE: 1 " =20' DATE: 7 /30107 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C7 SHEET 7 OF 31 3RD SUBMITTAL IAN 12 2010 CREEK STREET TA: 2 +41.18 ACCESS WAY STA: 51 +31.50 ilk w pp_ ►ay = ACCESS WAY A STA: 50+50 h+H v. I 52 +74.96 iI = ACCESS WA CO 4 TYPE 1 = ACCESS WAY C A: 20+22 SANITARY FORCE MAIN AS NEED MYM bw STA 50 +71.16 ACCESS STA: 2 +41.37, 21.16' R WAY A CREEK STREET CB TYPE 1 AP ROXIMATE EXISTING GRADE ALONG VERTICAL SEPARATION OF 1.5 A ALL TIMES. CONTRACTOR MMM 51 +00 52 +00 ACCESS WAY A PROFILE 53 +00 54 +00 Co Z H aW [~ cf) Fr W CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w rG° g V sd w K 5 a g a � =1� 111 z F � E z 0 z a 0 z z 0 /tea /.7 5EII SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) $730040. FAXi(253) 573 -0142 v ,wundenginc.mm. soundfmundmginc.mm PROJECT: CREEK ROAD MIXED USE CLIENT, YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: J. HAUG BY QR: JH 7/28/07 BY DATE SCALE: 1 " =20' DATE: 7 /30107 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C7 SHEET 7 OF 31 3RD SUBMITTAL IAN 12 2010 CREEK STREET TA: 2 +41.18 ACCESS WAY STA: 51 +31.50 ilk NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND = ACCESS WAY A STA: 50+50 B STA: 10+50.25 ACCESS WAY A STA 52 +74.96 iI = ACCESS WA CO 4 TYPE 1 = ACCESS WAY C A: 20+22 SANITARY FORCE MAIN AS NEED D TO ENSURE A MINIMUM bw STA 50 +71.16 ACCESS STA: 2 +41.37, 21.16' R WAY A CREEK STREET CB TYPE 1 AP ROXIMATE EXISTING GRADE ALONG VERTICAL SEPARATION OF 1.5 A ALL TIMES. CONTRACTOR MMM - _. STA 51 +31. ACCESS WAY A ALI LAMENT CENTERLINE - -- - R1�35 as STA 10+502 ACCESS wpr a -- - - -- -- - _ -- - -- - SHAQ- MAINTAIN -A 3.5�MINIMUM COVER OVER WATER MAIN IE IN= 348.16 12' RIM= 350.15 APPROXIMATE FINISHED GROUND S A 52 +74.96 A 0 ACCESS WAY STA: 20 +22 ACCE WAY A WAY C AND A 5.0' MINIMUM COVER 0 SANITARY FORCE MAIN Wil - - - _ IE WT= 348.16 12' - IE IN= 347.29 2' ALIGNMENT TS SHOWN OCR�REFERE CE SEE GRADING RIM = 348.72 AT ALL TIMES. wM _ - _ _ - _ JE CUL 347 �_ _ _ _ _ _ _ - - - - - - - - ff-IN= 344.58 12_ - - - Y®l 350 - --- - -- - IE OUT= 34458 12' - - - - - - - - - -- _ - _ __ ba -- PROP. CONNECTION TO EXISTING 10' WATERMAIN PROPOSED 9' r +,_ bw 10'0' TAPPING TEE & TAPPING SLEEVE w/ GATE VALVE STA 2 +47.21 5.35 FIT (CREEK STREET) WATER MAIN '+ STA 50 +55.39, 6.00' LT (ACCESS WAY A) °'T'"' "'" t }1 APPROXIMATE T.O.P. ELEV = 34&511 -3'f ! - --- -- - - - _-- ._- 951.LF <� r •�, . APPROXIMATE EG = 352.433 SEE ALSO SHEET C15 1441 LF 3'f PVC llil 740 STA 52 +47.09, 6.00' LT STA 52 +80.97 6. 0' RT w 18' MIN VERTICAL 1 - 8 x6 TEE MML 1 - 3' 90' BEND 340 _._.__.._._. ___.________... _._.____.___- _.�TA•51+37.46, SEPARATION _ _. _ __ _ - -- 8' ELBOW __ _- - - -i- - iHRUS7 -BLOC --- ______.. - ...Will PROP. 3•0 CONNECTION TO AUTOMATIC AIR RELEASE VALVES TO BE WATER CROSSNG STA. 52 +68.96, 6.00' L _ (ACCESS WAY A) SEE SHEET CIO lrl EXISTING 4'f SEWER FORCE MAIN INSTALLED ALONG STEP MAIN WHERE 1 - THR X6.0 ST BLOCK APPROXIMATE EXISTTHRUGRADEOCK ®ALIGNMENT CENTERLINE STA. 20 +28, 6.00' LT (CCESS WAY C) Wyy STA 50+42.353 NEEDED PER DETAIL 3 APPROXIMATE T.O.P. = 345.321 IYlr Cpl APPROXIMATE FINISHED GRADE APPROXIMATE FG=34&71li bw 0 ALIGNMENT CEIITERUNE SEE SHEET C10 ,. Y14W rid CV N M N M �3 M 1f2 M en pj s+ Of u'I • O) pp. M M C3 00 a+ Qj N Cod M M r7 M M M M M M M 51 +00 52 +00 ACCESS WAY A PROFILE 53 +00 54 +00 Co Z H aW [~ cf) Fr W CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w rG° g V sd w K 5 a g a � =1� 111 z F � E z 0 z a 0 z z 0 /tea /.7 5EII SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) $730040. FAXi(253) 573 -0142 v ,wundenginc.mm. soundfmundmginc.mm PROJECT: CREEK ROAD MIXED USE CLIENT, YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: J. HAUG BY QR: JH 7/28/07 BY DATE SCALE: 1 " =20' DATE: 7 /30107 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C7 SHEET 7 OF 31 3RD SUBMITTAL IAN 12 2010 GRAPHIC SCALE m 0 PO zo a eo ( IN FEET ) 1 inch — 20 ft SITE MAP >rT a WM W349 , r.0. q sy aA" k c t I� x 350 ` -- 1` IOUI-� � 1,-H E x W � W N_ C m m m m m NOTE CONTRACTOR SHALL DER.ECT WATER MAIN AND SANITARY FOF CE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPkRATION OF 1.5' AT ALL TIMES TRACTOR SHALL CTTAINT Ti 35'_MfNIMUM COVER -OVER -MA1rT AND A 5.0' MINIMUM COVER OVER SANITARY FORE MAIN AT ALL TIME —IE OUT 342_9. 12' - CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY A PLAN & PROFILE SEE SHEET C11 FOR ACCESS WAY D PLAN AND PROFILE SEE SHEET C14 & C15 FOR ACCESS WAY D PLAN AND PROFILE k. yp's t ! Y- +k1�2.✓ V P k siY4a P H t —7 _ STT 55 +7565 2100' RT 1 — THRUST BLOCKMJ) I // c J 0�"i i' � �e % PROPERTY LINE IEIIIIII�11 I'm IIIII �I� MATCHLINE ACCESS WAY A PLAN SEE CONTINUATION THIS SHEET STTA; STA: 55+ 131 APPROXIMATE NISHED GROUND SHONE! S 56 +81.9 1 10.72' LT RIM =34791 FOR REFERENCI SEE GRADING PLAN RIM= 347.88 APPROXIMATE EXI TING CB 7 TYPE 1 SHEETS C5 & 6 GRADE ALONG STA. 57+69622000- Lr ELEVATION DATUM AN VD 88 (NAVE) 88 — 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK i 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S'.W. FROM CENTER OF BALD HILL RD. APPROVED FOR CONSTRUCTION BY: DA DEVELOPMENT REVIEW ENGINEER APPROVAL ELEVATION = 359.66 TRENCH - PAVEMENT RESTORATION TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR PATCH PLUS OVERLAY AS REQUIRED BY THE CITY. L� ACCESS WAY A PROFILE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 A. ALL TRENCH AND PAVEMENT CUTS SHALL BE MADE BY SPADE BLADED JACKHAMMER OR SAWCUTS. THE CUTS SHALL BE A MINIMUM OF 1 FOOT OUTSIDE THE TRENCH WDTH. B. ALL TRENCHING SHALL BE BACKFILLED WTH CRUSHED SURFACING MATERIALS CONFORMING TO SECTION 4-04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. THE TRENCH SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY, AS DESCRIBED IN SECTION 2 -03 OF THE WSDOT /APWA STANDARD SPECIFICATIONS REPLACEMENT OF THE ASPHALT CONCRETE OR PORTLAND CEMENT CONCRETE SHALL BE OF EXISTING DEPTH PLUS 1 INCH OR 3 INCHES, WHICHEVER IS GREATER. C. TACK SHALL BE APPLIED TO THE EXISTING PAVEMENT AND EDGE OF CUT AND SHALL BE EMULSIFIED ASPHALT GRADE CSS -1 AS SPECIFIED IN SEC110N 9- 02.1(6) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. TACK COAT SHALL BE APPLIED AS SPECIFIED IN SECTION 5 -04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. D. ASPHALT CONCRETE CLASS B SHALL BE PLACED ON THE PREPARED SURFACE IN ACCORDANCE WTH THE APPLICABLE REQUIREMENTS OF SECTION 5-04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS, EXCEPT THAT LONGITUDINAL JOINTS BETWEEN SUCCESSIVE LAYERS OF ASPHALT CONCRETE SHALL BE DISPLACED LATERALLY A MINIMUM OF 12 INCHES UNLESS OTHERWISE APPROVED BY THE CITY. FINE AND COARSE AGGREGATE SHALL BE IN ACCORDANCE WITH SECTION 9 -03.8 OF THE WSDOT /APWA STANDARD SPECIFICATIONS ASPHALT CONCRETE OVER 2 INCHES THICK SHALL BE PLACED IN EQUAL LIFTS NOT TO EXCEED 2 INCHES EACH. ALL STREET SURFACES, WALKS OR DRIVEWAYS WITHIN THE STREET TRENCHING AREAS AFFECTED BY THE TRENCHING SHALL BE FEATHERED AND SHIMMED TO AN EXTENT THAT PROVIDES A SMOOTH- RIDING CONNECTION AND EXPEDITIOUS DRAINAGE FLOW FOR THE NEWLY PAVED SURFACE SHIMMING AND FEATHERING AS REQUIRED BY THE CITY SHALL BE ACCDMPUSHED BY RAKING OUT THE OVERSIZED AGGREGATES FROM THE CLASS 8 MIX AS APPROPRIATE. SURFACE SMOOTHNESS SHALL BE PER SECTION 5- 04.3(13) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. THE PAVING SHALL BE CORRECTED BY REMOVAL AND REPAVING OF THE TRENCH ONLY. E. ALL JOINTS SHALL BE SEALED USING AR4ODOW. F. MIEN TRENCHING WITHIN THE ROADWAY SIOULDER(S), THE SHOULDER SHALL BE RESTORED TO ITS ORIGINAL OR OMER CONDITION. G. THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED WITHIN 30 DAYS AFTER FIRST OPENING THE TRENCH. THIS TIME FRAME MAY BE ADJUSTED IF DELAYS ARE DUE TO INCLEMENT PAVING WEATHER, OR OTHER ADVERSE CONDITIONS THAT MAY EXIST. HOWEVER, DELAYING OF FINAL PATCH OF OVERLAY WORK IS ALLOWABLE ONLY SUBJECT TO THE CITYS APPROVAL THE CITY MAY DEEM IT NECESSARY TO COMPLETE THE WORK WTHIN THE 30 DAYS TIME FRAME AND NOT ALLOW ANY TIME EXTENSION. IF THIS OCCURS, THE CONTRACTOR STALL PERFORM THE NECESSARY WORK AS DIRECTED BY THE CITY. MATCHLINE CONTINUATION FROM THIS SHEET IIIIFIRI�I�loll I I I 3 I I I I I I I I i I I I I 3 I 360 I I I I I I I 3 I I I I I I I I I I 350 I 3 I I I I S I I � I I � I I � I I I 340 I I I N3 I I NI I STA 55 +76.82±, 248.163 RT ACCESS WAY A) I PROP. CONNECTION TO EXISTING 8 WATERMAIN, SEE DETAIL I BOO 1 - 10'x8' TAPPING TEE (FL) e 1 - TAPPING SLEEVE 2 1 - GATE VALVE (FLxMJ) 1 - THRUST BLOCK CONTRACTOR SHALL POTHOLE AND VERIFY EXACT VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN PRIOR TO ANY CONSTUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN ON PLANS CONTACT PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. TRENCH AND PATCH 106TH AVENUE IN ACCORDANCE WITH THE�jEES ON THIS SHEET ..._____._- _ ) - - _ -_. -. WV SS I APPROX. LOCATION - �#��}[ - Sj- - L_ RE MAIN�� 106 I I I AV L p I PROP. 15' WATERMAIN AND ACCESS EASEMENT APPRO)L LOCATI(K- OF_... WV EXST 8'0 WAFR MAIL _.N ,p... z F 0 V boo a� z f N o Z O w K a a 0 0 Ja /;;o [j7 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 . FAX:(253) 573 -0142 w om oundengiumm- sound@wundenginc.mm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: )HAUL @SOUNDENGINC.COM DRAWN: ) HAUG BY QR: )H 7128/08 BY DATE SCALE: F =20' DATE: 7)30)08 PROJECT#, 07118.10 SHEET NAME: ACCESS WAY A PLAN & PRROFILE CV SHEET 8 OF 31 3ROSUPAJITTAL .LAN 1 2 2016 IE IN =343. 12' IE IN= 342.95 2' ALIGNMENT CENTERLINE RIM= 346.62 _.— --_ - - —_ -- -- —_ _ --- -- - - - -- - -lE_HX1T,743—----- --- ._.__. - -- -- - ---_ -- - - - - -- -- —IE OUT 342_9. 12' - - - -- - -- - IE -IN- 347:2' — 58 -f _ — - - -- - -- ---- - - - - -- -- —� IEOUT= 342.5912' � —_ _ — - -- - - - -- -- --. TO CB#16 ® TPI OPOSED 441 LF 8' '. WATER MAIN �— ---- ._...------ - - - - -- ---- ._.._ - -- - -__.. ---_. -- m 45' BEND STA. 55 +44.85, 10.00' LT STA. 55 +75.65, 2100' RT APPROXIMATE EXISTING GRADE � APPROXIMATE T.O.P. APPROXIMATE T.O.. ELEV= 342521 ®ALIGNMENT CENTERLINE m APPROXIMATE FG= 348.02± 8.02± .431 APPROXIMATE FG= .331 APPROXIMATE FINISHED GRADE � ® 0 ALIGNMENT CENTERINIE II�pP N r N i['1 N n O C` N N O OP aD t0 OD �� N O IO0�pp Oi N Oi O 06 Lq 0p Npp 00 n 00 tO N cp M m M M M M M M M M M 54+00 55 +00 56 +00 57 +00 58 +00 L� ACCESS WAY A PROFILE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 A. ALL TRENCH AND PAVEMENT CUTS SHALL BE MADE BY SPADE BLADED JACKHAMMER OR SAWCUTS. THE CUTS SHALL BE A MINIMUM OF 1 FOOT OUTSIDE THE TRENCH WDTH. B. ALL TRENCHING SHALL BE BACKFILLED WTH CRUSHED SURFACING MATERIALS CONFORMING TO SECTION 4-04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. THE TRENCH SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY, AS DESCRIBED IN SECTION 2 -03 OF THE WSDOT /APWA STANDARD SPECIFICATIONS REPLACEMENT OF THE ASPHALT CONCRETE OR PORTLAND CEMENT CONCRETE SHALL BE OF EXISTING DEPTH PLUS 1 INCH OR 3 INCHES, WHICHEVER IS GREATER. C. TACK SHALL BE APPLIED TO THE EXISTING PAVEMENT AND EDGE OF CUT AND SHALL BE EMULSIFIED ASPHALT GRADE CSS -1 AS SPECIFIED IN SEC110N 9- 02.1(6) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. TACK COAT SHALL BE APPLIED AS SPECIFIED IN SECTION 5 -04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. D. ASPHALT CONCRETE CLASS B SHALL BE PLACED ON THE PREPARED SURFACE IN ACCORDANCE WTH THE APPLICABLE REQUIREMENTS OF SECTION 5-04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS, EXCEPT THAT LONGITUDINAL JOINTS BETWEEN SUCCESSIVE LAYERS OF ASPHALT CONCRETE SHALL BE DISPLACED LATERALLY A MINIMUM OF 12 INCHES UNLESS OTHERWISE APPROVED BY THE CITY. FINE AND COARSE AGGREGATE SHALL BE IN ACCORDANCE WITH SECTION 9 -03.8 OF THE WSDOT /APWA STANDARD SPECIFICATIONS ASPHALT CONCRETE OVER 2 INCHES THICK SHALL BE PLACED IN EQUAL LIFTS NOT TO EXCEED 2 INCHES EACH. ALL STREET SURFACES, WALKS OR DRIVEWAYS WITHIN THE STREET TRENCHING AREAS AFFECTED BY THE TRENCHING SHALL BE FEATHERED AND SHIMMED TO AN EXTENT THAT PROVIDES A SMOOTH- RIDING CONNECTION AND EXPEDITIOUS DRAINAGE FLOW FOR THE NEWLY PAVED SURFACE SHIMMING AND FEATHERING AS REQUIRED BY THE CITY SHALL BE ACCDMPUSHED BY RAKING OUT THE OVERSIZED AGGREGATES FROM THE CLASS 8 MIX AS APPROPRIATE. SURFACE SMOOTHNESS SHALL BE PER SECTION 5- 04.3(13) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. THE PAVING SHALL BE CORRECTED BY REMOVAL AND REPAVING OF THE TRENCH ONLY. E. ALL JOINTS SHALL BE SEALED USING AR4ODOW. F. MIEN TRENCHING WITHIN THE ROADWAY SIOULDER(S), THE SHOULDER SHALL BE RESTORED TO ITS ORIGINAL OR OMER CONDITION. G. THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED WITHIN 30 DAYS AFTER FIRST OPENING THE TRENCH. THIS TIME FRAME MAY BE ADJUSTED IF DELAYS ARE DUE TO INCLEMENT PAVING WEATHER, OR OTHER ADVERSE CONDITIONS THAT MAY EXIST. HOWEVER, DELAYING OF FINAL PATCH OF OVERLAY WORK IS ALLOWABLE ONLY SUBJECT TO THE CITYS APPROVAL THE CITY MAY DEEM IT NECESSARY TO COMPLETE THE WORK WTHIN THE 30 DAYS TIME FRAME AND NOT ALLOW ANY TIME EXTENSION. IF THIS OCCURS, THE CONTRACTOR STALL PERFORM THE NECESSARY WORK AS DIRECTED BY THE CITY. MATCHLINE CONTINUATION FROM THIS SHEET IIIIFIRI�I�loll I I I 3 I I I I I I I I i I I I I 3 I 360 I I I I I I I 3 I I I I I I I I I I 350 I 3 I I I I S I I � I I � I I � I I I 340 I I I N3 I I NI I STA 55 +76.82±, 248.163 RT ACCESS WAY A) I PROP. CONNECTION TO EXISTING 8 WATERMAIN, SEE DETAIL I BOO 1 - 10'x8' TAPPING TEE (FL) e 1 - TAPPING SLEEVE 2 1 - GATE VALVE (FLxMJ) 1 - THRUST BLOCK CONTRACTOR SHALL POTHOLE AND VERIFY EXACT VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN PRIOR TO ANY CONSTUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN ON PLANS CONTACT PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. TRENCH AND PATCH 106TH AVENUE IN ACCORDANCE WITH THE�jEES ON THIS SHEET ..._____._- _ ) - - _ -_. -. WV SS I APPROX. LOCATION - �#��}[ - Sj- - L_ RE MAIN�� 106 I I I AV L p I PROP. 15' WATERMAIN AND ACCESS EASEMENT APPRO)L LOCATI(K- OF_... WV EXST 8'0 WAFR MAIL _.N ,p... z F 0 V boo a� z f N o Z O w K a a 0 0 Ja /;;o [j7 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 . FAX:(253) 573 -0142 w om oundengiumm- sound@wundenginc.mm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: )HAUL @SOUNDENGINC.COM DRAWN: ) HAUG BY QR: )H 7128/08 BY DATE SCALE: F =20' DATE: 7)30)08 PROJECT#, 07118.10 SHEET NAME: ACCESS WAY A PLAN & PRROFILE CV SHEET 8 OF 31 3ROSUPAJITTAL .LAN 1 2 2016 GRAPHIC SCALE 0 0 10 20 b 00 ( IN FEET ) 1 inch = 20 EL CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY B PLAN & PROFILE -- - - -- - ®— — - ,X52 ' 4- \N w w 5 — ---- s----- S- - ---15 —S- 2+00 —I — __ PROP. CONNECII i0 C7 � asEEXST MAIN ._ SEE PLOP. CONN- dYIMN 10 SEE SHEET ANT- _ c_ �l V,l ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBUSHIED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -B2 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 < VV VV VV ;S � - - -5- --- 5 - - - -- ----- 5-- - - -5 -- - -S -- S-0 4p'EXSTROW SEE SHEET C15 -FOR CREEK 3+00 4+00 5 +00 ROAD PLAN AN60PROFILE - PROP -R -I - - �— W W < CREEK STREET APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1 - GATE VALVE (MJ)MJ) CONTRACTOR SHALL POTHOLE AND VERIFY EXACT VERTICAL AND HORIZONTAL LOCATION - AND PIPE E-OF EXISTING WATER MAIN PRIOR TO ANY CONSTUCTION. IF LOCATION OR MATERIAL DIFFERS FROM WHAT IS SHOWN ON PLANS, CONTACT PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. .. . - t PROP DEDICATED ROW - - - - J^ - - - - - - - - - - - - - - -- -- -- , ' CB y E1 °-.. ' ------- C` -- - - STA: - 14 -+3- 8.09, 3.83' LT ----- ------ - - - - -- _ RI =34.26 o \ ZULU o d SITE MAP 1 = 200' s v J 0 0 a i n U I m a a I 0 N c 0 360 350 340 SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE RIM= 350.15 - IE (XI 12" IE IN= 347.29 12' LOUT= 347.2912' Qr-- APPROXIMATE LOCATION OF Dnnnncrn ass wciro um SHEETS C7 do C8 APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE F APPROXIMATE FINISHED GUM 0 ALIGNMENT CENTERINE DOMESTIC WATER ACCESS WAY B PLAN UhE (TYP.) CB #6, TYPE 1 W/ SOLID LID RIM = 350.00 IE IN= 345,50 12' IE OUT�345.50 12' RI E CONTRACTOR SHALL DEFLECT WATER MAIN AND IITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM TICA. SEPARATION OF 15 AT ALL TIMES. CONTRACTOR LL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN I -A5-.Cr M(INIMUM COVER OVER SANITARY FOR E MAIN ALL TIMES) nC AIR RELEASE VALVES TO BE D ALONG- STEP- MAIN-7W HERE- - PER DETAIL e C27 ALIGNMENT 2721 LF 2'0 PVC FM CB 14, TYPE 1 sra t2 +77 16 RIM = 349.95 IE OUT = 346.66 STA 13+16.2 RIM=350.% SEE SHEETS N t 0 O 01 0 0li M N M M M M M 10+00 11 +00 12 +00 13 +00 Q ACCESS WAY B PROFILE Y H1'- 20' /V1' =S' SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROXIMATE FINISHED GROUND 0 ACCESS WAY ALIGNMENT SHO FOR REFERENCE SEE GRADING PLAN SHEETS : & C6 CB Y2 TYPE 1 STA 14+38.09, f RIM= 349.26 IE IN= 346.27 12' -- — -- = 107 0 0.0095 FT/FT�\- CBj3 TO CBj'6 \ 50 �g 17 14 +00 il� 7 : LF 8'0 PVC 150, C900 — STA _T4+53.88. f 1 - 8'x6' TEE 1 -FIRE HYDR SEE DETAIL 1 -.THRUST' BI S A- 14 +3 j.89 R = 349.86 , � I � R I I I i +a �ROPERTY I I / L1NE f I I cr I CD I I I I / I � IE IN =3 .02 12' IE OUT 346.02 12' SEE SHEET C10 I� I� F 0 V o a u o ce g <S a S I D /aa /17 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040. FAX:(253) 573 -0142 www.mundenginc.mm. smnditwundenginc.wm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: I. HAUG BY QR: — IN 7128108 BY DATE SCALE: V =20' DATE: 7130107 PROJECT A: 07118.10 n rn cq M M M SHEET NAME: -_ ------------- . -__ - -_ ACCESS WAY B PLAN & PROFILE CALL 48 HOURS �� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 9 OF 31 ....n o,mulTTAI IAN T n 7010 3RV GRAPHIC SCALE m o to 20 4o m c IN FEET I inch = 20 It 1 - 8• ELBOW 1 - THRUST B SITE MAP 1 1• = 200' U 3 v O w 0- N I 0 U I m w P a I 0 s N cq C a CREED ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY C PLAN & PROFILE SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PR{IOFILE4 MAGNErx PROPERTY UNE' F CB /21, TYPE 1-{ STA: 20+22 RIM = 348.72 I C.4 350 340 STA. 20 +16, 6.00' FIT 1 - 3' 90' BEND 1 - THRUST BLOCK SEE ALSO SHEET C7 ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBUSHIED BENCHMARK / 784A FIVE CORNERS. YELM AVE. OAL) HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: SEE SHEET C14 & C15 ACCESS WAY C PLAN SEE SHEET C12 & C13 + -2a FOR ACCESS WAY E FOR ACCESS WAY F PLAN AND PROFILE PLAN AND PROFILE STA: 20 +22 ACCESS AY C mx— .0 STA: 52 +74.96 A WAY A IE = 344.42 12• _ RIM = 348.72 \ IEIA-- 344:5$w— --- - - - - -- — - - - -__ 20 +00 TO CE9#20 ELBOW SEE SHEET C7 A) I -2 -TEE .....° 1 - 3• INCREASER a, m 1 - THRUST BLOCK o ai SEE ALSO SHEET C14 M w�i 1 us- PROXIMATE FG= 348.82± E SHEET C14 18• MIN VERTICAL SEPARATION y 21 +00 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN ANQ9_5.O' MINIMUMSAIm ANITARY FORGF WAIN _ AT ALL TIMES. ///- APPROXIMATE FINISHED GROUND 0 ACCESS WAY / AUGNMENT SHOWN FOI REFERENCE SEE GRADING PLAN SHEETS C5 & _--- T —_. - -_ LF 8• WATER MAIN PROXIMATE EXISTING GRADE ALIGNMENT CENTERLINE -APPROXIMATE FINISHED GRADE 0 AUGNMENT CENIMNE RIM= 348.45 APPROXIMATE EXISTING GRADE ALONC IE WT= 344.79 12• ALIGNMENT CENTERLINE SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE 23+44.44 ACCESS WAY C 30+31.50 ACCESS WAY E - -- - --- -- ___ IE T= 344.4212• INSTALLED ALONG STE MAIN WHERE STA. 23+ 44, 6.00' LT NEEDED PER DETAIL 3 APPROXIM TE T.O.P. ELEV- 27 APPROIOM TE FG= 347.49± SEE SHEE C12 & C13 00� No�p OO pNj 22 +00 23 +00 ACCESS WAY C PROFILE 3 H1•- 2D' /V1• -5' I ( c�D I 16I TYPE 1 I iOUD UD i _S 11 30 +07.20, 16.37' LT (ACCESS WAY STA. .23 ±50.44...6.00'- RT� .23 +36.44,�.D0'- kT4ACCESS -WAYa WAY C) 1 - 2' 90' BEND A PROXIMATE T.O.P. ELEV= 345.38± 1 - 2• GATE VALVE A PROXIMATE FG= 349.24± 1 - THRUST BLOCK S SHEET C9 SEE ALSO SHEET C12 0 0 WATER CROSSING M 24 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w F 0 u E u 0 w w 0 a z � F O En" z d a 0 SEI SOUND ENGINEERING, INC. CML ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253)573 -0040 . FAX:(253) 573 -0142 www.wun0engiim.wm . wun0 ®swdenginc.wm PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL:(253)42B -0800 FAX:(253)428 -8172 EMAIL, PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7128108_ BY DATE SCALE: 1 " =20' DATE: 7130108 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY C PLAN & PROFILE C10 SHEET 10 OF 31 3Au SUBMIIIAI ,;uN 12 ZO10 GRAPHIC SCALE 20 n 10 00 40 np ( IM FEET ) 1 I73CI1 - 20 rL ELEVATION DATUM NAVD 88 (NAVD 88 — 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK N 784A FIVE CORNERS, YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 —E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 SITE MAP 1 ,• _ erg• cq 0 SEE SHEET C7 & C8 FOR ACCESS WAY A PLA CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF YELM, THURSTON COUNTY, WASHINGTON SEE SHEET C14 & C15 � SEE SHEET C12 & C13 FOR ACCESS WAY F ACCESS WAY D PLAN & PROFILE ; FOI2 ACCESS WAY E APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ACCESS WAY D PLAN VERTICAL SEPARATION 1.5' AT ALL TIMES CONTRACTOR e SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN - - -- -- ,----- - - - - -- - - - -- - - -- - AT. ALL - TIMES. - - STA 45+39.48 PPROXIMATE FG= 345.523 APPROXI ATE FG-- 345.523 1 — THRUST BLOCK EE SHEET C15 APPROXIMATE EXISTING GRADE SEE SH T C13 SEE ALSO SHEET C13 0 ALIGNMENT CENTERLINE APPROAMATE FINISHED — — — -- -- - -- 0 ALIGNMENT CENIMUNE� 330 - -- -- - - - - -- - - - - -- 25 +00 26 +00 27 +00 ACCESS WAY D PROFILE e Sol w f O f od U o o° z f � f z g O in a 0 z M, ,v /.�-s /I/ SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 99402 PHONE: (753) 5730040 � FAX:(253) 573 -0142 w .wundengin<.mm. mund @mundengincwm PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN. J. HAUG BY OR: JH 7/28108 BY DATE SCALE: C =20' DATE: 7 /30/08 PROJECT #: 0711810 Ni SHEET NAME: ACCESS WAY D PLAN & PROFILE CALL 48 HOURS BEFORE YOU DIG cil 1- 800 - 424 -5555 SHEEP 11 OF 31 3RD SUBMITTAL JAN 12 2010 STA: 5 57 +69.62, 20.00' LT ACCESS WAY A S SIA: ZI +1 &29 ACCESS 0 0Y U C Cl l ll TYPE 1 S A RIM= 5 546.62 CB J 6 6 TYPE 1 R RIM = 345.83 S A. 28 +4486 ACCESS WAY D IE IN 3 34259 12' STA: 2 25+91.79 ACCESS WAY D A APPROXIMATE FINISHED GROUND 0 ACC S S WAY I IE IN= 341.88 12' (N,S) A A: 35 +3948 ACCESS WAY E 350 - -- I IE T T=3423912 - - - - --- A A8— ACCESS-WATT - -. -_. — ALIGNMENT SLiOWN FOR REFERENCE SEE G GRADING I —IE 6UT =- - ---- ._.._... - -- — — — — - -_. -- — — — 1 1=3e46--- - - -- —.._. -- -- RIM= 4 4,5.46 P PLAN SHEETS C5 k C6 A APPROXIMATE EXISTING GRADE A ALONG IE I IN =34239 12' IE IN 3 34239 12' A ALIGNMENT CENTERLINE I IE O OUT = 342.39 12' _ I IE = = 3423912' FROM CB#17 $ T TO C3 k k13 — — — — — — — . ^, ... - --. . .., „ „. S SEE SHEET C C20 — — — — — — — LA&UN N S ?y; L 340 � � -- - r - -- — — -- --- - -- A A STA. 25+15.78 6 AIN 'BEND L 2653 LF 2'0 PVC FM E g 1 - 2' 9 ' LBOW w GATE VALVE 2 ELBOW w G GATE VALVE TA. 45 +33.48, 6.00' LT (ACCESS WAY F) S 1 - 2' G k kTE VALVE T STA. 35 3 33.48, 6.00' RT (ACCESS WAY E) S STA. 28 +50.78, 6.00' RT 1 - THRL S ST BLOCK INTERSECTION T TA. 25 +97.78, 6.00' LT ACCESS WAY D 1 STA. 28 3 38.78, 6.0T LT (ACCESS WAY D) 1 - 2' 90' BEND SEE ALSO S SHEET C15 ROAD D 4 ROAD F ( PPROYIMATE. - GATE_ VALVE-- - — P - --__.. - -. - -- ---------- - -- - -- - ---- ....- - - ---A G --- -- . STA 25+91.78 25 +00 26 +00 27 +00 ACCESS WAY D PROFILE e Sol w f O f od U o o° z f � f z g O in a 0 z M, ,v /.�-s /I/ SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 99402 PHONE: (753) 5730040 � FAX:(253) 573 -0142 w .wundengin<.mm. mund @mundengincwm PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN. J. HAUG BY OR: JH 7/28108 BY DATE SCALE: C =20' DATE: 7 /30/08 PROJECT #: 0711810 Ni SHEET NAME: ACCESS WAY D PLAN & PROFILE CALL 48 HOURS BEFORE YOU DIG cil 1- 800 - 424 -5555 SHEEP 11 OF 31 3RD SUBMITTAL JAN 12 2010 GRAPHIC SCALE 00 0 10 m 40 ro ( IN FEEL' ) I inch - 20 ft. 1 SITE MAP 3 v J 0 w a ■ I 0 s N 4V c 0 E- W W x w w CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY E PLAN & PROFILE 3501 3401 3301 SEE SHEET C10 FOR ACCESS WAY C ACCESS WAY E PLAN PLAN AND PROFILE 2 1' =2w APPROVED FOR CONSTRUCTION BY: DEVELOPMENT REVIEW ENGINEER APPROVAL w 0 V z � E o d V w al �lo ELEVATION DATUM I I I NAVD 88 (NAVO 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK @ 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 Z 5 30 +00 31 +00 ACCESS WAY E PROFILE $ H1' =20'/V I' -5' 32 +00 H w x w L48 HOURS RE YOU DIG 424 -5555 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040- FAX:(253) 573 -DI42 w mwundenginc.com- wund®wundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT, YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMAWA 98402 TEL(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: ]HAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR: JH 7128/08 BY DATE SCALE: Y' =20' DATE: 7 130/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE C12 SHEET 12 OF 31 3RD SUBMITTAL JAN 12 2010 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND a SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN W � z - CB TYPE 1 CB 6 TYPE 1 a E" = xw W/Sg1D LOCKING LID STA: 29+95.95, 46.63' LT ACCESS WAY STA: 30 +31.50 �x CB TYPE 1 MGM IMM STA: 31 +87.42 ACCESS WAY E ACCESS WAY E STA: 30+05.42 = ACCESS WA C STA 23+44.44 �w ACCESS WAY E RIM = 350.50 CB TYPE PXMA FINISHED GROUND 0 ACCESS WAY w lilt RIM = 348.22 IE IN= 345.00 12' STA: 30+31. ACCESS WAY ALIGNMENT 30 +00 31 +00 ACCESS WAY E PROFILE $ H1' =20'/V I' -5' 32 +00 H w x w L48 HOURS RE YOU DIG 424 -5555 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040- FAX:(253) 573 -DI42 w mwundenginc.com- wund®wundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT, YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMAWA 98402 TEL(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: ]HAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR: JH 7128/08 BY DATE SCALE: Y' =20' DATE: 7 130/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE C12 SHEET 12 OF 31 3RD SUBMITTAL JAN 12 2010 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN —_ - - -- - CB TYPE 1 CB 6 TYPE 1 W/Sg1D LOCKING LID STA: 29+95.95, 46.63' LT ACCESS WAY STA: 30 +31.50 CB TYPE 1 MGM IMM STA: 31 +87.42 ACCESS WAY E ACCESS WAY E STA: 30+05.42 = ACCESS WA C STA 23+44.44 IN ACCESS WAY E RIM = 350.50 CB TYPE PXMA FINISHED GROUND 0 ACCESS WAY RIM= 347.60 lilt RIM = 348.22 IE IN= 345.00 12' STA: 30+31. ACCESS WAY ALIGNMENT SHOWN FOR REFERENCE SEE GRADING IE 12' ',. _ IF IN =add 57 1T _ - __ .__._ I�A[IIZMENT — ._. -_— _____ __ OUT --J.80 �_�T= 34�8B12e_— ___ ____ _ _, _ _ . OUT =344.52 1Y IE IN= 344.42 12' IEWT =344. t2' - - --- - - - - -_ _ J - 25 LF I2' S0 :f EXISTING GROUND 0� Lo 0 0.004X FT/}T iA ACCESS WAY E AUGNMENT MIi1 -PR ' 0 lF If SD 0 0.0095 FT/FT ti 1 j3 TO CB/6 EEO w OSED 5081 LF 8' WATER MAIN 48 LF 12' SO 18' MIN VERTiCAL- Zi 214± 0 0.01 FT/FT, SEPARATION LF 2'4 PVC FM EE & 43' BEND -w GATEVAL�IES - :'0 -WA" CROSSIN - - -- - -- - -- -- - - -- - ---- - - -- - - - --__ MI 18' MIN - ----- - - - - -- VERTICAL -- - -- 1--I LIfY a STA. 30 +25.50, 6.00 RT ACCESS WAY E) AUTOMAT/ AIR RELEASE VALVES TO BE SEPARATION MTh 23 +38.44, 6.00' LT (ACCESS WAY C) INSTALLE1 ALONG STEP MAIN WHERE 0 WATEF CROSSING APPROXIMATE T.O.P. ELEV= 343.43± j NEEDED R DETAIL 3 E­4 APPROXIMATE FG= 347.41± G27 Q1 ELSHFFT C10 ____ _-I- CTA 30 +37 5p,_6.00' L _ _ - - - - -- -- -- -- 1 - 2 90' BEND FIRE HYDRANT TEE-------- 1 - Y GATE VALVE STA 30 +60.533 6.02' RT APPROXIMATE EXISTING GRADE 1 - THRUST BLOCK APPROXIMATE T.O.P. ELEV =343. 5± @ ALIGNMENT CENTERLINE Y111 SEE ALSO SHEET CIO APPROXIMATE FG= 347.71± APPROXIMATE FINISHED GR E m t 0 ALIGNMENT CENTERINE RBI IN ° Fun 30 +00 31 +00 ACCESS WAY E PROFILE $ H1' =20'/V I' -5' 32 +00 H w x w L48 HOURS RE YOU DIG 424 -5555 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040- FAX:(253) 573 -DI42 w mwundenginc.com- wund®wundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT, YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMAWA 98402 TEL(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: ]HAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR: JH 7128/08 BY DATE SCALE: Y' =20' DATE: 7 130/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE C12 SHEET 12 OF 31 3RD SUBMITTAL JAN 12 2010 GRAPHIC SCALE >0 0 10 m b pp ( IN FEET ) 1 inch = 20 fL y\2 W � V1 � W TWT^ V1 SITE MAP W 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY E PLAN & PROFILE U Y ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE, BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: APPROXIMATE ALIGNMENT Cl ------ - - --I- SEPARATION OF WATER AND S1A 32 +51.87, W ® SEWER 0 CROSSING (TTP.) RIM - 346.921 rn ® SEE SHEET C19 S .35+45.48 6.00' LT 1 2' 90' BEND . _� - GATE VAL1E_._ - -- _ -_ 1 THRUST BLOCK SEE ALSO SHEET C11 _.- DRAWN: J HAUG BY QR: JH 7/28108 eY DATE SCALE: 1 " =30' APPROXIMATE FG 345.521 _ SEE SHEET 01 330 DATE: 7 /30/08 r PROJECT#: 07118. 10 M m O Lq rn SHEET NAME: i� ACCESS WAY E 35+00 36 +00 PLAN & PROFILE CALL 48 HOURS BEFORE YOU DIG 1 xW• 1- 800 - 424 -5555 E r ® 18' MIN VERTICAL Et APPROXIMATE ALIGNMENT Cl ------ - - --I- SEPARATION OF WATER AND S1A 32 +51.87, W ® SEWER 0 CROSSING (TTP.) RIM - 346.921 rn ® SEE SHEET C19 M M 33 +00 CONTRACTOR SHALL DEFLECT WATER MAIN AND RY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM 4L SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN GRADE ALONG ACCESS WAY E PLAN 2 ,• =za' - - — IE 14=343.18 12 IE T =343.18 12' - - - 5081 LF 8' WATER MAIN PPROXIMATE T.O.P. ELEV = 342531 APPROXIMATE FG= 346.071 PROXIMATE EXISTING GRADE ALIGNMENT CENTERLINE -APPROXIMATE FINISHED GRADE 0 AUGMENT CENTERLINE C19 APPR XIMATE FINISHED GROUND 0 ACCESS At A ENrSHOWN- FOR-REFERENCE- SEE-GF PLAN SHEETS C5 & C6 M M 34 +00 ACCESS WAY E PROFILE SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE IE IN= 442.39 12' IE OUT #342.39 12' 1 a w 0 w o a o a o 0 0 h EE u R z ]a/ .43/it SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253)573 -0141 www.wundengina.wm - wund @wundengim.wm PROJECT: � CREEK ROAD E MIXED U n- 350 I 2 - -- - - - - CLIENT YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEC(253)428 -0800 FAX:(253)428-8172 EMAIL: -------- -�_ - -- - --- - - - - -- 340 I E-MAIL: AHAUG @SOUNDENGINCCOM PPROXMATE T.O.P. E 342.171 APPROXIMATE FG =345.7 1 — - ELDOW w GATE VALVE---- - -- STA. 35 +33.48, .00' RT (ACCESS WAY E) STA. 28 +38.78, 03' LT (ACCESS WAY D) PPROXIMATE T.O.. ELEV= 342.011 S .35+45.48 6.00' LT 1 2' 90' BEND . _� - GATE VAL1E_._ - -- _ -_ 1 THRUST BLOCK SEE ALSO SHEET C11 _.- DRAWN: J HAUG BY QR: JH 7/28108 eY DATE SCALE: 1 " =30' APPROXIMATE FG 345.521 _ SEE SHEET 01 330 DATE: 7 /30/08 r PROJECT#: 07118. 10 M m O Lq rn SHEET NAME: M M 33 +00 CONTRACTOR SHALL DEFLECT WATER MAIN AND RY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM 4L SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN GRADE ALONG ACCESS WAY E PLAN 2 ,• =za' - - — IE 14=343.18 12 IE T =343.18 12' - - - 5081 LF 8' WATER MAIN PPROXIMATE T.O.P. ELEV = 342531 APPROXIMATE FG= 346.071 PROXIMATE EXISTING GRADE ALIGNMENT CENTERLINE -APPROXIMATE FINISHED GRADE 0 AUGMENT CENTERLINE C19 APPR XIMATE FINISHED GROUND 0 ACCESS At A ENrSHOWN- FOR-REFERENCE- SEE-GF PLAN SHEETS C5 & C6 M M 34 +00 ACCESS WAY E PROFILE SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE IE IN= 442.39 12' IE OUT #342.39 12' 1 a w 0 w o a o a o 0 0 h EE u R z ]a/ .43/it SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253)573 -0141 www.wundengina.wm - wund @wundengim.wm PROJECT: � CREEK ROAD E MIXED U n- 350 I 2 - -- - - - - CLIENT YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEC(253)428 -0800 FAX:(253)428-8172 EMAIL: -------- -�_ - -- - --- - - - - -- 340 I E-MAIL: AHAUG @SOUNDENGINCCOM PPROXMATE T.O.P. E 342.171 APPROXIMATE FG =345.7 1 — - ELDOW w GATE VALVE---- - -- STA. 35 +33.48, .00' RT (ACCESS WAY E) STA. 28 +38.78, 03' LT (ACCESS WAY D) PPROXIMATE T.O.. ELEV= 342.011 S .35+45.48 6.00' LT 1 2' 90' BEND . _� - GATE VAL1E_._ - -- _ -_ 1 THRUST BLOCK SEE ALSO SHEET C11 _.- DRAWN: J HAUG BY QR: JH 7/28108 eY DATE SCALE: 1 " =30' APPROXIMATE FG 345.521 _ SEE SHEET 01 330 DATE: 7 /30/08 PROJECT#: 07118. 10 M m O Lq rn SHEET NAME: ACCESS WAY E 35+00 36 +00 PLAN & PROFILE CALL 48 HOURS BEFORE YOU DIG 1 1- 800 - 424 -5555 SHEET 13 OF 31 3RO SUBMITTAL JAN 12 2010 zg g d GRAPHIC SCALE ( IN FEET ) I Such - 20 ft. SITE MAP a 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY F PLAN & PROFILE SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM j 0 f V 0 c .v NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK $ 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. ^' POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE 2 ACCESS WAY F PLAN L1 W E-1 51--1 W rvl V W f Z 0 in z a I d z 7a /?a /,7 n NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM S E I VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR 360 -- _..- ___. -- {{ ptAlNiAiN ASS' MIN UM-- COVERi)VEL�WATER# - AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN 333 SOUND ENGINEERING, IS STA: 40 }31.46 ACCESS WAY F , CIVIL ENGINEERS - LANG PLANNERS =STA., 20+91.44 ACCESS WAY C AT ALL TIMES. 1102 COMMERCE ST., SUITE 300 GB 1 TYPE 1 TACOMA, WA 96402 PHONE: (253) 5730040 - FAX:(253) 573 -0142 _ ___- ___._.__..__APPROXIMATE�XISTING GRADE AIM - -- - CB ,TYPE .1 -_. _- _____._._____- ___- _..____ _ -_ - -- __.___.__ _.__ -_... ___._.... ._...___. www.mundenglncwm- round @wundengi,u.wm ACCES WAY STA: 20+91.4A ACCESS WAY C ALIGNMENT CENTERLINE STA: 41 +70 7 RIM =34&76 RIM= 347.74 PROJECT: - - - - - -- IE IN= 344.42 2' IE IN= 343.87 12' CB 9 TYPE 1 w [� IE OUT =344.4 12' IE OUT- 343.87 If STA 43 +08.84 '� W MIXED O USE 350 - - - _ - - - - - - - -- _ ..____..RIM. 345,99,.. ... -_ __._ _._ a W _ IEIN 343.3112 E-MT= 343.31 }Y-- - - CLIENT: APPROXIMATE FINISHED GROUND 0 ACCESS WAY ALIGNMENT SHOWN FOR REIERENCE SEE GRADING YELM CREEK BLDG.S LLC. PLAN SHEETS C5 & C6 139 LF 12' SO 0 0.004 FT/FT ,r - 60 LF 12' SD W 240 STADIUM WAY SOUTH 00.004 FT/FT TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: FIRE HYDRANT TEE 07 °` PROPOSED 5081 LF 8' WATER MAIN STA 40+49.53, 6.00' LT 208± LF 2,0 PVC FM 304± LF 2'0 PVC FM 340 _____ —_ .___ - .- _..._- ATE- T.O.P -EIEV= 345:083.___ _ - _ _ — _____._ -____. _42+46 $.0(Y RT-- -_____ - __ PROJECT ENGINEER: JEREMY HAUL _ ___- — ___ __— ____......___._.- __..___._._ E-MAIL JHAUG @SOUNDENGINGCOM TEE w GATE VALVES APPROXIMATE FG= 34&973 I - 2' GATE VALVE 18' MIN VERTICAL STA. 20 +97.44, 6.00' LT ACCESS WAY C APPROXIMATE EXISTING GRADE 18' M14 VERTICAL SEPARATION OF WATER AND STA. 40 +25.51, 6.00' LT (ACCESS WAY F 18' MIN VERTICAL STA. 40+37.50, 6.00' RT ®ALIGNMENT CENTERLINE TEE w GATE VALVES DRAWN: J. HAUG 1 _ TEE SEPARATI OF WATER AND FIRE HYDRANT TEE SEWER 0 CROSSING (TYP.) APPROXIMATE T.O.P. ELEV = 34.5,40± SEPARATION OF WATER AND APPROXIMATE FINISHED GRADE SEWER 0 ROBBING TYP.) STA. 43 +01.44, 6.00' L BY APPROXIMATE FG= 348.85± SEWER 0 CROSSING TYP.) 2 - ' GATE VALVES 0 ALIGNMENT CENTERLINE ( STA 42 +58.99, 6.0 LT APPROXIMATE T.O.P. V= 342.56± SEE SHEET C10 ( -__ 1 - RUST BLOCK-__ - -- --_ -- - -_ -- -- �-- APPROXIMATE -FG= 348: ±-- _...___.. ._......_. ---- qR. JH 7128108 SEE LSO SHEET C10 APPROXIMATE FG =3 .62± BY DATE o ggnm ggm n� �M o� o+° n i•S .+S i " ,74 ' ,3 SCALE: 1 %20' DATE: 7130108 40+00 41 +00 42 +00 43 +00 PROJECT N: 07118.10 SHEET NAME: U3'a- WAY F ACCESS WAY F PROFILE PLANES PROFILE H1'= 2(P /V1' =5 CALL 48 HOURS BEFORE YOU DIG C14 1- 800 - 424 -5555 SHEET 14 OF 31 3RD SUBMITTAL JAN 12. 2010 GRAPHIC SCALE m 0 10 20 b dg 1 inch - 20 ft � o : 1 SITE MAP 3 1.i W 0 iL a 1 n 0 U I m µ a rn I 0 N N CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY F PLAN & PROFILE W U a E-I �w E-4Cn CIO �W W � aw SEE SHEET ClI FOR ACCESS WAY D PLAN AND PROFILE ACCESS WAY F PLAN SEE SHEET C8 ,• �, FOR ACCESS WAY D PLAN AND PROFILE NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN T ALL TIMES. APPROXIMAT EXISTING GRADE ALONG ALIGNMENT C NTERLINE APPROXIMATE NISHED GROUND 0 ACCESS WAY CB 6 TYPE 1 ---- - - - - -- AIINMNT SH EQB_REFFRFNC SEE.GRADINR STA: 39.48 - - — - - - - — - - PLAN SHEETS 5 & C6 -- ---- --..- -_ —__ -- _ -- -- A0=3 .46- -- ____ IE IN= 42.39 12' IE OUT 342.39 12' 0LF12-SD - - -' - -- _ CB /39A TY1XE 1 APPROXIMATE EXISTING GRADE ® ALIGNMENT CENTERLINE APPROXIMATE FINISHED GRADE STA 43+69.65 RIM = 346.59 0 ALIGNMENT CENTERLINE IE-IN- N= 34353. t2!- - ... _..._-- - -- ---- IE IN W= 343.07 12' IE OUT E =34307 44+00 STA 44+56.96, 6.00' LT APPROXIMATE T.O.P. ELEV= APPROXIMATE FG= 346.29± 45 +00 TO 18' MIN VERTICAL SEPARATION OF WATER AND SEWER 0 CROSSING (TYP.) ACCESS WAY F PROFILE V H1' =2C /V1' =5' 350 STA. 45 +45.48, 6.00' FIT 1 - 2 90' BEND 1 - 2' GATE VALVE r. 1 - THRUST BLOC( SEE ALSO SHEET C11-- - -- --- .. -- - - - - - -- 340 ELBOW w GATE VALVE STA. 45 +33.48, 6.00' LT (ACCESS WA F) STA. 25 +97.78, 6.00' LT (ACCESS WA D) - -- - APPROX7MAlET.QP.-ECEV=342:02 ± —.. - -- -.. -- - - -.. APPROXIMATE FG= 345.52± ^ n m a u1 � vi p 46 +00 APPROVED FOR CONSTRUCTION BY: DEVELOPMENT REVIEW ENGINEER APPROVAL ELEVATION DATUM NAW 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK j 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET, POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 L 48 HOURS E YOU DIG 24 -5555 w F oa U W _W c soo z z d SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS w LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FAX:(253) 573 -0142 w .wundengincom- sound@wundenginocom PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: L HAUG BY QR: JH 7/28108 BY DATE SCALE: 1 " =20' DATE; 7/30/08 PROJECT X: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C15 SHEET 15 OF 31 39@ SIJRPITTAL I' (N I ` ?DID rn U I m R P M a I 0 0 N cV C GRAPHIC SCALE m 0 10 m w m ( IN FEET ) 1 inch = 20 tL EXIST CATCH BASIN - RIM = 352.35 I.E. = 350.45, 12 "ADS (W) RIM = 352.06 - EXIST CATCH BASIN S RIM = 353.47 ?' I.E. = 350.04, 12"PVC (N) APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES CONTRACTOR TO VERIFY PRIOR TO ANY CONSTRUCTION EXISTING FIRE HYDRANT n _ CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF YELM, THURSTON COUNTY, WASHINGTON CREEK STREET IMPROVEMENTS PLAN & PROFILE NOTE• REFER TO THE TOPOGRAPHIC SURVEY LOCATED AS SHEET TS1 WITHIN THIS PLAN SET FOR ADDITIONAL INFORMATION AND CLARIFICATION REGARDING EXISTING UTILITIES AND OTHER FEATURES. - -� sip ET UGHT _ =351 - s- - -s - -- X0 -� -s a �- 0 -- s3 +00- - - -- 1" -- 1ELCTRICAL \ W - 0 EXIST CATCH BASIN CONTRACTOR TO SAWCUT PAVEMENT, HOT TAR SEAL RIM = 350.83 AND PROVIDE SMOOTH TRANSITION TO EXISTING I.E. = 347.49, 12 "PVC (S) ROADWAY SURFACE. COORDINATE ROADWAY REPAIR I.E. = 348.88, INLET REQUIREMENTS WITH THE CITY OF YELM EXISTING FIRES ,Z, HYDRANT -� W W 4+00 7 CB #25 TYPE 1 < STA: 3 +36.38, 21.16' RT RIM = 350.79 - -s-O 15' PROPOSED 55' TOTAL PROPOSED ROW I _. EXISTING EXIST. CATCH BASIN ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK g 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S-82-E, 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 (RAISED LID) TO BE REMOVED RIM = 348.20 LE. = 347.19, TOP INLET I.E. = 345.96, 8 "PVC (S) CONTRACTOR SHALL POTHOLE AND DETERMINE EXACT LOCATION OF WHERE STORM DRAINAGE PROCEEDS FROM CATCH BASIN PRIOR TO ANY I CONSTRUCTION AND INFORM PROJECT ENGINEER - -- -- --- 1MMEDIAnTfOR-POSSIBLE-DESIGN GRANGES. - 5 +00 STI EET R LIGHT - 3,5- -� o 6 +0 CREEK STREET T 2 STA: 6+ RIM =349. 34 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: f a � V �w o a 0 _w Cu � a o 0 a � a EXIST. CATCH BASIN RIM = 347.96 I.E. = 345.48, 8 "PVC (E) EXISTING -- �> STREET LIGHT -_C Z - 75' FL O TAPER � � 0 40 LF 12' DI 7 7 +00 0 0.004 FT/ ~ ~ NEAREST EXPANSION /JOINT TYP1- -- ce 52. / , _ �. • .°. . -.. `_� 5 `rJ /tee - . - ��S _ -. - - -- ---- ... -._ - QH -- - - - - -- - -_ - . W 40 EXISTING PRESERVE AND PROTECT EXISTING -613 3 56 °PTA EXISTING FlRE--- __.y.EXIST. CULVERT EXIST. WLV172T pSEp ,� ., 349.35 3 6 STA: 6 +7659HYDRANT < z' 35217 TO BE REMOVED TO BE REMOVED UTII. ESMT U11UTY EASEMENT HIGH TRANSMISSION POWER POLE C ") +t END JNEYf 5' CONCRETE SIDEWALK. t_L_ - - -- -- - - - - -- AFN 3078377 -- 349.45 EG - -------- - - - - -- - - -� -- - --- DURING CONSTRUCTION- - -- - -- :. - - - - � - - - " ' - ^- (BEIJO. SIDEWALK AND TIE TO o 351.67 ___ -.... I �.., - -- i' NEAREST EXPANSION JOINT TYP) PRESERVE AND PROTECT EXISTING UTILITY POLE DURING CONSTRUCTION ±352.3 ,s ' -` , - - `T r 10' EXISTING UTILITY EASEMENT AFN 3078377 EG SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 360 350 340 SEE ONSITE GRADING AND DRAINAGE SHEETS C5 - CIS CREEK STREET • PLAN VIEW SCALE: HORIZONTAL 1' =20' p na r .( Ak SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE PM STA = 3 +34.92 PM ELEV = 350.73 �- - --- --- ---.._ -_- A.D. -=- 0.93 -. --- --- ------- - --- -- - - - -- - - ----- ---- ------ N =64.68 S F5 0.00' YC < �N� cl KU � O T Z a w� ¢U gibe KJOJbep 2 ri Yi m ndn r; C21 `O €, 'r°zm m APT ROXIMATE EXISTING GRADE ALONG - AUR NMENT CENTERLINE 3 n - + N a t'a ae u�p1 -J -- --- 1.43;E- - - - - -- -- - - - - -- ��y a �II 12 mu 144X -EK -3.OB m _ _ - - -- - - - --- . - -- - -_ _...... .. ..... '- ION OF EXISTING - -- _ -- -c -- --- - -- -- - - - _ _ ,.. - T - - - - - - _ II PPROXIMATE LOCATION FlNISHED GROUND AT CREEKS EE AT 1.48 %. EX - -- -- - - - - - - -- - _- 4- - - -- - 1 "0 WATER MAIN - - -,- - - - - - --- - RIGHT FLOWLINE 220' RT � � -_ _ __ ___ __ ------------------ __ � -_ ____ -------------------------------- ___ _ _ _ ____ __ __ _ -_ _ _ _ - - - - - - - - APPROXIMATE LOCATION OF EXISTING _ 'rte EXIST. CD TYPE 1 "0 SANITARY PRESSURE MAIN -- -- - - -- _ CB 4 TYPE 1 - - -- -- CB 1 TYPE 1 CB 25 TYPE 1 STA: 3 +50.39, 16.0( )T- - - STA: 6 +69.18, 15.79' R STA +41.37, 2116' RT RIM - 350.83 - - - - - -_- - -- - - - - -- ------ - - - -_- 2 TYPE 1 STA: 3 +36.38, 21.i6P RT RIM= 349.06 EXIST. CB TYPE 1 RIM 208_ RIM =1Sa� - _- _- ________ IE- 347.49 12 "PVC S A:_ 6 +2'9.51, 18.44' RT - -__ -_ ---._.-- ------------- - - -1E= 16 ___........- - - -- _ .-- -- - - -- - - -- - - -_� - - _. _- ___IE =3 43- -_ __ -- ____�TA.._Z +39:72, 19.75 LT _ -- • IE- 348.54 IE- 348.88, INLET 34916 -- -- _�- -- - - -- -- - - APPROXIMATE EXISTING GRADE APPROXIMATE EXISTING GRADE i IWT46.2712' RIM = 347.96 ® CREEK STREET CENTERLINE @ CREEK STREET CENTERLINE _346.27 12' IE= 345.48, 8 "PVC (E) APPROXIMATE EXISTING GRADE FINISHED GRADE 0 EAST ® CREEK STREET EAST __- --- - - - -- ---- ftOWtttNE -- -- -- - - -- -- - - - -- -- - -__ -. - -_- ci CA FLOMLINE "'i � '"' n ""; n � � � e�S ✓�T '� v5 ,*i i�S � r�i n .yin n r3 2 +00 3 +00 4+00 1 ,, CREEK STREET - PROFILE VIEW SCALE: HORIZONTAL 1' =20' VERTICAL 1' =5' 5 +00 ri 41 7 +00 101 D3 /I; 360 S E I SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (153) 5730010. FAR:(253) 573 -0142 w"mundenginc.com - sound @soundenginc.com PROJECT: 350 CREEK STREET MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428-0800 FAX:(253)428-8172 EMAIL: 340 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: ].HAUG BY QR: JH 7128108 BY DATE SCALE: Vz20' DATE: 7 /30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD CALL 48 HOURS PLAN & PROFILE BEFORE YOU DIG 1 G 1- 800 - 424 -5555 1 V SHEET 16 OF 31 3FDS118uITTAL 'TN 12 2010 2 +00 3 +00 4+00 1 ,, CREEK STREET - PROFILE VIEW SCALE: HORIZONTAL 1' =20' VERTICAL 1' =5' 5 +00 ri 41 7 +00 101 D3 /I; 360 S E I SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (153) 5730010. FAR:(253) 573 -0142 w"mundenginc.com - sound @soundenginc.com PROJECT: 350 CREEK STREET MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428-0800 FAX:(253)428-8172 EMAIL: 340 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: ].HAUG BY QR: JH 7128108 BY DATE SCALE: Vz20' DATE: 7 /30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD CALL 48 HOURS PLAN & PROFILE BEFORE YOU DIG 1 G 1- 800 - 424 -5555 1 V SHEET 16 OF 31 3FDS118uITTAL 'TN 12 2010 GRAPHIC SCALE m o 1g ga 40 4M1 ( IN FEET ) 1 inch = 20 tt CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CREEK ROAD CHANNELIZATION PLAN CREEK STREET CHANNELIZATION PLAN STA: 2 +30.09 REMOVE EXISTING DOUBLE YELLOW CENTER LINE TO THE NORTH, BEGIN NO PASS LINE �.� EXIST 10' 10' TWO WAY LEFT �. D +oo TURN LANE 1 1 +00 11URN LANE 4+00 N 0 REMOVE EXISTING EXIST 12' T STA: 1 +28.69, 10.00' RT--' TRAVEL LANE BEGIN NEW YELLOW NO PASS - - - -- - -- -LINE AND TNIO WAY L€FT TURN LANE EXTEND EXIST LINE FROM THE SOUTH 1 -- - - - - -- -- - - - -- C29 - -- rnr=1i �Tnl REMOVE EXISTING 2 +00 En � 5 +00 CREEK STREET s +00 '3�"' 1 j TWO WAY LEFT xZ __ -- nAND � QIOVE -El (/3 ...--- _ -- -- -TR- - --.. may - -- - -- -TR -- �]+ --- -- -- -- -- C71 O STA 5 + _ - - _ _ - - - - - PI YELLOW NO _ _ _ 1 a _ TWO WAY -__ _ ____ No ALL ROADWAY ARROWS ARE TO BE THERMOPLASTIC INSTALLATION PLACEMENT PER WSDOT STANDARD PLAN M- 3.40 -00, AND CITY OF YELM TRAFFIC DEPT. APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL ELEVATION DATUM AN VD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 C CREEK STREET 10' TWO WAY LEFT O 3100 11URN LANE 4+00 L E- E- u) - - -" - " "- ----- _-- _ -__ -- -. - - - -- --TRAVEL REMOVEF190STING- CHANNElt2ATTON�_.. t � u) REMOVE- CFIANNELIYA110N LANE- W - — — —6a -- — I a! 15' PROPOSED -� -- -- -- -"° 6co Jm DEDICATED ROW - - - -- -- -- -------------------- ------- -------------- - - - - -- STA: END EDGE LINE I - - - - - -MATCH EA STA: 7 +12.85 END NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN LINE - T - - - - 150' TAPER 7+00 12 TRAVEL LANE 78.73, 16 SOLID LANE LINE TO'TFI TR 1 C29 STA: STA 7 +38.33, 12.0' RT- END EDGE LINE AND SOLID LANE LINE MATCH EXISTING TO THE NORTH 9 —0— -I I - EXIST 12' TRAVEL LANE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 z a 8 V Q o 0 z s z SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5330040, FAX:(253) 5730142 www.mundengin[.wm . soundOwundwginc.cam CREEK ROAD MIXED USE CLIENT: YELM CREEK EILDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC COM DRAWN: VERONICA S15SECK BY QR: JH 7/28/08 BY DATE SCALE: 1' =20 DATE: 7 /30/08 PROJECT k: 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN C17 SHEET 17 OF 31 3PI)SUBPtTTAL -IAN 12 2010 • c 1^ I c n it hi:a �Ila! — ® : , , , �� , • I J I, � ' •LA 1 . • m I: No mi.: I � � 'I < -. - -- _ ---- ._ - -._ • 1 :tee. 1 - • 1 ��. ,. , . ,tal�� SIZED BY SPRINKLER DESIGNER (TYP.) liLl SEE SIZING TABLJE THIS S .0 1 1 1 D ' _ Ilfa�m}���I ,...1 1 1 � ' ���! � � �����I�.:'- �_ -._._ - - -- - ' � _... ___�,l '_���. � ��o�l ����.� •� a : °iei °:.:".�ei i �� i� �I COMMERCIAL isi BUILDING - r 136-05 FOR DESIG N 1 ♦e111e..... i i I ' , �� ee°1e11e ♦ ♦'ei ' ►1 °e °. °1 °1 °1 °11e °eeee I ® ►4e ° °� °. °O °off � o� —'I - ►141 /era.. R� ,p gfus''sgiai, ►eeJe ♦eeeelgo ' ' � ' ' ' 1 ■ I ee °e °e °� o � °11. °. °1�' II aaaa° Pj�_ �_ .e eeeeel♦ n n �_ "x z �II � � .e ♦e11we��� ., leii�iei °i °i°.1• _ ♦e11111♦ 1• rele/eeeee♦ ♦ ♦1 ♦eele +�i� b I, , eeee1 ♦eesalei eoe♦ ♦1e4 �'� ♦eele.w•.�.or � • - ♦eel♦ •..v. ►Oe11 1°e lee ♦1i� i - COMMERCIAL '1e♦ ♦♦ ♦ee4 ., ►e1♦ 1e ♦ . Y BUILDING 2 MIMMUfflek �e ♦ ♦eeia ®-o��5 eee♦ ♦♦ I I ,' TRENCH & • ��j(���'i BEDDING ' /lice♦ - 1' -� �� - 1 _��•. �1 CIVIL ENGINEERS 1 . 1 „ TACOMA, WA 98402 ,' "I:� -- - 1 .0 ��, -- •7 1 �1 IAA_ I —___. PHONE , . ' � Y�.�� t! � i • -. � 1 P 1 T 1' _ 1 1 ip 1! 1 1' 1. 7. - - -. , I __ __ � ��.. -_ -_.. i He CREEK ROAD MIXED USE ' , , 1 1 , 1 1 , 1 '_��� FM YELM CREEK 1 STADIUM SOUTH ' +••'I '•1'1 1 ', . .. �•e\ 428-0800 i , Q 1 M '1 1• • 1 • 11 I 1,1 I.: 4i 1 k6I1 �: I 4 : llil PROJECT 1 E-MAIL: 1 1 / DRAWN: BY FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY'NFPA 13', ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT UMITED TO ACQUISITION OF ALL PERMITS. POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE (IN) A 279 11, 2 B 162 11, 2 C 222 111' 2 D 312 2 2 E 444 2 2} F 348 2 2 G 120 1 }' 2 H 330 2 2 1 222 1 }• 2 J 348 2 2 REC 40 1 1 CDMM 162 N/A 2 2 MAIN SEE SHEETS C7 -Cl6 QR :� 8 DATE ELEVATION DATUM NAVD 88 SCALE: 1 " =30' (NAVD 88 - 3.42• = NGVD 29) DATE: 7131/08 '- I ---- - - - - -- THURSTON COUNTY PUBLISHED BENCHMARK Y 784A PROJECT #: 07118.10 - - - - FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK Fla. — —S— — —FE �+a25 STREET. POINT FALLS IN CENTER OF SIDEWALK. (5 -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. SHEET NAME: '-- �APPROX. LOCATION OF FROM CENTER OF BALI) HILL RD. WATER PLAN _ -- -- EXISTING WATER MAIN ELEVATION = 359.66 CONNECTION TO EXISTING 8' WATER MA CALL 48 HOURS C26 BEFORE YOU DIG C 1 V TRENCH PAVEMENT RESTORATION SEE DETAIL Q 1- 800 - 424 -5555 C21 SHEET 18 OF 31 i nn cuo"ITTAI ,nl, 2n1n rn 3 v N i C 0 c 0 FF N [V I 0 N GRAPHIC SCALE CREEK ROAD MIXED USE s I e 6 ,o . A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. i CITY OF YELM, THURSTON COUNTY, WASHINGTON i P 1 inch =B0'IL S.T.E.P. SEWER PLAN 7 STEP TANK J EAST GLASS - - _ _ _ _ STEP TANK J WEST FIB A. ELEVATION DATUM 7HURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AWE. BALD HILL ROAD & CREEK STREET. POINT FALLS IM CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 Hssco RIM: I PROP. 0 JV W �+ V £ d' 8 -6K FIBERGLASS - (IN1 = 344.08 rs � I , SEE DETAIL TYP.) TIE IE (OUT 345. EE s� - -► � N �■ N D BE LOCATED WITHIN 50' BUILDING G W W W 6' W IE IN = 343.61 27. TE TANK I (TYP. ALL TANKS) 9TRICAL GUN = 341,83 FF= 347.21 SSCO 11 STEP TANK H = 343.58 ! \ - 6'IE= 342.21 BUIL ING J 6K Fl B GLASS 6- IE (IN) = 343.05 PANE 1 FOR STEP T K PUMPS (TYP.) I SSCO BUIL ING I G RIM: MATCH BUI TANK D PROP. FG (TYP) _: FF= 9.74 2' IE (6u7 = 344.80 G2 FF= 48.60 STA. 35 +45.48 6.00' LT ACCESS WAY E 55FI FI BERGLASS Ei FF= ! J) �^ o S STA. 28 +50.78. 6.00' RT (ACCESS WAY D) ff I 6' IE (IN) = 342.62 349.24 6 - (� J SSCO R M =� 349.24 SSC RIM ,= 348,10 it ! 1 \ 6' IE (OUT) = 34137 TANK 3 1 N \ IM 35152 IE 343.94 6 IE = 3 3 6' I = 343.35 / 4K FIBERGLASS / 8 I C -RD . RD D 6' IE (IN) = 342.12 + ( F :R 2' IE (OUT) = 343.87 ) • r s 47. -, .. - +•a" ,III. :'. -' U 6,' COMMERCIAL _- 1 I ss�o BUILDING I I 3 +0o Hssco RIM: I PROP. 0 JV W �+ V £ d' 8 FF= 351.55 _ __ _ FM . , - - - - - - IL _ _f _ l _ L` _ _ - A l - z' 90' BEND o SSCO 3 CC' ,,nnII,w�V ,, G 34+00 FM ° - 2' GATE VALVE SC 7 RIM = 351.52 W-$. �YtitW W, r'n 1. \ . 1 _THRUST BLOCK 6' IE = 347.80 - - - - - - - - MM 1 - - - _...STEP- TANK_CO.. -- W i" • • z 40' I L SETANK ETAIL O 27. ti Al i 2' 90' > .71 _ >< _ I T i A R i D RD a I L \ s 6K FIBERGLASS �. PB .... ; - 6 - = R9 I - - - - - - - U • -L I ' 6' IE (IN) = 345.75 Q �. • '" .. � (OUT) � 1 n - lE = 345.50 D _ I c5 STA 13 +9.931, 6.00 RT c0 TANK 2 3 I STEP TANK F EAS SSC 2 I . dl,1-354.5 ( e.. 6K FIBERGLASS - 6 ( K F WES END OF NE CO a • - I 1 / i I 1 RIM = 47.40 STEP T N $S BERGLASS SSCO STA 0.51, 6.00' LT \ 11 I ` 16' � " SERE DETAIL TYP. � 6' IE (IN) = 345.25 _ U FF- 350.05 85 � FlB R 1 I C2B _..2�'_IE.. (OUT)-mm d47.D0.. fi' IE IN) = 343.74 RIM = 3 .76 RIM t U IE 03 6' I (IN) = 34259 J I I I SSCO I 1 / I a 2' IE (OUT) =345.49 g• I (OUT) = 342.3 6' IE = 43.00 SEE IL (TYP.)� CARPORT CARPORT a' i' C2 . I 1 RIM = 351.52 TYp V I FF= 350.05 FF= 49.37 UILDING F F \ = 7.87 1 / I I W II3 TEp TAN E N 6' IE = 347.80 "� BFIN) = 3 / I 4K Fl ASS i n 1 (IN) = 3a2.os F- 349.37 FF I 1 •. w �af„ : .52 2' IE (OUT)F= 344184 - I 6` IE (N) 341.72 as IM z tiY to I ' 6" IE = 347.80 SEE DETAIL (TYP) 27 BUILDING D TANK 1 e (fie 4 u-i IM = 351.52 / Lf s 4K FIBERGLASS FF= 348.65 q?� Lu ( I Q .' IE - .3¢7.8 I 1 j : BUILDING A s• IE (IN) = 344.65 1 I t 1113 I I I / I _ 1.55 e' IE (OUT) = 344.40 = s7, sn s7, .i SSLO • ''. "'.: AA N I 4K FIBERGLASS I ( I SSCO I 6' IE (IN) = 344.15 / ca COMMERCIAL °` U A 1 RIM = 350.95 1 z' IE OUT = 345.90 ssco z - U I n l BUILDING E I Q I fi' IE = 345.90 • '. RIM = 349.15 ' BUILDING #2 s• IE = 342.90 a �'' FIBERGLASS -/I FF= 347,95 I i �' . " � • ' � � � - IE IN = 34219 •,: ,• •• _ - -FF =351.55 •z -s I a I i/ 'I 6 IE (OU I D• HO lU ( T) = 341.94 I SSCO 13 �`l Gp�, - � � ssco FF= 351.55 � BUI DING B BUIL ING C � � I \ /' I I APPROXIMA 1 ,�..:. i - `�` r . ' F- 1 I I :: RIM = 347.40 O0.sd. RIM - 351.52 I SSC 1j� a LOCATION o ; ! \ I v -I .: FF= 49.66 RIM = 34.72 C Fl (IN) 3 1 1 2 6' IE = 347.80 I F - 48.23 � _ / ES' 6' IE = 342.3 �+• + I I \ -� / 342.70 TYPICAL HO SHALL IE (IN) = 341.69 EXISTING 4" w I ) i i N RIM = 351.52 I S P TANK B ! BE LOCATED THIN 50' ' IE (OUT = 343.44 I I E DETAIL M�� -1'I E SOUTH 1� STEP LINE I-- t I \ 5K BERGLASS YQ - SSCO 14 6' IE - 347.8 �/ _ OF PUMP END OF TANKS I I 1 SEE DETAIL (TYP) 1 �. \ _ 6' IE (IN) = 342.63 I 1 I 1 I � RIM = 350.44 STEP TANK COMM 2 ' 2' IE (W = 344.38 TYP. ALL TANKS SSCO - \/ I - fANK-I- 27. wv I I 6' IE = 345.90 , _. _. TANK ..1 -.._.. _.. _.. r _ _ I IM = 348.08 SK FIBERGLASS 7oxtit ' 6K FIBERGLASS Fy U I I 1 I e STEP TANK C m 6' IE = 342.58 ' . / /, I I I I / I = 6' IE (IN) = 345.75 IT"- _: .. _ v: . ... ,.,. . I K ER $ I a E LOUT) = 341.3 1011 4 Z T - - .. -'- -- ` -•-� -- - h18EROLA�S _ • ,. 6' lE IN = 341.62_ I 1 / TATS rn I I¢0 I 6' IE (OUT) = 345.50 U t` - - - IE IN =342.- 1 BK RBERGLASS - -._ -- . > c I I _ 2' IE (OUT) 344.1 d • _+. 2' IE OUT) 4K FIBERGLASS - I I _ > c IQ Jt [ V / I / \ I 6' IE IN = 341.58 6' IE (IN) = 345.25 - _ C C I 2 IF OU = 3 • _I - -� _ ul 2' IE (OUT) - 34200 .: 41+00 W - 42 +00 - C 'CAR 0 BO S' d W W W43 +00 KIM 4 1 S E TOO MUS H- AVID .._ -SSCO 11. _ W W W 45 BB \ ? RIM = 347.40 $E RIM = 351.52 Q '3 FM ---- , ---- -� FMM� FM W 6- IE = 342.08 SOUND ENGINEERING, INC. g 6- IE = 347.80 . , 2081 LF 2.0 PVT: FM SEE SHEETS C7 -18� F F i 2K - CML ENGINEERS N LAND PLANNERS 12 I I I I I I I I 5T 42 46 6 0 RT} lf.YO PVC -` - '' ONN CTION 1102 COMMERCE ST., SUITE 300 .85 IM = 351.52 STA. 20 - 37.43, 6.00' RT ACCESS WAY C I I / TACOMA WA 98402 1 z• TE ELE Ic c TR MIT � � a � � I STA. a0 +37.50, 6.00 RT ACCESS WAY F I - fi' IE = 347.80 / I EL FOR $ T F $TA 45+ ONEndengl1am- morid6mundengd141 .: ' sou g .com sound ®soon g .wm • .. , CO 3 a. 2 - 2' ATE VALVES 1 P MPS ( ) STA. 25 +85.78, 6.00 RT ACCESS WAY D) / / PHONE: TYPICAL PIPE TRENCH _ r n en inc tlen inc ( I 6' IE = 347.80 . A .:... 3' CREASER „ . r. ,. ' ., 1 - 2' GATE E AD VE PROJECT: THRUST B o K CREEK ROAD ® w W W ' ; -SD SSCO 15 P OL MIXED USE -�. _ T 53+00 54+00 I'� - SD RIM - 3425 IN ,F ____ ESS W A 55 +00 `�SD_56y&9_____ -SD SD STEP T iK R C 6" IE = 342.72 CLIENT: 1441 LF 3' FM FM - +- -D 2K E cLgs REC /OFFICE BLDG w I i" I - 6' IE IN) = 342.36 YELM CREEK BLDG.S L-C. I 3078377 _ • IE (ouT) = 344.11 FF= 347.75 240 STADIUM WAY SOUTH _.�. T • 'yY� - - W 0800 - _ ^�� ��1""� - _- -- - - ._ .__ TEL: (2 3)928 FAX: (253) 428-8172 8402 g � PROPOSED CONNECTION TO EXISTING 4' STEP UNE I STA. 52 +80.97 6.00 RT ACCESS WAY A) � -- � -- - -- )' + - STA. 2 +35.13, 7.61' LT STA. 51 +37.46, 6.00' RT (ACCESS WAY Al STA. 20+16, 6.00' RT (ACCESS WAY C) z 1 - 4'x3• SADDLE TAP (LIVE TAP) STA. 1D+- 44.28, 6.00' RT (ACCESS WAY B) 1 - 3' 90' BEND v, 1 - 3' GATE VALVE 1 - 3' X pL TEE 1 - THRUST BLOCK 1 PROJECT ENGINEER: JEREMY HAUG I 1 - THRUST BLOCK 1 - 2' GAF VALVE e 3 /� �� /S .S }17, U2-1<% PEE L 1 m(�•T�.� i^� I'iEN EV ECZ- , E-MAIL: )HAUG @SOUNDENGINC.COM CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND SEE DETAIL (TYP.) I_' VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR 1- THRUST BLOCK C28 I I �p55W61 -t B`i STTLAIG:tiiFnllNl+' YviAWLI,J� �co/ -4'k/ �a C TO CONSTRUCTION, IF LOCATION DIFFERS FROM WHAT �, I ��S•r 6r IS SHOWN CONTACT THE PROJECT ENGINEER ��cm- N' I1- hY b m DRAWN: P. HEUER BY IMMEDIATELY FOR POSSIBLE DESIGN I CHANGES 3" Oak& QR: JF 72TE8 o D� " SEWER PIPE MATERIALS & COVER NOTE � 7,2 KEY KS 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: I ' sTuas 3 A. ALL PIPE LESS THAN 2'4 SHALL BE SCHEDULE 40 PVC DESIGNED FOR / _� I 1 SCALE: V -30' OUTLINE OF BUILDING(S) TRIBUTARY TO SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. I DATE: 7.30.08 SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2.0 OR GREATER SHALL BE PVC IPS 1120 SDR 21 CLASS - - - - - -- s I I PROJECT #: 07118.10 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH -� *So lP\ BUILDING GROUP LABEL. ASTM D 1784, AND HAVE A WORKING PRESSURE RATNG OF 200 PSI. - -- - - -- 351- -- -�- - -- �5� oSTUE C. 2 °4 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR - - --1-- - - - -. W)' i� 3 �, O i- - -- -- SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. - -� �� -- -S 2. ALL SEWER I;ORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. S - - - -g- .- - -S - -x4. STEP TANK ELECTRICAL NOTE _~ : I_ EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRANTY' SIDE SEWERS LINES SHALL BE 6'0, HAVE A MINIMUM SLOPE -r - _r- - -wv W - - - -- - tOffli�lw'QV£ --- - i F- -W -- ",'v'� _ 5\= CALL 48 HOURS (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 FT /FT, AND SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE __ - - _ -- _ - - - -�_ IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL. GASKETED OR SOLVENT WELD JOINTS. _ -- - -- - -�- ` �- - -._ ` I K BEFORE YOU DIG 4. ALL FITTINGS; FOR PIPE 2° AND LARGER SHALL BE RUBBER RING GASKET _ I -�� -_ \� _ L� 1 -pOO- 424 -5555 PVC 1120 COMPLYING WITH ASTM F 477. ' SHEET NAME: S.T.E.P. SEWER PLAN C19 SHEET 19 OF 31 1VI?SIIHA?IIIML .INN 17 CUIU 0 rs � TYPICAL HOSE BIB SHALL EE _ - -i BE LOCATED WITHIN 50' BUILDING G OF PUMP END of TANKS 'ASS (TYP. ALL TANKS) = 341,83 FF= 347.21 SSCO 11 = 343.58 ! \ RIM = 346.66 6'IE= 342.21 I SSCO G RIM: MATCH D PROP. FG (TYP) _: STA. 35 +45.48 6.00' LT ACCESS WAY E Ei i� �^ o STA. 28 +50.78. 6.00' RT (ACCESS WAY D) FF= 351.55 _ __ _ FM . , - - - - - - IL _ _f _ l _ L` _ _ - A l - z' 90' BEND o SSCO 3 CC' ,,nnII,w�V ,, G 34+00 FM ° - 2' GATE VALVE SC 7 RIM = 351.52 W-$. �YtitW W, r'n 1. \ . 1 _THRUST BLOCK 6' IE = 347.80 - - - - - - - - MM 1 - - - _...STEP- TANK_CO.. -- W i" • • z 40' I L SETANK ETAIL O 27. ti Al i 2' 90' > .71 _ >< _ I T i A R i D RD a I L \ s 6K FIBERGLASS �. PB .... ; - 6 - = R9 I - - - - - - - U • -L I ' 6' IE (IN) = 345.75 Q �. • '" .. � (OUT) � 1 n - lE = 345.50 D _ I c5 STA 13 +9.931, 6.00 RT c0 TANK 2 3 I STEP TANK F EAS SSC 2 I . dl,1-354.5 ( e.. 6K FIBERGLASS - 6 ( K F WES END OF NE CO a • - I 1 / i I 1 RIM = 47.40 STEP T N $S BERGLASS SSCO STA 0.51, 6.00' LT \ 11 I ` 16' � " SERE DETAIL TYP. � 6' IE (IN) = 345.25 _ U FF- 350.05 85 � FlB R 1 I C2B _..2�'_IE.. (OUT)-mm d47.D0.. fi' IE IN) = 343.74 RIM = 3 .76 RIM t U IE 03 6' I (IN) = 34259 J I I I SSCO I 1 / I a 2' IE (OUT) =345.49 g• I (OUT) = 342.3 6' IE = 43.00 SEE IL (TYP.)� CARPORT CARPORT a' i' C2 . I 1 RIM = 351.52 TYp V I FF= 350.05 FF= 49.37 UILDING F F \ = 7.87 1 / I I W II3 TEp TAN E N 6' IE = 347.80 "� BFIN) = 3 / I 4K Fl ASS i n 1 (IN) = 3a2.os F- 349.37 FF I 1 •. w �af„ : .52 2' IE (OUT)F= 344184 - I 6` IE (N) 341.72 as IM z tiY to I ' 6" IE = 347.80 SEE DETAIL (TYP) 27 BUILDING D TANK 1 e (fie 4 u-i IM = 351.52 / Lf s 4K FIBERGLASS FF= 348.65 q?� Lu ( I Q .' IE - .3¢7.8 I 1 j : BUILDING A s• IE (IN) = 344.65 1 I t 1113 I I I / I _ 1.55 e' IE (OUT) = 344.40 = s7, sn s7, .i SSLO • ''. "'.: AA N I 4K FIBERGLASS I ( I SSCO I 6' IE (IN) = 344.15 / ca COMMERCIAL °` U A 1 RIM = 350.95 1 z' IE OUT = 345.90 ssco z - U I n l BUILDING E I Q I fi' IE = 345.90 • '. RIM = 349.15 ' BUILDING #2 s• IE = 342.90 a �'' FIBERGLASS -/I FF= 347,95 I i �' . " � • ' � � � - IE IN = 34219 •,: ,• •• _ - -FF =351.55 •z -s I a I i/ 'I 6 IE (OU I D• HO lU ( T) = 341.94 I SSCO 13 �`l Gp�, - � � ssco FF= 351.55 � BUI DING B BUIL ING C � � I \ /' I I APPROXIMA 1 ,�..:. i - `�` r . ' F- 1 I I :: RIM = 347.40 O0.sd. RIM - 351.52 I SSC 1j� a LOCATION o ; ! \ I v -I .: FF= 49.66 RIM = 34.72 C Fl (IN) 3 1 1 2 6' IE = 347.80 I F - 48.23 � _ / ES' 6' IE = 342.3 �+• + I I \ -� / 342.70 TYPICAL HO SHALL IE (IN) = 341.69 EXISTING 4" w I ) i i N RIM = 351.52 I S P TANK B ! BE LOCATED THIN 50' ' IE (OUT = 343.44 I I E DETAIL M�� -1'I E SOUTH 1� STEP LINE I-- t I \ 5K BERGLASS YQ - SSCO 14 6' IE - 347.8 �/ _ OF PUMP END OF TANKS I I 1 SEE DETAIL (TYP) 1 �. \ _ 6' IE (IN) = 342.63 I 1 I 1 I � RIM = 350.44 STEP TANK COMM 2 ' 2' IE (W = 344.38 TYP. ALL TANKS SSCO - \/ I - fANK-I- 27. wv I I 6' IE = 345.90 , _. _. TANK ..1 -.._.. _.. _.. r _ _ I IM = 348.08 SK FIBERGLASS 7oxtit ' 6K FIBERGLASS Fy U I I 1 I e STEP TANK C m 6' IE = 342.58 ' . / /, I I I I / I = 6' IE (IN) = 345.75 IT"- _: .. _ v: . ... ,.,. . I K ER $ I a E LOUT) = 341.3 1011 4 Z T - - .. -'- -- ` -•-� -- - h18EROLA�S _ • ,. 6' lE IN = 341.62_ I 1 / TATS rn I I¢0 I 6' IE (OUT) = 345.50 U t` - - - IE IN =342.- 1 BK RBERGLASS - -._ -- . > c I I _ 2' IE (OUT) 344.1 d • _+. 2' IE OUT) 4K FIBERGLASS - I I _ > c IQ Jt [ V / I / \ I 6' IE IN = 341.58 6' IE (IN) = 345.25 - _ C C I 2 IF OU = 3 • _I - -� _ ul 2' IE (OUT) - 34200 .: 41+00 W - 42 +00 - C 'CAR 0 BO S' d W W W43 +00 KIM 4 1 S E TOO MUS H- AVID .._ -SSCO 11. _ W W W 45 BB \ ? RIM = 347.40 $E RIM = 351.52 Q '3 FM ---- , ---- -� FMM� FM W 6- IE = 342.08 SOUND ENGINEERING, INC. g 6- IE = 347.80 . , 2081 LF 2.0 PVT: FM SEE SHEETS C7 -18� F F i 2K - CML ENGINEERS N LAND PLANNERS 12 I I I I I I I I 5T 42 46 6 0 RT} lf.YO PVC -` - '' ONN CTION 1102 COMMERCE ST., SUITE 300 .85 IM = 351.52 STA. 20 - 37.43, 6.00' RT ACCESS WAY C I I / TACOMA WA 98402 1 z• TE ELE Ic c TR MIT � � a � � I STA. a0 +37.50, 6.00 RT ACCESS WAY F I - fi' IE = 347.80 / I EL FOR $ T F $TA 45+ ONEndengl1am- morid6mundengd141 .: ' sou g .com sound ®soon g .wm • .. , CO 3 a. 2 - 2' ATE VALVES 1 P MPS ( ) STA. 25 +85.78, 6.00 RT ACCESS WAY D) / / PHONE: TYPICAL PIPE TRENCH _ r n en inc tlen inc ( I 6' IE = 347.80 . A .:... 3' CREASER „ . r. ,. ' ., 1 - 2' GATE E AD VE PROJECT: THRUST B o K CREEK ROAD ® w W W ' ; -SD SSCO 15 P OL MIXED USE -�. _ T 53+00 54+00 I'� - SD RIM - 3425 IN ,F ____ ESS W A 55 +00 `�SD_56y&9_____ -SD SD STEP T iK R C 6" IE = 342.72 CLIENT: 1441 LF 3' FM FM - +- -D 2K E cLgs REC /OFFICE BLDG w I i" I - 6' IE IN) = 342.36 YELM CREEK BLDG.S L-C. I 3078377 _ • IE (ouT) = 344.11 FF= 347.75 240 STADIUM WAY SOUTH _.�. T • 'yY� - - W 0800 - _ ^�� ��1""� - _- -- - - ._ .__ TEL: (2 3)928 FAX: (253) 428-8172 8402 g � PROPOSED CONNECTION TO EXISTING 4' STEP UNE I STA. 52 +80.97 6.00 RT ACCESS WAY A) � -- � -- - -- )' + - STA. 2 +35.13, 7.61' LT STA. 51 +37.46, 6.00' RT (ACCESS WAY Al STA. 20+16, 6.00' RT (ACCESS WAY C) z 1 - 4'x3• SADDLE TAP (LIVE TAP) STA. 1D+- 44.28, 6.00' RT (ACCESS WAY B) 1 - 3' 90' BEND v, 1 - 3' GATE VALVE 1 - 3' X pL TEE 1 - THRUST BLOCK 1 PROJECT ENGINEER: JEREMY HAUG I 1 - THRUST BLOCK 1 - 2' GAF VALVE e 3 /� �� /S .S }17, U2-1<% PEE L 1 m(�•T�.� i^� I'iEN EV ECZ- , E-MAIL: )HAUG @SOUNDENGINC.COM CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND SEE DETAIL (TYP.) I_' VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR 1- THRUST BLOCK C28 I I �p55W61 -t B`i STTLAIG:tiiFnllNl+' YviAWLI,J� �co/ -4'k/ �a C TO CONSTRUCTION, IF LOCATION DIFFERS FROM WHAT �, I ��S•r 6r IS SHOWN CONTACT THE PROJECT ENGINEER ��cm- N' I1- hY b m DRAWN: P. HEUER BY IMMEDIATELY FOR POSSIBLE DESIGN I CHANGES 3" Oak& QR: JF 72TE8 o D� " SEWER PIPE MATERIALS & COVER NOTE � 7,2 KEY KS 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: I ' sTuas 3 A. ALL PIPE LESS THAN 2'4 SHALL BE SCHEDULE 40 PVC DESIGNED FOR / _� I 1 SCALE: V -30' OUTLINE OF BUILDING(S) TRIBUTARY TO SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. I DATE: 7.30.08 SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2.0 OR GREATER SHALL BE PVC IPS 1120 SDR 21 CLASS - - - - - -- s I I PROJECT #: 07118.10 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH -� *So lP\ BUILDING GROUP LABEL. ASTM D 1784, AND HAVE A WORKING PRESSURE RATNG OF 200 PSI. - -- - - -- 351- -- -�- - -- �5� oSTUE C. 2 °4 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR - - --1-- - - - -. W)' i� 3 �, O i- - -- -- SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. - -� �� -- -S 2. ALL SEWER I;ORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. S - - - -g- .- - -S - -x4. STEP TANK ELECTRICAL NOTE _~ : I_ EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRANTY' SIDE SEWERS LINES SHALL BE 6'0, HAVE A MINIMUM SLOPE -r - _r- - -wv W - - - -- - tOffli�lw'QV£ --- - i F- -W -- ",'v'� _ 5\= CALL 48 HOURS (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 FT /FT, AND SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE __ - - _ -- _ - - - -�_ IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL. GASKETED OR SOLVENT WELD JOINTS. _ -- - -- - -�- ` �- - -._ ` I K BEFORE YOU DIG 4. ALL FITTINGS; FOR PIPE 2° AND LARGER SHALL BE RUBBER RING GASKET _ I -�� -_ \� _ L� 1 -pOO- 424 -5555 PVC 1120 COMPLYING WITH ASTM F 477. ' SHEET NAME: S.T.E.P. SEWER PLAN C19 SHEET 19 OF 31 1VI?SIIHA?IIIML .INN 17 CUIU M N 0 0 0 GRAPHIC SCALE 20 0 10 3o b 80 ( IN FEET ) 1 inch = 20 It CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. STORM DRAINAGE FACILITY DESIGN P1=%lATION DATUM APPROVED FOR CONSTRUCTION BY DATE:. _ DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 18" ADS N -12 C8#13 TO CB #14 NAVD $8 HIGH FLOW BYPASS (NAVD E38 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET, POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FRON_1 S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 12" ADS N -12 CB #4 TO STORMALTER FRAME & LADDER OR STEPS GRATED LID OFFSET. SEE NOTE �MARKE "DRAIN" WITH RIM ELEV. = 346.13 LOCKING G BOLTS. 18 "0 DROP TEE INLET 3 BOTTOM ELEV.= 339.80 (W /GRATE) 6" MIN:-- - uacNETrc TOP ELEV.-342.50" MIN. CONTROL ROD FOR CLEANOUT /DRAIN. ROD BENT AS REQUIRED FOR VERTICAL 1 ALIGNMENT WITH COVER. MESH SCREEN 1" x 1" a �< ° o • o '- X BAND SCREEN TO PIPE N OVERFLOW STANDARD GALVANIZED STEEL OR ALUMINUM - - ` PIPE SUPPORT (2 EACH) LADDER/STEPS. C20 _ 18" ADS N -12 CB 42 TYPE 2-48" � I _ � %' � - � �(G W DOWNTURNED ELBOW # TO # 8" RISER PPE l.� CB 12 CB 13 1 R I RIN! .41 2 -' - -- - -" - - - - -1 - -- - SEE DETAIL 4 SEE DETAIL 4 C20 d A 4 DIVERSION STRUCTURE -PLAN VIEW THIS SHEET =� THIS SHEET \ / CB *13 TYPE 2.54° - �- CB 15 TYPE. 2-48" � \ / 4 2' MIN. - W /DOWNTURNED ELBOW INFILTRATION TRENCH F- --T- SEE ALSO DETAIL C23 CLA, SHE GATE: A. SHEAR GATE, IRON BODY BRONZE RIM= 346.37 SEE SECTION 1 BELOW MID. OLYMPIC FDY. STD. OR, - - - \ AND DETAIL 6 ON THIS SHEET FJ B. LIFT GATE, NO. C /C /1 -LG, CASCADE CD 35 TYPE 2 48 SEE S CTION PROFILE BEL W �� -s / \ W /DOWNTURNED ELBOW �" A FINE MESH SCREEN 1 2' x 1 2 2' MIN. \ RI =34¢.1 24 F 1$" DS N 12 @0102 FT PT r� d 6 / _ CULVERT INC., OR / / / „ C- OTHER DEVICE APPROVED BY ENGINEER. RI 46.2 2 48' BAND SCREEN TO PIPE RIM =340. :_ -- , NATIVE BACKFILL (6' MIN.) _ v✓ -� :'u[ =_ -_ FINISH GRADE ELEVATION IF -34 1 - - - W- VARIES - F -, 8x16 STORM ILTER SD x - -- _ - - --- y ELEVATION CATCH BASIN }7 LF T Ap$ 1 12 4 0.102 7T/FT jwAaIES 1 NOTESe TYPE 54 INCH DA. MINI VAUL W/28 CART. ' T.. ;. ,p E Y _ RIM ORTH= 146.17 , = r1 �� e7 \ a o'b RIM UjH= 146.25 - o 0o 1. PIPE SIZES AND SLOPES, PER PLANS. �_� UNDISTURBED --� �� 00 0 oQ,, = = t7 B 13 _ PE 2" 54 - \ / MATERIAL o �`T7 - 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. _.. 20 LF 18 AD N -12 _ _ _ _ VER N -.5T&_ U &_E _ -- ... .. - - _ __ - oo O 3 - -- - _ _ METAL PARTS. W ___ VZ ®0 04 FT /FT V, R1FA=34fi1T -- -- -- -- A / � o° �� A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2. - "" -- - _ - -- _ - "- €YSECTIQN-2 PR(JFILi-EELOWr - " "W- -- W - - -- > -� IF -�`- 4 " -6" PERFORATED o ° B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. V PVC PIPE III= 0 8 o O ��� 4, FRAME &LADDER OR STEPS OFFSET S0: -SD SD SD SD D t -SD SD - SD SD D / V III - �I�M .- L _ �`T� p ° o °�c� -_ A. CLEANOUT GATES VISIBLE FROM TOP. & C - - _ - -3 6 FM - - - -- - -- FM - -- FM -- - - -+ - -- } -- / ELEV. = 337.60- -}{__- __ _ _ � � B. CLIMBDOWN SPACE CLEAR OF RISER LEANOUT GATE. fF�`i-kh L C FRAME IS CLEAR OF 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54" MINIMUM DIAMETER. END CAP NATIVE MATERIAL DO NOT COMPACT DRAINAGE FACILITY - PLAN VIEW OBSERVATION WELL VERSION STRUCTURE - SECTION VIEW scALE: HoR¢oNTAL , " =20' S NOT TO SCALE 4)___�C�'B_ s13 TYPE 2.54" SEE ALSO DETAIL C23 AND DETAIL 4 ON THIS SHEET 36C 350 340 330 0 +00 1 +00 2 +00 2 DRAINAGE FACILITY - SECTION 1 SCALE: HORIZONIfAL 1 " =20' VERTICAL 1' =5' 360 350 340 330 UNDERGROUND GRAVEL INFILTRATION BED BOTTOM OF TRENCH BED EL = 337.60 FINISHED GROUND VARIES SEE GRADING PLAN C5, C6 12" ADS N -12 ®0.0055 FT /FT � EXISTING GROUND 1 100 YR MW_5 =340.8 O .,.'� NATIVE SOIL IE =3381 ' 8 OF 18" ADS N -12 @ 0.0063 FT /FT C8#13 TYPE 2 -54" 4 4 CB 15 TYPE 2 -48" 8x16 STORMFILTER DIVERSION STRUCTURE C20 C23 W /DOWNTURNED ELBOW VAULT W/28 CART, RIM = 346.13 RIM = 346.37 RIM NORTH= 346.17 IE =341.70 18" (W) RIM SOUTH-346,25 IE= 341.30 18" (E) IE IN= 338.15 12" (W) IE= 341.20 12" (N) F= 341.30 12" (S) IE IN= 338.15 18" (N) IE= 338.20 12" (W) IE OUT= 338.15 18" (W) SEE DETAIL 1 3 LF 12" ADS N -12 @ 0.017 FT /FT- C24 0 +00 1 +00 3 DRAINAGE FACILITY - SECTION 2 SC:ALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 0 � w W S < m 0 d � w v E3 z O in z r 101--).31 1,' SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - PAN:(753) 573H014I w .mundengincmm v sound @mondengincmm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428 -0800 FAX:(253)42 8-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: ),HAUG BY QR: JFH 7/30108 BY DATE SCALE V =20' DATE: 7 /31/08 PROJECT N: 07118 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 3RD SUBMITTAL JAN 12 2010 CEMENT CONCRETE SIDEWALK RAMP TYPE 4A 318" EXPANSION JOINT (SEE STD. PLAN F- 30.10) - SIDEWALK 0 a MAJOR STREETC> RADIUS POINT OF CURB RETURN R \4S F �OF CEMENT CONCRETE PEDESTRIAN CURB - 0" RAMP \ 2_� LANDING DETECTABLE WARNING PATTERN (SEE DETAIL) 6' MAX.- I 2% . /� -y TOP OF ROADWAY CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER O(SEE NOTE 4) a 3/8" EXPANSION JOINT (SEE STD. PLAN F- 30.10) 4 LU LU Of K F- 0 O Z_ CURB, OR CURB AND GUTTER Y 3 O U CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY NOTES AND DFTAILS 1. This layout B used to provide access to a single crosswalk parallel to the major street. The bid item "Cement Conc. Sidewallk Ramp Type 4A" does not include the adjacent Curb (or Curt) 8, Gutter), the Sidewalk, or the Cement Conc. Ped- estrian Curb. 2. Ramp slopes shall not be steeper than 12H:1V. 3, Avoid placing drainage structures, junction boxes or other obstructions in front of ramp access areas. 4. Curb & Gutter is shown, see the Contract Plans for the curb design Specified. See Standard Plan F -10.12 for curb details. 5. See Std, Plan F -30.10 for sidewalk joint placement and details. 6. The bottom of the ramp shall have a level area (not in excess of 2% irl any direction), 4' x 4'. CEMENT CONCRETE PEDESTRIAN CURB VARIES: (SEE STD. PLAN F- 10.12) 0 to 6" 1 TOP OF ROADWAY R DEPRESSED CEMENT CONC. RAMP CURB & GUTTER (SEE NOTE 4) 2'- 0" - DETECTABLE WARNING PATTERN (SEE DETAIL) LANDING J 0 \TIFFS \Detectable warnlgn pattern detaILTIF FLUSH TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) DETECTABLE WARNING PATTERN 4 NOT TO SCALE PER WSDOT F- 40.16 -00 STREET CONSTRUCTION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL MALL BE IN ACCORDANCE ]NTH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED NTH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. N \�J T FACE OF CURB LANDING DISTANCE FROM P.C. 20 FEET 6 -212' 1' -7' 30 FEET 8 -01W 3.81 40 FEET 9 -614, 6 -43W 50 FEET 10- 934" 6 -11" 60 FEET 11'- 1112' 6-312' 70 FEET 13 -0' 9 -612' 80 FEET 13 -1112 10 -812' 90 FEET 14-1012' 11' -934^ 100 FEET 16 -834" 12 -1014, INTERMEDIATE RADII CAN BE INTERPOLATED SIDEWALK RAMP TYPE 4A 1 NOT TO SCALE PER MSOOT F- 40.18 -OD II 1 /2,. WIUIH ONE -WAY TWO -WAY 10' 10' 115 '20' 30' 40' NOTES: 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH, 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3. REFER TO SECTION 4B.140, YELM DEVELOPMENT GUIDELINES. TYPE II Ing F -f -�-t 17Z1 I_3 3' - 6 S MIN. READ. TYF. TYP. MIN. MINT1'P TYPE III TYPE IV T Y P I C A L C U R B R A M P S BOTTOMI OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HAVE MAX. 112" LIP EXPANSION JOINTS & SCORE AT 45, MARK DETAIL FOR ADDITIONAL 4$. NOTES, LOW LINE 1?' -I'- OF GUTTER 5' AS SEE \\ \ 4' MIN. ftEOD. /(CIP S 2� `J DETAIL /2" 12 LIP DETAIL RAMP SECTION NorES: 1, RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON, TO LEAVE A DIAMOND PATTERN, THE LONG AXIS OF CITY OF YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OF PUBLIC WORKS TO THE CURIB. GROOVES SHALL BE 1/8- DEEP AND 1/4" WIDE. 2, CURB RAMP` SHALL BE POURED AS A SEPARATE Y T P I C A L C' EWALK AND GUTTER, OSOLr ATED DBY EXPANSI N )JOINT MATERIAL CURB RAMPS ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY, APPROVED DWG. NO- 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP, NO INLETS ARE PUBLIC WORKS DIRECTOR DATE 4'- TO BE SET `'0 THAT PEDESTRIANS WALK OVER OR AROUND THEM, DES. DWN. CKD, DATE JEr, s -c S I S -C 10/3/94 5 TYPICAL CURB RAMPS CI I Y OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE APPROACH APPROVED DWgqG NO. PUBLIC WORKS DIRECTOR DATE `t -9 DES. OWN. CND. DATE S -C S -C S -C 2/2/95 CEMENT CONCRETE APPROACH PLANTER STRIP (AS REQ.) CURB & GUTTER 15' -']III _ I -------- 5 EXPANSION JOINT SCORE MARK SIDEWALK PLANTER - RIP (AS RED.) 5' MIN _.. APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 2. rrvaw xc MbnncblVnryL rL^r, 2% SLOPE (1/4' DROP PER 1') 4' g 4" COMPACTED SUBGRADE-) I- -'1 NOTES: 1) COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. 2) EXPANSION JOINTS SHALL BE AT 10'-0' INTERVALS AND CONSTRUCTION JOINT'S SHALL BE AT 5' -0" INTERVALS OR AS SHOWN ON ARCHITECTURAL PLANS. 3) FINISH SURFACE OF SIDEWALKS PER ARCHITECTURAL PLANS. INTEGRAL CURB AND SIDEWALK 6 1/2" s 1/2" PROJECT ENGINEER: JEREMY HAUG -- �I /zR a E -MAIL: ]HAUG @SOUNDENGINC.OM R R <4 DRAWN: VS155ECK �/2 CITY OF YELM d BY a °a DEPT. OF PUBLIC WORKS a n a TRENCH - PAVEMENT QR: JFH. 072108 BY DATE NOTES: CEMEIJT CONCRETE BARRIER CURB AND GUTTER EDGE AROUND EACH PANEL - BROOM FINISH EXPANSION JOINT NOTES I. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3, SCORE MARKS SHALL BE i1/8" IMOE BY }1/4" DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK, 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. II CEMENT CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-11 DES. DWN, CND. DATE S S -C S -C 10/3/94 'ETE SIDEWALK PER YELM DWG 4-13 CEMENT 3 c CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT F- 10.42 -00 :ONCRETE CURBS SAW CUT EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE MINIMUM 0.25' CLASS 'B A,C.P. CSS -1 TACK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. PLUS 0.08', WHICHEVER 15 GREATER ALL JOINTS SHALL BE _SEALED APPLIED IN MAXIMUM 0.17' LETS -1 [USING PAVING ASPHALT AR4000W. 0 u z � od w ° S � W : o S c- u 2 0.67' GRAVEL RASE COMPACTED TO 95% `S20NAL OF MAXIMUM DENSITY 0.17 CRUSHED EXISTING PER. 2- 03.3(14)1) SURFACING PAVEMENT f0 TOP COURSE - TRENCH BACHFILL �.. SEI 1 Y TP W COMPACTED METHOD B _ SOUND ENGINEERING, INC. CIVIL ENGINEERS " LAND PLANNERS 1102 COMMERCE ST., SUITE 300 MINIMUM 0.75' CEMENT GOIJC. PVMT. TRANSVERSE CONSTRUCTION JOINT. TACOMA, WA 98402 OR MATCH EXISTING PLUS 0.00', rSEE STANDARD PLAN A -1 PHONE: (253)573. 0040 "FAX:(253)573 -0142 WHICHEVER IS GREATER. 1I SAW CUT .EXISTING PAVEMENT, www.soundenginc.wm" mundowundenginawm 0.67' GRAVEL BASE n ..P . ,� °� + PROJECT: COMPACTED TO 95% X' c' ° G' - CREEK ROAD OF MAXIMUM DENSITY 0.1i CRUSHED NG MIXED USE PER. 2- 03.3(14)) SURFACING RIGID Tna rry locr PAVEMENT CLIENT: COMP RENCH BACHFILL COMPACTED PER. YELM CREEK BLDG.S LLC, 2- 03.3(14)C METHOD C 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 4280800 FAX: (2S3) 428 -8172 EMAIL: 3AD SUBMITTAL J.4N 1 2 2010 PROJECT ENGINEER: JEREMY HAUG E -MAIL: ]HAUG @SOUNDENGINC.OM DRAWN: VS155ECK CITY OF YELM BY DEPT. OF PUBLIC WORKS TRENCH - PAVEMENT QR: JFH. 072108 BY DATE NOTES: RESTORATION DETAIL 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ACTION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY APPROVED DWG. NU. ,1 _ /l PUBLIC WORKS DIRECT DR DATE -T l/ SCALE: 7.30.08 PROJECT 4: 07118.10 CITY OF YELM STANDARDS. DES. OWN. CKD. GATE JEG S -C S -C S -C 1D/3/94 SHEET NAME: ACCESS WAY NOTES AND DETAILS �,� TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL RS BEFORE LYOU C2 1- 800 5 SHEE T 21 OF 31 3AD SUBMITTAL J.4N 1 2 2010 ..-- 4" —.r 4'— CONCRETE CL. 3000 Z O J .7A D IT, ' ....... LO - .. . . ..... ... . Of UrD s nn •.P rn 1/2 LB. (MIN.) STEEL OR IRON 41 I GENERAL NOTES: CITY OF YELM 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR DEPT. OF PUBLIC WORKS ASPHALT CONCRETE PAVEMENT WHERE CASED MONUMENT IS NOT REQUIRED ^ H 2. CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. CONCRETE BASE NEED NOT BE FORMED. MONUMENT 3. CAP SHALL BE 2' MIN - DIAM. BRASS PLUG MARKER. APPROVED DWG. NO. 4. CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION, 4-15 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JEC S -c S —e S -c 1013194 12' 1 ROAD MONUMENT NOT TO SCALE 9' - 2ARKING _6' SIDEWALK 91 EXTRUDE t� 7 r3 ® `i/ F CONCRETE 0.67' GRAVEL BASE ., ROAD SECTION (ACCESS WAY Al L NOT TO SCALE - 20' 11.5'- -�^— 11.5 PARKING i I.9% 1.9x - i z.4% kiw CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY CROSS SECTIONS AND DETAILS 4m' ec EXST ESMT 307 � AFN 3078377 Rev i —2G'— GARAGE 11.5' 1 11.5' APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: I--20' EX ROW PROPOSED 15' DEDICATED ROW 2.5'1 5 5.5'1 10' PROP /\ i _1.0% PLANTER SOEWA� PLANTER UTIL ESMT 15 V�jA�j STRIP STRIP \ \� 12 0% (EXISTING[ 12% (EXISTING y 2,0% 2 10% MAX _ WA EXTRUDED CURB (PROJECTED) i CEMENT ------ BARRIER CEMENT CONIC. SIDEWALK CURBAND GUTTER % e 2 e CLASS B ASPHALT CONCRETE CREEK STREET CROSS SECTION r CRUSHED SURFACING TOP COURSE ROAD SECTION [ACCESS WAY Cl 4 NOT TO SCALE 8' GRAVEL BASE NOT TO SCALE 126' INTEGRAL CURB C21 20' PARKING 8' SIDEWALK 2% 2.4% 7 EXTRUDED CURB C21 \\.0 17• ASPHALT CONCRETE INTEGRAL CURB 021 i — (S-S) `. C. ' 0.67' GR AVEL BAS E i 3 ROAD SECTION (ACCESS WAY BI NOT TO SCALE a `-RUNOFF FLOWS UNDER CARPORT (TYR) rc�I \ WA 6/ 6 ROAD SECTION [ACCESS WAY Dl NOT TO SCALE SCALE CLASS 3000 CONCRETE [III IIIII [III IIIII I_TII [III �-95% COMPACTED SUBGRADE NOTE: 1. CONSTRUCT WITH 6' z 6' NUMBER 10 WELDED WIRE MESH 2. PROMDE EXPANSION JOINTS EVERY 10. NOT TO SCALE FOR GARBAGE ENCLOSURES 44Ca,Wlble g1.HH.b.. e..l1.....4N l IY 11 ....... .. U14.1 a l.......... 13 1 ° L a o 0I a 96 1111117 60 min r9s min 96 nun 2090 ""' t�d0 :4A0 I- 252 min 4+04 Van Acccwiwe Spare at fad ROW Fig, Xis Parking $Pecs Altemotlrca O q i � m O D° m D 0 °o n min mIn 13,22 AMn 132 min A srA o�w a4w 324 owA 423! 8 416iFtesip pdrA&7g Syoce ocol d Fig. A5 Parking Specs Altemativts 9 ADA STALL NOT TO SCALE ADA STANDARDS 2003, FIG. A5 2 S `-0.17' ASPHALT CONCRETE 0.17' C.S.TC. 0.67' GRAVEL BASE 19' SIDEWALK %Z INTEGRAL CURB 3 0.17° ASPHALT CONCRETE C21 17' C.S.T.C. GRAVEL BASE 6' -0. #3 4'�� r21/2' 9. (2 BARS 0- 8" 13/16' DIA HOLES 10' MAX. 3:1 SAND & CEMENT GROUT 1' DEPTH NON- SHRINK GROUT - — — -- -I I �6. 2' CLEARANCE (TYP)-1 I- y6 BARS (2) � 8 CURBSTOPS SCALE NOT TO 10 DISABLED PARKING SIGN INOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a 0 ad �w W � a K � H t tt w � oz 0 M 17 .�>3 /j/ SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 " FAX:(253) 573 -0142 w .wundenginuom. Nund0souMenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 4280800 FAX: (253) 4288172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUGaSOUNDENGINC.COM DRAWN: VSISSECK BY QR: JFH 07.2108 BY DATE SCALE: NTS DATE: 0730.08 PROJECT #: 07118 SHEET NAME: ACCESS WAY CROSS SECTIONS AND DETAILS C22 SHEET 22 OF 31 3RD SUBMITTAL JAN 12 2010 ,. F' INTEGRAL CURB C21 20' PARKING 8' SIDEWALK 2% 2.4% 7 EXTRUDED CURB C21 \\.0 17• ASPHALT CONCRETE INTEGRAL CURB 021 i — (S-S) `. C. ' 0.67' GR AVEL BAS E i 3 ROAD SECTION (ACCESS WAY BI NOT TO SCALE a `-RUNOFF FLOWS UNDER CARPORT (TYR) rc�I \ WA 6/ 6 ROAD SECTION [ACCESS WAY Dl NOT TO SCALE SCALE CLASS 3000 CONCRETE [III IIIII [III IIIII I_TII [III �-95% COMPACTED SUBGRADE NOTE: 1. CONSTRUCT WITH 6' z 6' NUMBER 10 WELDED WIRE MESH 2. PROMDE EXPANSION JOINTS EVERY 10. NOT TO SCALE FOR GARBAGE ENCLOSURES 44Ca,Wlble g1.HH.b.. e..l1.....4N l IY 11 ....... .. U14.1 a l.......... 13 1 ° L a o 0I a 96 1111117 60 min r9s min 96 nun 2090 ""' t�d0 :4A0 I- 252 min 4+04 Van Acccwiwe Spare at fad ROW Fig, Xis Parking $Pecs Altemotlrca O q i � m O D° m D 0 °o n min mIn 13,22 AMn 132 min A srA o�w a4w 324 owA 423! 8 416iFtesip pdrA&7g Syoce ocol d Fig. A5 Parking Specs Altemativts 9 ADA STALL NOT TO SCALE ADA STANDARDS 2003, FIG. A5 2 S `-0.17' ASPHALT CONCRETE 0.17' C.S.TC. 0.67' GRAVEL BASE 19' SIDEWALK %Z INTEGRAL CURB 3 0.17° ASPHALT CONCRETE C21 17' C.S.T.C. GRAVEL BASE 6' -0. #3 4'�� r21/2' 9. (2 BARS 0- 8" 13/16' DIA HOLES 10' MAX. 3:1 SAND & CEMENT GROUT 1' DEPTH NON- SHRINK GROUT - — — -- -I I �6. 2' CLEARANCE (TYP)-1 I- y6 BARS (2) � 8 CURBSTOPS SCALE NOT TO 10 DISABLED PARKING SIGN INOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a 0 ad �w W � a K � H t tt w � oz 0 M 17 .�>3 /j/ SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 " FAX:(253) 573 -0142 w .wundenginuom. Nund0souMenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 4280800 FAX: (253) 4288172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUGaSOUNDENGINC.COM DRAWN: VSISSECK BY QR: JFH 07.2108 BY DATE SCALE: NTS DATE: 0730.08 PROJECT #: 07118 SHEET NAME: ACCESS WAY CROSS SECTIONS AND DETAILS C22 SHEET 22 OF 31 3RD SUBMITTAL JAN 12 2010 rn 3 v vi a w w 0 I a0 µ a a I 0 s N cq 0 l tAtia. #3 BAR E CORNER IS' #3 BAR HOOP CREEK ROAD MIXED USE NOTES A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM CITY OF YELM, THURSTON COUNTY, WASHINGTON AREA OF 0.12 SQUARE INCHES PER F00T MAY BE USED. WIRE MESH SHALL STORM DRAINAGE NOTES AND DETAILS NOT BE PLACE➢ IN KNOCKOUTS. 2, THE KNOCKOUT DIAMETER SHAT I NnT RG r.00ATCC Tun. nm �.,r.......... - . 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION, 5, THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF 124 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. R 12' FOR 6' TWO #3 BAR HOOPS FOR 12' RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES CATCH BASIN DIAMETER MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE BETWEEN KNOCKOUTS DIAMETER REINFORCED OR 18' PLAIN CONCRETE 12' ALL METAL PIPE 15' CPSS51e �- 18' (STD, SPEC. 9 -05.2W 12, SOLID WALL PVC 21' (STD. SPEC. 9- 05.12(1)) 15' PROFILE WALL PVC 21- (STD. SPEC. 9- 05.12(2)) IS' *CORRUGATED POLYETHYLENE STORM SEWER PIPE PRECAST BASE SECTION CATCH BASIN TYPE 1 NOT TO SCALE PER WSDOT 8- 5.20-00 at� \ \ E DETAIL AND NOT 1 AND NOTE 1 I. WHEN BOLT -DOWN GRATES ARE SPECIFIED IN THE CONTRACT, PROVIDE TWO SLOTS IN THE GRATE THAT ARE VERTICALLY ALIGNED WITH THE HOLES IN IRE FRAME LOCATION OF DOLT -DOMN SLOTS VANES AMONG DIFFERENT MANUFACTURERS 2. REFER TO STANDARD SPECIFICATION 9- 05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 0-30.10. 4 THE THICKNESS OF THE GRATE SHALL NOT EXCEED 1 5/8', 80LT -DOWN SLOT DETAIL SEE NOTE 1 RECTANGULAR HERRINGBONE GRATE V NOT TO SCALE PER MOT 8- 30.60 -00 PIPE ALLOWANCES CATCH BASIN DIAMETER MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE BETWEEN KNOCKOUTS DIAMETER REINFORCED OR 18' PLAIN CONCRETE 4' ALL METAL PIPE 21' CPSSPs 18' STD. SPEC. 9 -05.20 54- SO" WALL PVC STD. 21' SPEC. 9-05.12 1 8- PROFILE WALL PVC (STD. 21- SPEC. 9-05.12 2 5- *CORRUGATED 12' POLYETHYLENE STORM SEWER PIPE 6 HEIGHT lYp 13 BAR HOOPS FOR 12' HEIGHT NOTES 1. A 2. OF 2' MINIMUM REBAR FIBERS WALL 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'. 4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP, HOLES SHALL BE GROUTED FULL AFTER *Or RING 12 Z GRAVEL BACHFlLL FOR PIPE ZONE BEOWNG VANED GRATE r sECTION secnaM CATCH BASIN TYPE 1L 2 NOT TO SCALE PER WSDOT 8- 6.40 -00 "a SEE NOTE 1 NOTES 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5- MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING ST= 2 in ft. IN EACH SEPARATE BA INTEGRAL BASE 48' 4' 6' 36' 8- 0.23 0.15 54- 4.5' 8- 42' 8- 0.19 0.19 60' 5- 8' 48' 8' 0.25 0.25 72' 6- 8' 60' 12' 0.35 0.24 60' 54' 12' 72- 12' 0.39 0.29 96' 8' it 84' 12- 0.39 0.29 PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE METAL COSS% WALL PVC® PROFILE PVC® 48' 24' 30' 24' 27' 30' 54' 30' 36- 30- 27- 36- 60' 36' 42' 36" 36' 42' 72' 42' S4' 42' 36 48' 84' S4- 60' 54' 36' 48' 96' 60' 72' 60- 36- 48- ED CORRUGATED POLYETHYLENE MR SERER PIPE (SID. SPEC 9 -0520) ®(STD. SPEC. 9- 05.12(1)) ® (SID. SPEC 9- 0512(2)) CATCH BASIN TYPE 2 � NOT 1D SCALE VT WIDE RAISE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL AVAILA6LE -FOR ALL n4 PLASTIC PIPING SYSTEMS NOTES: CONTRACTOR TO PROVIDE DRAIN BASINS OR INUNE BASINS AND APPROPRIATE GRATES AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS) OR APPROVED EQUIVALENT AT THE LOCATIONS SHOWN ON THE PLANS. INSTALLATION SHALL BE DONE PER THE MANUFACTURERS RECOMMENDATIONS 5 YARD DRAIN NOT TO SCALE 10" 9- 8 3/4" if 6 CLEANOUT NOT TO E PER MOT 8- 8140-00 CALL 48 HOI BEFORE YOU 1- 800 - 424 -55 0 f � g d CC� w ELI ,Y � a � � � o z f ,n i; Iry SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98407 PHONE: (253) 573-0040 - FAX:(253)573 -0142 W ..undenginc..- sound #soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC, 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: VSISSECK BY QR: JFH 072108 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT #, 07118.10 STORM DRAINAGE NOTES AND DETAILS C23 SHEET 23 OF 31 a a a 0 0 N N_ C O 7 3RD SURMITTAI 'A NJ 1 o 2010 M a I 0 N c a 1 11/2" TO 2' 4" SCHEDULE 40 STEEL OR REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -241 CEMENT CONCRETE CLASS i 2 SIDE FRONT VALVE MARKER POST ._ 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN .,.— COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CON( 17 NOTE: 3• 1. LOCATE POSTS 3' FROM HYDRANT v -. f 0 CEMENT CONCRETE CLASS 3 -00 HYDRANT BOLLARD DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT - SEE DETAIL 6 -7) CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS VALVE MARKER POST & HYDRANT BOLLARD DETAIL APP DWG. N0. r D �— PUBLIC WORKS DIRECTOR DATE 6`12 ES. OWN. CKD�. DATE ES I EG I TP 4/2007 VALVE MARKER POST & HYDRANT BOLLARD V NOT TD SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TER SYSTEM NOTES A ETAILS APPROVED FOR CONSTRUCTION RESTORATION DEPTH -- TRACE TAPE 12` 10 18" UNDER E A B VARIES. THE FINAL GRADE. APPROVED METER BOX - LID - 1730 DI READER LID 1 1/2" 13 1/4" 15" BOX - BCF 1730 X 12 BASE OR APPROVED EQUAL 2" 17 1/4" 15" TOP VIEW Grade Enamel Bonnet TOP j VIEW � # 13312 2 /2 "Ho5e connection i i WYE w TRACER WIRE (SEE GENERAL -' with NST threads See valve box and d' g CEED <I 3 METER BOX - ---� 1 SEE NOTE 1. 2. 3 VALVE 1 1/2 " -2" POLYETHYLENE LINE r:�A SIDE VIEW 17" 8" MIN. _ I 7/2°-2" MALE SIDE VIEW SIDE VIEW _ ADAPTER gm BEDDING NOTE 4TERIAL TEE [LENT BALL VALVE (CURB STOP) GATE VALVE HORIZ. BEND WEDGE UNDISTURBED SOIL GATE VALVE VALVE - o ti (CHECK SERVICE SADDLE I. A MINIMUM COVER OF 3.5' SHALL BE MAIWTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. ROMAC 2025 OR 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHEV, PROCESSED. OR NATURALLY OCCURRING GRANULAR 2% SLOPE TO BOX � 48" TO CENTER OF SOX MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOL) WASTE OR OTHER a EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND CURB D CHECK VALVE z r d 14 GAUGE BALL VALVE( n d s 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM INSULATED {.o v' A JJ AGGREGATE SHALL IS 6- INCHES. TEE WITH COPPER o CROSS WITH PLUG OR CAP TONING WIRE A ° V METER PLUG PLUG WRAPPED 1 1/2" - 811 -666 REST 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL AROUND THE 2" - 811 -777 2 -1/2' FIRE DEPARTMENT RAISED LETTERS "AUTO PIPE (SEE 1 1/2" - C86 - d6 B CITY OF YELM, WASHINGTON GENERAL 2" - C86 - 77 12" DEPT. OF PUBLIC WORKS NOTES N0. FORD PACK JOINT INLET CONNECTION // SPRINKLER" 7) CORPORATIO STO TYPE 8 1 TRENCH & BEDDING I PLASTIC LINE (USE 20o BY -PASS VALVE PSI PHILLIPS DRISC0 PIPE W /LOCKABLE CAP APPRO ONG, NO. 5100 POLYETHYLENE PIPE) �y FORD BALL VALVE PUBLIC WORKS DIRECTOR DATE 6-15 WITH PACK JOINT & FEMALE 1 1/2 " -2" MALE 45" — 90" I.P. THREADS NIPPLE ES JEG TP. 4/2007 SERVICE SADDLE CITY OF YELM, WASHINGTON 1, STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS CITY OF YELM, WASHINGTON PACK JOINTS. 1 1 /2„ TO 2,7 2. ALL SERVICE SADDLE$ SHALL HAVE RUBBER GASKET AND I.P. THREADS. NOTES: 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE STANDARD 1 1/2" - FDRO VBH 76 -15813 OR EQUAL 1. CONCRETE THRUST BLOCKING TO BE 2" - FORD VBH 77 -15817 OR EQUAL APPRO DWG. N0, POURED AGAINST 4. ALL 1 1/2" AND 2" SADDLES WILL BE .--�� BLOCKING DETAIL 2" TAPS WITH BRASS 2" NIPPLE AND LIC PUBLIC WORKS DIRECTOR DATE 6-3 SHALL BE PLACED BE- 2" RESILIENT WEDGE GATE VALVE AND 910 TWEEN ALL THRUST BLOCKS & FITTINGS. I HOUSING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. DATE 3. ANCHOR REBAR SHALL BE 5/$" MINIMUM DIAMETER. ES JEG TP 4/2007 DES. DWN. CKD. DATE 1 11/2" TO 2' 4" SCHEDULE 40 STEEL OR REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR -241 CEMENT CONCRETE CLASS i 2 SIDE FRONT VALVE MARKER POST ._ 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN .,.— COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CON( 17 NOTE: 3• 1. LOCATE POSTS 3' FROM HYDRANT v -. f 0 CEMENT CONCRETE CLASS 3 -00 HYDRANT BOLLARD DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT - SEE DETAIL 6 -7) CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS VALVE MARKER POST & HYDRANT BOLLARD DETAIL APP DWG. N0. r D �— PUBLIC WORKS DIRECTOR DATE 6`12 ES. OWN. CKD�. DATE ES I EG I TP 4/2007 VALVE MARKER POST & HYDRANT BOLLARD V NOT TD SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TER SYSTEM NOTES A ETAILS 2 FIRE HYDRANT APPROVED FOR CONSTRUCTION RESTORATION DEPTH -- TRACE TAPE 12` 10 18" UNDER Top view operating nut z VARIES. THE FINAL GRADE. V I- Limits of payment Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock TOP VIEW Grade Enamel Bonnet TOP j VIEW � # 13312 2 /2 "Ho5e connection i with threads I HYDRANT OFFSET WYE � _4' /2 "Sleamer connection TRACER WIRE (SEE GENERAL -' with NST threads See valve box and d' g CEED & 5" Storz adapter valve stem detall- SEE NOTE 1. 2. 3 �o� Style S -37 w /SC cap 6 -11 SIDE VIEW 8" MIN. Ground SIDE VIEW SIDE VIEW To suit Standpipe BEDDING NOTE 4TERIAL TEE trench - 6" Flanged fire GATE VALVE HORIZ. BEND depth 3' Minimum --- hydrant tee UNDISTURBED SOIL Each Pippe Joint 6" �T o ti X1106 EBAA Iron, I. A MINIMUM COVER OF 3.5' SHALL BE MAIWTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 6,. Inc. Megalug 1 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHEV, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOL) WASTE OR OTHER `6" Class 52 ductile iron EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND pipe cut to length z r 6" gate valve, FL X MJ 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM See note below AGGREGATE SHALL IS 6- INCHES. TEE WITH Varies — CROSS WITH PLUG OR CAP 4 "x8 "x16° concrete block PLUG PLUG Hydrant shoe 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL Backfill to top of drain ring housing 2 -1/2' FIRE DEPARTMENT RAISED LETTERS "AUTO bolts with 2" washed rock as shown plastic barrier between CITY OF YELM, WASHINGTON Thrust block and tee 6' x 6' sheet of 11 mil. plastic or can - DEPT. OF PUBLIC WORKS strucfion fabric, covering 2" washed rock INLET CONNECTION // SPRINKLER" Notes Concrete thrust block TRENCH & BEDDING I 1. Hydrants shall be located In cast -in -place against APPRO ONG, NO. accordance with Section 6.060. fitting only �y In addition, a minimum three foot PUBLIC WORKS DIRECTOR DATE 6-15 radius unobstructed working area shall 45" — 90" be provided around all hydrants. CITY OF YELM, WASHINGTON ES JEG TP. 4/2007 2. Hydrants shall Dresser M li H DEPT. OF PUBLIC WORKS Reliant eflant style 929, 9. Clow Medallion or American AVK Series 2780 or Mueller CITY OF YELM, WASHINGTON Centurion FIRE HYDRANT 3. Gate valves shall be resilient wedge NOTES: NRS with 0 -ring seols. Volvo ends shall STANDARD be Mechanical joint by ANSI flanges. 1. CONCRETE THRUST BLOCKING TO BE Valves sholl conform to AWWA 509 -80. APPR DWG. NO POURED AGAINST Valves shall be Mueller M &H, Kennedy, \:w BLOCKING DETAIL Clow R/W or Waterous Series 50D. PUBLIC WORKS DIRECTOR DATE 6 —� SHALL BE PLACED BE- 4. Fire Hydrant lock payment is required DES. DWN. CKD. DATE TWEEN ALL THRUST BLOCKS & FITTINGS. I city will order and install. ES J TP 4/2007 3. ANCHOR REBAR SHALL BE 5/$" MINIMUM DIAMETER. PUBLIC K KS DIRECTOR DATE 6G 3 2 FIRE HYDRANT STANDARD BLOCKING DETAIL 4 Nor To sca APPROVED FOR CONSTRUCTION RESTORATION DEPTH -- TRACE TAPE 12` 10 18" UNDER VARIES. THE FINAL GRADE. BY: DATE: TOP VIEW TOP !VIEW TOP j VIEW � DEVELOPMENT REVIEW ENGINEER i F WYE TRACER WIRE (SEE GENERAL £p U d' g CEED 'I SEE NOTE 1. 2. 3 SIDE VIEW 8" MIN. SIDE VIEW SIDE VIEW )\\ BEDDING NOTE 4TERIAL TEE CROSS GATE VALVE HORIZ. BEND UNDISTURBED SOIL Aso o ti I. A MINIMUM COVER OF 3.5' SHALL BE MAIWTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHEV, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOL) WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND z r 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL 2 -1/2' FIRE DEPARTMENT RAISED LETTERS "AUTO CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS INLET CONNECTION // SPRINKLER" TRENCH & BEDDING I APPRO ONG, NO. �y PUBLIC WORKS DIRECTOR DATE 6-15 45" — 90" ES JEG TP. 4/2007 VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPROVED N Dwc. No. 3. ANCHOR REBAR SHALL BE 5/$" MINIMUM DIAMETER. PUBLIC K KS DIRECTOR DATE 6G 3 DES. DWN. CKD. DATE ES JEG TP 4/2007 STANDARD BLOCKING DETAIL 4 Nor To sca 2.' -60' 18" X 1s" X 8" CONC. BLOCK STEEL WRAPPE 5 MIL PV.STI6 CITY OF YELM, WASHING FIRE DEPARTMENT CONNECTION NrrnuvL{>_. DWG. N0. PUBLIC WORKS DIRECTOR DATE 6 -4.4 DES. DWN, ORD. I DATE ES I JEG I TP FIRE DEPARTMENT CONNECTION NOT TO SCALE - - u nrrul R-Ad APPROVED FOR CONSTRUCTION RESTORATION DEPTH -- TRACE TAPE 12` 10 18" UNDER VARIES. THE FINAL GRADE. BY: DATE: z DEVELOPMENT REVIEW ENGINEER F V TRACER WIRE (SEE GENERAL £p U d' APPROVAL EXPIRES:- SEE NOTE 1. 2. 3 w 8" MIN. 6" MIN. BEDDING NOTE 4TERIAL UNDISTURBED SOIL Aso o ti I. A MINIMUM COVER OF 3.5' SHALL BE MAIWTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHEV, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOL) WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND z r 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUE15TUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL 2 -1/2' FIRE DEPARTMENT RAISED LETTERS "AUTO CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS INLET CONNECTION // SPRINKLER" TRENCH & BEDDING I 2.' -60' 18" X 1s" X 8" CONC. BLOCK STEEL WRAPPE 5 MIL PV.STI6 CITY OF YELM, WASHING FIRE DEPARTMENT CONNECTION NrrnuvL{>_. DWG. N0. PUBLIC WORKS DIRECTOR DATE 6 -4.4 DES. DWN, ORD. I DATE ES I JEG I TP FIRE DEPARTMENT CONNECTION NOT TO SCALE - - u nrrul R-Ad M TYPICAL WATER MAIN TRENCH & BEDDING TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 1 I z° to /a3 /2A SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253)573 -0040 - FAX:(253) 573 -0142 W soundengtnccom - wundOsoundenginc.com PROJECT: CREEK ROAD MIXED USE TilffiM( YELM CREEK BLDG.S L-C. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL:(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL JHAUG@SOUNDENGINC.COM DRAWN: VSISSECK BY QR. JFH 07.21.08 BY DATE SCALE:NTS DATE 07.38.08 PROJECT N: 07118 ET NAME: WATER SYSTEM NOTES AND DETAILS C25 SHEET 25 OF 31 7 Qr) CHR48RTAI ^ 41 s .. 7nin RESTORATION DEPTH -- TRACE TAPE 12` 10 18" UNDER VARIES. THE FINAL GRADE. TRACER WIRE (SEE GENERAL TRENCH BACKFILL WATER NOTES N0, 7) SEE NOTE 1. 2. 3 & 5 8" MIN. 6" MIN. BEDDING NOTE 4TERIAL UNDISTURBED SOIL NOTES. I. A MINIMUM COVER OF 3.5' SHALL BE MAIWTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHEV, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOL) WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUE15TUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO ONG, NO. PUBLIC WORKS DIRECTOR DATE 6-15 DES. OWN. CKD. DATE ES JEG TP. 4/2007 M TYPICAL WATER MAIN TRENCH & BEDDING TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 1 I z° to /a3 /2A SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253)573 -0040 - FAX:(253) 573 -0142 W soundengtnccom - wundOsoundenginc.com PROJECT: CREEK ROAD MIXED USE TilffiM( YELM CREEK BLDG.S L-C. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL:(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL JHAUG@SOUNDENGINC.COM DRAWN: VSISSECK BY QR. JFH 07.21.08 BY DATE SCALE:NTS DATE 07.38.08 PROJECT N: 07118 ET NAME: WATER SYSTEM NOTES AND DETAILS C25 SHEET 25 OF 31 7 Qr) CHR48RTAI ^ 41 s .. 7nin (T 3 v V) W 0 I HIM I a N_ ro I 0 s N 0 WATER MAIN INSTALLATION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO 9Ny WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1120, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)8. POLYVINYL CHLORIDE (PVC) PIPE (4 -12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OR 13, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14-20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT UNED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL HE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE V OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UP" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR PARE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. B. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD- 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED 'W 9 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12.THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION', CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13.AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW UNE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14.AFTER COMPLETION OF ALL ITEMS SHOW ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH UST' PREPARED BY THE CITYS INSPECTOR DETAIUNG REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. MANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATIONS IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS. 3' x CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR4000W ACP -I CSTC -, 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY RECESSED HANDLE TYPE ' �JJy COVER J� B INLAND FOUNDRY X248 6 3 d VALVE BOX WITH 10 8 3/4' �� "WATER" CAST IN LID OR OFCO 910 SECTION CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTES AND DETAILS CONCRETE THRUST BLOCK (TYP) . Ill = /! vI •,<. 4V 0 V z z 2' TYP. u, � w GROUND TAPPING VALVE GATE VALVE FL x MJ STAINLESS STEEL FL x NJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE TEE SUPPORTED AND BACKFILLED AS SHOWN BELOW- RIGHT. 1/3 DIAMETER OF PIPE CONTROLLED DENSITY BACK/ / I-- 2' POURED WIDTH OF TRENCH SOLID BRICK SUPPORTy E ^ CONCRETE THRUST BLOCK- NOTES: 1, 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. NOTE_. Awaammm ALL VALVES MUST HAVE 14 GUAGE INSULATED 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 OQ VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON O 3/16" Thk X 5 1/5" CIA STEEL DEPT. OF PUBLIC-WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O STEELXTUBING SQUARE OPERATING RAL VALVE BOX NUT. LENGTH AS REQUIRED. APPreovP�y DWG. NO, ALL WELDS TO SHAFT SHALL BE 114" PUBLIC WORKS DIRECTOR-FATE- 6- 11 FILLET WELD ALL AROUND. DES. DWN, CKD. DATE ES 3EC TP 4/2007 STANDARD VALVE BOX 2 Nor ro SCALE .MaL jla CONTRACTOR SHALL COORDINATE WITH FIRE SYSTEMS DESIGNER ON EXACT SIZE OF RPBA NEEDED. IF A SIZE OF 3' OR LARGER IS REQUIRED, CONTRACTOR SHALL USE CITY OF YELM STANDARD DETAIL 6 -18. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION TO EXISTING MAIN APPROV DWG. N0, PUBLIC WORKS DIRECTOR DATE 6 -10 DES. OWN. CKD. DATE ES JEG TP 4/2002 CONNECTION TO EXISTING MAIN 1 T NOT TO SCALE PER YEW 6-10 FLOW U 2 C GRAVEL BASE MATERIAL LIST: 12" THICK 1- SERVICE LINE 2. 90' BEND 3, UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S,H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION - 'LAN PROFILE XIN� TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER ,DYED.., DWG. N+O. PUBLIC WORKS DIRECTOR DATE 6- D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DES. DWN. CKD. DATE KR JEG TP 4/2007 REDUCED PRESSURE BACKFLOW ASSEMBLY Is 2' OR SMALLER Sul NOT APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 'z GRADE LUG RING SEAL WITH RING A 1E WNH -2• SLEEVE COUPLING MASTIC MD MORIM BOX WITH METAL LD DOUBLE STMP -24' VALVE BOX BOTTOM SADDLE MIN FLOW FROM MAIN -- j WITH 2 OPEN NUT `^ 2' 6 O.A -10" OR 18" SEE d -4_R r Z ST. ELBOW QALV, VALW B -10 CONGMETE No R 12- Box MIN METAL UO s R/W LINE / - IY Mm C3 PRECAST CONCRETE VAULT �- -6" SDR 21 PVC PIPE DEPT. OF PUBLIC WORKS BUILDING 2 INCH BLOW -OFF OIL I OH SERVICE w II n n CONFORMING TO ASTM ROW FOR DUAL SERVICE o I RCMOV6JDiLE DOORS, SEE DETAIL IF 6 -42 FINISHED GRADE R/W LINE a•_I 3034. RISER PIPE TO BE =1 - I I1i III =1 f l -Tj- PLUMB AND CENTERED /�7� PLASTIC C2 2 GE OVER VALVE STEM. OR �� vurt mx -- 1 q^ CONCRETE. H II r OoA BOX �IEADDIN � ro MEGA LUG VALVE STEM RISER S[ CITY STD RING W OR RW REQUIRED WHEN MAX. NO. JD3.2 FLANGE _ 36" IS EXCEEDED D.LP7 I ADAPTER (LENGTH VARIES) EAL WRH MASTIC AND NOTE_. Awaammm ALL VALVES MUST HAVE 14 GUAGE INSULATED 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 OQ VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON O 3/16" Thk X 5 1/5" CIA STEEL DEPT. OF PUBLIC-WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O STEELXTUBING SQUARE OPERATING RAL VALVE BOX NUT. LENGTH AS REQUIRED. APPreovP�y DWG. NO, ALL WELDS TO SHAFT SHALL BE 114" PUBLIC WORKS DIRECTOR-FATE- 6- 11 FILLET WELD ALL AROUND. DES. DWN, CKD. DATE ES 3EC TP 4/2007 STANDARD VALVE BOX 2 Nor ro SCALE .MaL jla CONTRACTOR SHALL COORDINATE WITH FIRE SYSTEMS DESIGNER ON EXACT SIZE OF RPBA NEEDED. IF A SIZE OF 3' OR LARGER IS REQUIRED, CONTRACTOR SHALL USE CITY OF YELM STANDARD DETAIL 6 -18. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION TO EXISTING MAIN APPROV DWG. N0, PUBLIC WORKS DIRECTOR DATE 6 -10 DES. OWN. CKD. DATE ES JEG TP 4/2002 CONNECTION TO EXISTING MAIN 1 T NOT TO SCALE PER YEW 6-10 FLOW U 2 C GRAVEL BASE MATERIAL LIST: 12" THICK 1- SERVICE LINE 2. 90' BEND 3, UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S,H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION - 'LAN PROFILE XIN� TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER ,DYED.., DWG. N+O. PUBLIC WORKS DIRECTOR DATE 6- D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DES. DWN. CKD. DATE KR JEG TP 4/2007 REDUCED PRESSURE BACKFLOW ASSEMBLY Is 2' OR SMALLER Sul NOT APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: (5) (5) 4 DOUBLE DETECTOR CHECK VALVE NOT TO PER YEW 6-4 I MEGA LUG MEGA LUG RING SEAL WITH RING WNEIIC STK MO M 1E WNH -2• SLEEVE COUPLING MASTIC MD .--. B -10 CONCRETE METER MORIM BOX WITH METAL LD DOUBLE STMP -24' VALVE BOX BOTTOM SADDLE MIN FLOW FROM MAIN -- j WITH 2 OPEN NUT `^ 2' 6 O.A SEE d -4_R � SUMP, SEC NOTE 9 ST. ELBOW QALV, VALW B -10 CONGMETE No R 12- Box MIN METAL UO WRM 1E O EN NUT - R/W LINE / - IY Mm PRECAST CONCRETE VAULT OR Musa DEPT. OF PUBLIC WORKS BUILDING 2 INCH BLOW -OFF OIL I OH SERVICE ASSEMBLY PLAN VI F.W K AND AP pR 'D,I`�- DWG. NO. MORTAR 6-4.1 ROW FOR DUAL SERVICE TO FIRE DEPT CONNECTION DES. N. K DATE RCMOV6JDiLE DOORS, SEE DETAIL IF 6 -42 FINISHED GRADE R/W LINE a•_I =1 - I I1i III =1 f l -Tj- _1PRECA6Y CONCRETE vAUL A L 3- MIN_ SEE DETIUL Y 6 -4.2 e6wPoPSRLn UP vurt mx WDRIL Nu 2 r OoA �IEADDIN MEGA LUG n.c. cowaxc- S[ CITY STD RING W OR RW NO. JD3.2 FLANGE COUPLING D.LP7 ADAPTER EAL WRH MASTIC AND MORTAR FLOW LLB III .. -2- V ALVus ABLE STEEL 12" MIN. PIPE UPPORTS SEE NOTE B JO- MAX 7ME&4 SCAL TICWTANS TAR 7A -IY VIN, 1 1/2' x- WSXED POCK VE AT MAIN FLOOD TO -LOPE SVMP, SEE NOTE 1 To DRAIN GUY em. EM2 CITY OF YELM SECTION DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE APPROVED DWG. N0. tu, r _� 6 -- /F PUBLIC WORKS DIRECTOR LATE DES. DWN. CKD. DATE ES JEG TP 4/2007 (5) (5) 4 DOUBLE DETECTOR CHECK VALVE NOT TO PER YEW 6-4 I KUPFERLE #77 OR 4ANGE COUPLING I fUNG[ APPROVED EQUAL MMTOP 12 MIN_ COUPLING ADAPTOR - OS -Y NO. 1 NC 1 05 Y -2• SLEEVE COUPLING 1B- VALVE BOX TOP .--. B -10 CONCRETE METER Cdi[ LIICGN CH GK GATE I~ wry 6 BOX WITH METAL LD -24' VALVE BOX BOTTOM MIN / M \ TOP RPORAiION \ \\ GEF NOTE 7. 3 \_2- � SUMP, SEC NOTE 9 ST. ELBOW QALV, VALW 12- um. WRM 1E O EN NUT - - IY Mm PRECAST CONCRETE VAULT DEPT. OF PUBLIC WORKS SEE DETAIL � 6 -4.2 2 INCH BLOW -OFF ASSEMBLY 4 DOUBLE DETECTOR CHECK VALVE NOT TO PER YEW 6-4 I KUPFERLE #77 OR 3' APPROVED EQUAL -T GALv. PLUG -2• SLEEVE COUPLING 1B- VALVE BOX TOP .--. B -10 CONCRETE METER BOX WITH METAL LD -24' VALVE BOX BOTTOM --2' GALV. PIPE SADDLE �L� 2- \ TOP RPORAiION \ \\ \_2- ST. ELBOW QALV, VALW WRM 1E O EN NUT - FIRE LINE CITY OF YELM DEPT. OF PUBLIC WORKS 2 INCH BLOW -OFF ASSEMBLY AP pR 'D,I`�- DWG. NO. 6-4.1 PUBLIC WORKS DIRECTOR GATE DES. N. K DATE ES JEG TP 4/2007 DOUBLE DETECTOR CHECK VALVE NOTES 5 NOT TO SCALE PER YELM 8-4.3 L 48 HOURS E YOU DIG 424 -5555 w 0 z f f o a a ° o N rt z 10%}3 /v SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS NAND PLANNERS 1102 COMMERCE ST., SURE 300 TACOMA, WA 96402 PHONE: (253) 523.0040 - FAX:(253) 573 -0142 www.soundenginc.com - soundOsoundenginc.mm PROJECT: I CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG,S LLC 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428 -0800 FAX:(253)428.8172 EMAIL. PROJECT ENGINEER', JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: )FH 07.21.06 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C26 SHEET 26 OF 31 31?0 SIIHNIIITAL T s C_J10 EDGE OF 2' WATER TIGHT HOUSE INATONUM IRARELEASE CAP TYPICAL IN PROTECTED AREAS 21'0 RIBBED PVC R15ER \ MPy P� ON-PROTECTED AREAS (LANNS, ETON / REQUIRE LID BY ORENCO OR EQUAL- 2' -0' TAIL REQUIRE SERVICE BOXES ('ARSON OR RICH) CARBON FILTER ABOVE EXISTING GROUND / GROUND--\ 1 -MAX. 1 EXISTNG GROUND — ;. 11 I 14 GA. COPPER TONING WIRE m 14 GAUGE TONING WIRE WRAP ONCE AROUND CLEANOUT STANDPIPE i7 1" PVC TRUE UNION BALL VALVE «1 T Y NEW 4' PVC SEWER 1 PVC C.O. B" MIN. GRAVEL LINE (TYP) (3034) TOP OF STEP TANK DOUBLE POLYPROPYLENE 2% SLOPE TO TANK' STRAINER SWEEPING TEE 1" SCHEDULE 80 PVC IPT NIPPILE FROM 1/2 BASE COURSE DIAMETER _ INLET BAFFLE HOUSE BACKFILL FOR i NOTE: PLACE IN A NON— TRAFFIC AREA, UNDISTURBED PERE, DEAN IF PLO. UNDIIS UNDIS BY CITY ENGINEER CITY OF YELM WELDED. CITY TO FIELD LOCATE. EARTH 7 TYPICAL SEWER AUTOMATIC N n FERNCO COUPLING OR APPROVED EQUAL APPROVE DWG. N0. 7-12 W \W\ 9 �7 L� J ,( 5 M PUBLIC PUBLIC WORKS DIRECTOR DATE LEARNED COUPLING OR GENERAL NGrES. D"CO" JY JEG TP 4/2007 L ROCK WALLS SHALL BE CONSTRUCTED OF 3 -MAN TO APPROVED EQUAL 2 -MAN ROCKS FROM BOTTOM TO TOP. ROCK SIZES MLl1lYS ARE AS FOLLOWS. lN` 2 -MAN ROCK (300 TO 6C0 LBSJ 13 INCHES IN X LEAST DIMENSION. TYPICAL CONNECTION PPRD DWG. NO. 1 \fit'- - 7 -7 PUBLIC W1ORK5 DIRECTOR DATE TYPICAL CONNECTION FROM Uj'__44`vBUILDING TO STEP TANK NOT R) SCALE FINISHED 30 '0 RIS ALARM HIGH LEVEL LAG ON /OFF (45' DRAWDOWN ON TO OFF 6 LEAD ON /OFF ) 6 (4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM 6 REDUNDANT OFF 000 6" MIN. BEDDING JY I JEG FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPROVE DWG. N0. PUBLIC WORKS DIRECTOR 7 -14 . DES. WN. D. AT BY JEG TP 4/2007 FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT � ERIT TO SCALE 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON SFTFE,P SEWER NOTES AND DETAILS BRUCE TO EXISTING 14 GAUGE TONING TO STEP TANK CONNECT TO / EXISTING PVC J SERVICE LINE I" KBI BALL VALVE, SL x I" CHECK INSTALLATION NOTES ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY, GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE BOX — CARSON INDUSTRIES MODEL N0, 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ SEWER" (USE IN NON— TRAFFIC AREAS) //,14 CA. OF HEAVY INSULATED / COPPER TONING WIRE / ALL TONING WIRE BPUCES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M 1' SCHEDULE) 40 PVC SWP PVC SWING CHECK VALVE SL x SL / 1" K81 BALL VALVE. SL x SLJ I" PVC NIPPLE, SL x 51- - 1' x MAIN OTA. PVC REDUCING TEE S. x S_x TH OR PIPE SADDLE TYPICAL 1" SERVICE CONNECTION APPROVED I DWG. N0, PUBLIC WnRK,% nIRFR`TOP 11ns 7 -1 JY I JEG I TP NOTE THIS PROJECT USES Y SERVICE ONES PIPE S12E CAUAUTS W THIS DETAIL TO BE INCREASED ACCORONGLY. TYPICAL 1' SERVICE CONNECTION FROM STEP TANK TO FORCE MAIN L NDT TO SCALE \ � NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 11' AIR RELEASE VALVE OR 1' DEPTH OF SILT OR `XS C1pO%' \N INATONUM IRARELEASE CLAY, SLOPE TO DRAIN -� OQ6 21'0 RIBBED PVC R15ER \ MPy P� LID BY ORENCO OR EQUAL- 2" RIGID FINISH GRADE SNAIL INSULATION BE WITHIN 1'3 1/4" CARBON FILTER \ OF TOP OF LIP, EXISTING GROUND 3 1 -MAX. ;. 11 I I i m 14 GAUGE TONING WIRE rc fi� s % •3 i7 1" PVC TRUE UNION BALL VALVE «1 T Y m 1 SLOPE U B" MIN. GRAVEL --------------------- . BACKFILL FOR WALLS POLYPROPYLENE " SCHEDULE 40 PVC STRAINER 1" PVC ELL SL %TI 1" SCHEDULE 80 PVC IPT NIPPILE SELF TAPPING PVC SADDLE 1/2 BASE COURSE DIAMETER PRESSURE SEWER MAIN OF PEA GRAVEL BACKFILL FOR i NOTE: PLACE IN A NON— TRAFFIC AREA, UNDISTURBED PERE, DEAN IF PLO. UNDIIS UNDIS BY CITY ENGINEER CITY OF YELM WELDED. CITY TO FIELD LOCATE. EARTH 7 TYPICAL SEWER AUTOMATIC N n AIR RELEASE VALVE APPROVE DWG. N0. 7-12 W \W\ 9 �7 L� J ,( 5 M PUBLIC PUBLIC WORKS DIRECTOR DATE GENERAL NGrES. D"CO" JY JEG TP 4/2007 L ROCK WALLS SHALL BE CONSTRUCTED OF 3 -MAN TO 2 -MAN ROCKS FROM BOTTOM TO TOP. ROCK SIZES MLl1lYS ARE AS FOLLOWS. lN` 2 -MAN ROCK (300 TO 6C0 LBSJ 13 INCHES IN LEAST DIMENSION. 3-MAN ROCK (500 TO 1200 TEST IB INCHES IN CITY OF YELM LEAST DIMENSION DEPT OF PUBLIC WORKS 2. THE ROCK WALL SHALL BE INSTALLED WI TN A SMOOTH - FACE. J. THE LONG DIMENSION OF THE ROCKS SHALL BE PER- LL PENDICULAR TO THE FACE OF THE. WALL TO PROVOE MAXIMUM STABILITY. 4. EACH ROCK SHALL HE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE LOWER TIER. APPROVED CAN. NO. 5. CALL FOR INSPECTION PRIOR TO SETTING ANY ROCKS. 'PUBLIC 4 -1 8 B. DESIGNS VARYING FROM THAT SHOWN SHALL CARRY WORKS DIRECTOR DATE THE SEAL OF A CIVIL ENGINEER. DES. DWN. CKD. DATE aEG s —c 5 -0 s —C 10/3/9a TYPICAL STEP TANK RISER \ � NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: MANHOLE RING AND COVER. CONCRETE COLLAR, 14 GA. COPPER TONING WIRE 2. -0" TAIL INTO RISER , TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE 3 NOT TO SCALE CONTRACTOR TO EPDXY TWO 1" PVC PIPE PIECES I" LONG TO FIBERGLASS LID FOR LIFTING COMPACTED BACKFILL RISER WITH FIBERGLASS LID ORENCO SYSTEMS. INC., OR EQUAL. - • 21" PVC RISER REQUIRES 24* RING & CAST IRON COVER 24" PVC RISER REQUIRES 30° RING & ALUMINUM COVER 30" PVC RISER REQUIRES 36" RING & ALUMINUM COVER E01 CITY OF TRAFFIC SEARING LIE) t ROVE DWG. N0. �"� 7 -19 LIC WORKS DIRECTOR DATE DES. CKD. DATE JY JEG TP 4/2007 LID FOR STEP T STEP SYSTEM NOTE STEP SEWER SYSTEM BEYOND INLET WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF YELM. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 z � £ U Eo C�C g� o 0 a � 1=11 Sk I N D s 2 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.OM. FAX:(253) 5730142 W W W.soundenginccom+ sound@soundenginc.mm PROJECT. CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: ]HAUGIa1SOUNDENGTNC CO. DRAWN: P HELLER BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT k: 07118 SHEET NAME: S.T,E,P. SEWER NOTES AND DETAILS C27 II SHEET 27 OF 31 3RDSUBVITTAL JAN 12 11' AIR RELEASE VALVE OR INATONUM IRARELEASE �p`VOMB 21'0 RIBBED PVC R15ER \ W/ BOLT ON FIBERGLASS LID BY ORENCO OR EQUAL- 2" RIGID FINISH GRADE SNAIL INSULATION BE WITHIN 1'3 1/4" CARBON FILTER \ OF TOP OF LIP, EXISTING GROUND 3 1 -MAX. ;. 11 I m 14 GAUGE TONING WIRE 1/2" PVC TRUE UNION BALL VALVE •3 _: 1" PVC TRUE UNION BALL VALVE «1 T Y m 1 SLOPE U " --------------------- . POLYPROPYLENE " SCHEDULE 40 PVC STRAINER 1" PVC ELL SL %TI 1" SCHEDULE 80 PVC IPT NIPPILE SELF TAPPING PVC SADDLE ROMAC MODEL 304 OR EQUAL MINIMUM OF 8" PRESSURE SEWER MAIN OF PEA GRAVEL BACKFILL FOR DRAIN NOTE: PLACE IN A NON— TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT CITY OF YELM WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPROVE DWG. N0. 7-12 PUBLIC PUBLIC WORKS DIRECTOR DATE DES. C A JY JEG TP 4/2007 MANHOLE RING AND COVER. CONCRETE COLLAR, 14 GA. COPPER TONING WIRE 2. -0" TAIL INTO RISER , TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE 3 NOT TO SCALE CONTRACTOR TO EPDXY TWO 1" PVC PIPE PIECES I" LONG TO FIBERGLASS LID FOR LIFTING COMPACTED BACKFILL RISER WITH FIBERGLASS LID ORENCO SYSTEMS. INC., OR EQUAL. - • 21" PVC RISER REQUIRES 24* RING & CAST IRON COVER 24" PVC RISER REQUIRES 30° RING & ALUMINUM COVER 30" PVC RISER REQUIRES 36" RING & ALUMINUM COVER E01 CITY OF TRAFFIC SEARING LIE) t ROVE DWG. N0. �"� 7 -19 LIC WORKS DIRECTOR DATE DES. CKD. DATE JY JEG TP 4/2007 LID FOR STEP T STEP SYSTEM NOTE STEP SEWER SYSTEM BEYOND INLET WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF YELM. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 z � £ U Eo C�C g� o 0 a � 1=11 Sk I N D s 2 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.OM. FAX:(253) 5730142 W W W.soundenginccom+ sound@soundenginc.mm PROJECT. CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: ]HAUGIa1SOUNDENGTNC CO. DRAWN: P HELLER BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT k: 07118 SHEET NAME: S.T,E,P. SEWER NOTES AND DETAILS C27 II SHEET 27 OF 31 3RDSUBVITTAL JAN 12 MARK EQUIPMENT LISTING AND SUPPLIER SIZE (GAL) DIA (FT) MARK A C.S.I. SINGLE WALL FIBERGLASS TANK OUTLET I.E. TANK BOTTOM SIZE (GAL) B C.S.I. FRP HOLD DOWN STRAP 6 TURNBUCKLE ASSEC OUTLET RIM INLET I.E. TANK BOTTOM A C.Sl PRECAST DEADMAN ANCHOR WITH EYEBOLTS WX 349.12 VK D 23.5' FIBERGLASS COLLAR WITH TANK ACCESS OPEE 337.90 4,000 8.00 349.05 29.5' FIBERGLASS COLLAR WITH 23' TANK ACCESS 344.15 337.40 B F 24' PVC RISER WITH COVER 346.93 342.63 INLET RIM EL =SEE TABLE A 8 6" INLET PIPE EL-SEE TABLE A TYP. CONNECTION FROM BLDG TO STEP TANK SEE DETAIL 1 C27 TYP. TANK BEDDING SEE DETAIL 5 C28 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S.T.E.P SEWER NOTES AND DETAILS 30' H -20 LOADED TR AFFIC BEARING LID -^-� SEE DETAILS \ 56 C27 OUTLET RIM EL =$EE TABLE A 2/3 OF TOTAL LENGTH PIPING WITH FRP COMPARTMENT NOTES: 1. SEE DETAIL p2 ON SHEET C27.1 FOR SPECIFIC DIMENSIONS FOR EACH SIZE TANK. 2. FULL SIZE DEADMAN ANCHORS SHALL BE INSTALLED FOR ALL TANKS. SEE DETAIL 02 ON SHEET C27.1 FOR SPECIFIC DIMENSIONS FOR EACH SIZE TANK. 3. TYPICAL FLOAT SETTINGS PER THE CITY OF YELM ARE SHONIN ON DETAIL #4 ON SHEET C27. AND SUPPLIER I CSI I CUSTOMER FILTER (ORENCO PUMP MODEL PF20051DI I X TYP. CONNECTION FROM STEP TANK TO FORCE MAIN SEE DETAIL 2 C27 I r2l i . n _ TANK BOTTOM EL =000 (BASELINE FOR TABLE B) SEE TABLE A FOR SPECIFIC INFORMATION TABLE A - SPECIFIC TANK INFORMATION TANK 1 TANK 2 BUILDING SIZE (GAL) DIA (FT) INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM SIZE (GAL) DIA (FT) INLET RIM OUTLET RIM INLET I.E. TANK BOTTOM A 4,000 8 349.12 349.05 344.65 344.40 337.90 4,000 8.00 349.05 349.11 344.15 337.40 B 5,000 8 347.03 346.93 342.63 - -- 335.88 - -- - -- - -- - -- (2) 4,000 GAL "* C 6,000 8 346.86 346.78 342.44 - -- 335.69 - -- - -- ___ -__ - -- 5.40 D 5,000 8 346.66 346.57 342.19 341.94 335.44 4,000 8.00 346.44 346.34 341.69 334.94 E (NORTH) 4,000 8 346.18 346.11 341.72 - -- 334.97 - -- - -- _ -- ___ E (SOUTH) 5,000 8 346.52 346.42 342.08 341.83 335.33 4,000 8.00 346.28 346.21 341.58 334.83 F (WEST) 4,000 8 348.19 348.11 343.74 - -- 336.99 - -- - -- ___ -__ - -- ___ F (EAST) 4,000 8 347.06 346.99 342.59 342.34 335.84 4,000 8.00 346.99 347.07 342.09 335.34 G 4,000 8 346.33 345.93 341.83 - -- 335.08 - -- - -- - -- _ -- ___ - -- H 5,000 8 346.97 346.87 342.62 342.37 335.87 4,000 8.00 346.76 346.69 342.12 1 335.37 1 6,000 8 347.50 347.39 343.05 - -- 336.30 - -- - -- - -- __- ___ - -- J (WEST) 6,000 8 348.09 347.95 343.61 - -- 336.86 - -- - -- ___ - -- ___ ___ J (EAST) 5,000 8 348.52 348.45 344.08 -- 337.33 - -- - -- - -- - -- ___ REC BLDG 2,000 6 346.79 346.74 342.36 - -- 337.28 - -- _- -__ __- ___ - -- COMM1 6,000 8 350.79 350.81 345.75 345.50 339.00 6,000 8.00 350.81 350.81 345.25 338.50 COMM2 6,000 8 350.55 350.64 345.75 345.50 339.00 6,000 8.00 350.67 350.67 345.25 338.50 POOL 2,000 6 346.06 345.92 341.62 - -- 336.54 - -- - -- -__ - -- ___ TABLE B - SPECIFIC TANK INFORMATION TANK "A" "B" "C" "D" "E" "F" "G" 2,000 GAL 2.50 3.00 3.50 3.88 4.00 4.38 4.50 4,000 GAL 2.70 3.40 3.90 4.28 4.40 4.78 4.90 5,000 GAL 3.10 3.90 4.40 4.78 4.90 5.28 5.40 6,000 GAL 3.10 3.90 4.40 4.78 4.90 5.28 5 (2) 4,000 GAL "* 3.70 4.20 1 4.58 4.70 .O8 5.20 5,000 GAL / 4,000 GAL ** 3.90 4.78 4.90 5.28 5.40 (2) 6,000 GAL 4.30 4.80 5.18 1 5.30 5.68 5.80 * *BAFFLE L NOT REQUIRED FOR TANKS PLACED IN SERIES PER WASHINGTON STATE OE " RIA FOR SEWAGE WORKS DESIGN ", Cl-10.1.6A. clz 0 � ^ /XIS -1 (,` TYPICAL S.T.E.P. TANK CONFIGURATION NOT TO SCALE WWN..CONTAINMENTSOLUTBWSCOM "F APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL 9 0 z f o� 0 w g ols a � 'I- c TABLE C TANK SIZE INFORMATION TANK SIZE A B z E3 E F G 2,000 GAL O 6' -0" 11 -11" 2 -0j" 2' -2j" 6' -101" in 4,000 GAL 7' -11" 7' -B" 1IS -1111" S -64" S -6j" 6' -101" 161" (TYP) 5,000 GAL 7' -11" 7' -8" z QJ S -6}" 3' -6�' 9' -71" 161" (TYP) 6,000 GAL d 7' -8" 19' -5" S -61° 3' -64" 12' -41" 161" (TYP) a NOTES: ► HOLD DOWN STRAP LOCATION DEADMAN SIZES: a 2,000 GAL TANK: 12 "x12 "x12' 4,000 GAL TANK: 12 "x12 "x12' 5,000 GAL TANK: 12 "x12 'x16' 6,000 GAL TANK: 12"x12 "x18' TABLE C TANK SIZE INFORMATION TANK SIZE A B C D E F G 2,000 GAL 6' -2j" 6' -0" 11 -11" 2 -0j" 2' -2j" 6' -101" 161" (TYP) 4,000 GAL 7' -11" 7' -B" 1IS -1111" S -64" S -6j" 6' -101" 161" (TYP) 5,000 GAL 7' -11" 7' -8" 16' -93" S -6}" 3' -6�' 9' -71" 161" (TYP) 6,000 GAL 7' -11" 7' -8" 19' -5" S -61° 3' -64" 12' -41" 161" (TYP) STEP TANK SIZES Z NOT TO SCALE v CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 E SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITS 300 TACOMA, WA 98402 PHONE: (253)573 -0040 "FAX:(253)573 -0142 w mundengin000m " mund @soundengins.mm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL IHAUG @SOUNDENGINC.COM DRAWN: P. HELLER BY QR: JFH 072108 BY DATE SCALE: NIS DATE: 07.30.08 PROJECT k: 07118 SHEET NAME: S.T.E.P. SEWER NOTES AND DETAILS C27.I SHEET 07"31 TMnCIIRMITTAt ,n,a 1 0 7niR a a M_ m 0 N N -PUMP CONTROL GARAGE CONTRACTOR TO PANEL SHIM, ETC. TO WALL ACCOUNT FOR DIFFERENT TYPES Q OF SIDING — m 3/4" PVC (CONTRACTOR TO CONDUIT FORM BOTH CONE AS SHOWN FOR E o zo 3/4" LB CONDUITS) — ilN � 2 1=� ELECTRICAL o LINE FROM TO ELECTRICO UNDER HOUSE PANEL - CONDUIT To STEP _ iANN J�FOOTING /STEM TO STEP — WALL TANK -LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS, :E WALL 0ONTROL —'—STAINLESS STEEL TWO HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL LEXIS NG GROUND z n� 1 TO STEP TANK CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR DWG. NO. 7 -5 JY I LEG 1 TP TYPICAL PUMP CONTROL PANEL 1 NOT TO SCALE VALVE BOX, RICH N0, 910 OR EQUAL W/ COVER MARKING TO HEAD "SEWER' CONCRETE SLAB 2' v 2'� CENTERED ON VALVE w/ 4 - #4'S EACH WAY TOP 6" PVC PIPE AS1M D -3034 (WHITE) --'�- PVC SEWER MAIN DO NOT COVER BOLTS W/ CONCRETE UNDISTURBED NOTE: 2" & 3' VALVES MAY BE BELL v BELL AT THE CONTRACTORS OPTION VALVE NUT EXTENTIONS REQUIRED TO BRING NUT TO WITHIN 12' OF THE SURFACE. CLR. TONING WIRE, BRING TO SURE -ACE IN VALVE BOX DRILL 1/2" HOLE OR SLOT FOR WIRE -GATE VALVE, MJ X MJ 2 - #4 BARS CONCRETE SUPPORT BLOCK FOR VALVES 2' AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE .If RKS DIRFr..TOR ILTF DWG. ND. PURI 7 -21 JY I JEG I TP MAIN LINE GATE VALVE 3 E CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S.T.E.P. SEWER NOTES AND DETAILS SANITARY SEWER MAIN INSTALLATION GENERAL NOTES SANITARY SEWER MAIN INSTALLATION GENERAL NOTES CONT. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE PATH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCT10N MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL 6E FULLY RESPONSIBLE FOR THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12- TO 18- UNDER THE PROPOSED SUBGRADE. 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 OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE 600Y. TAPE SHALL BE TERRA TAPE -D: OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12- ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED - POWER -. TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REWIRED IN ACCORDANCE WITH THE AE30VE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE -ON -OFF- SWITCH CONTROLLING POWER TO PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL 1115031-0 RAYNTITE SINGLE GANGE WEATHERPROOF COVER 1.406 - DIAMETER. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: a)TANK INSTALLATION, I.E.; BEDDING AND LOCATION b)TANK INFILTRATION, EXFILIRAT10N TEST c) S.S. PRESSURE TEST d)SERVICE LINE PRESSURE TEST e) FINAL INSPECTION 21. S T OL AN R (-(Er OIPP'r9 GA LJ/j Nl2E0 LAN, SS'V -1A'r ON LK RESTORATION TABLE 1 SURFACE BACKFILL/ COMMENTS/ THICKNESS TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS CRUSHED RESTORATION SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE 3/16 V I TYP. FINISH GRADE A.C. PAVEMENT 3' MIN. GRADE B A.C. SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL EXISTING PAVING OVER 4' CRUSHED STEEL TWO HOLE OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% GRADES AND CURBS w 3 m z vwi j w \� / \� / BACKFILL SEE s w w m 5 —/ —/ RESTORATION TABLE SELECT BACKFILL I I CONCRETE THICKNESS COMPACT TO 953 <m MAINTAIN SIDE SLOPE AS STEEP 1z DIA, FINISH GRADE SHALL BE LAWN /LANDSCAPE AS POSSIBLE NATIVE BACKFILL SMOOTH h CONSISTANT REMOTE POST - RESIDENTIAL TOP SOIL COMPACT TO BSX WITH EXISTING GRADE SEWER LINE U 1 MOUND BACKFILL UNIMPROVED 6DFACE N/A n 2" ABOVE EXISTING PIPE BEDDING FOR � GRADE & SMODTH FLEXIBLE PIPE .TITLE— PIPE O.D. PIPE O.D. W CSBC - CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. N0. PUBLIC WORKS DIRECTOR DATE DES. IAN. CKD. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 SURFACE BACKFILL/ COMMENTS/ THICKNESS TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95X SMOOTH & CON$ISTANT 3/16 V PVC CONDUIT WITH EXISTING A.C. PAVEMENT 3' MIN. GRADE B A.C. SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL EXISTING PAVING OVER 4' CRUSHED STEEL TWO HOLE OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% GRADES AND CURBS EXISTING GROUND SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 953 TEXTURE. AND GRADE. HYDROSEED/ PLANTINGS 1z DIA, FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 4' MIN. TYPE A NATIVE BACKFILL SMOOTH h CONSISTANT REMOTE POST - RESIDENTIAL TOP SOIL COMPACT TO BSX WITH EXISTING GRADE INSTALLATION NATIVE BACKFILL MOUND BACKFILL UNIMPROVED 6DFACE N/A PUBLIC WORKS DIRECTOR DATE 2" ABOVE EXISTING DES. OWN, CKO. DATE COMPACT TO 859 GRADE & SMODTH TYPICAL PIPE TRENCH � NOT ro SCALE NATIVE OR ; BACKFILL AS DIRECTED 8) ENGINEER. FLEXIBLE PIPE (SECTION 9 -03.16 WSDOT 1994 STANDARD SPECIFICATIONS) FIBERGLASS TANK BEDDING APPROVED DWG. ND. PUBLIC WORKS DIRECTOR DATE 7 -16 DE WN. CKD. DATE JY JEG TP 4/2007 FIBERGLASS TANK BEDDING Nor ro sCAIE PER YBM 7 -18 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: FORM CONDUITS TO _ .. POST OR CHANNEL. SEE O TYPICAL PUMP CONTROL PANEL DETAIL BRAWING #6. 1-0 - PUMP CONTROL PANEL 3/16 V PVC CONDUIT 4 "XB" PRESSURE TREATED POST u, ATTACH CONDUIT TO POST WITH STAINLESS STEEL TWO HOLE STRAPS CONCRETE EXISTING GROUND rys n TO NEW -' TO STEP TANK ELECTRICAL PANEL 1z DIA, CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION AP?&StkT&-_ DWG. NO. 7 -4 PUBLIC WORKS DIRECTOR DATE DES. OWN, CKO. DATE JY LEG TP 4/2007 I I CONTROL PANEL INSTALLATION ON SIDE OF STRUCTURE NOT TO SCALE PVC PIPE ON THREADED FLU, III I VIII 6- PVC PIPE ASTM D - 2"0 -90' BEND SCH 40 PVC PIPE FROM - VALVE W /SOLVENT WELD JOINTS. PIPF. TO eE SAME SIZE SEWER MAIN RICH NO. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ 'SEWER' (TYP.) #4 0 7. O.C. EACH WAY TOP DRIP 1/2' HOLE OR SLOT FOR WIRE GATE VALVE SHALL BE SAME SIZE AS MAIN (MJXMJ) TONING WIRE. �- CONNECT TO MAINLINE USE EXPANSION FITIINGS AS REQUIRED VA I VE NUT ExTENTI0N5 REQUIRED ID BRING MUT TO WITHIN 24' DE THE SURFACE OF TYPICAL END OF LINE CLEANOUT P"ROVFLI. uwc. ND. lC� \7 7-20 SLID WORKS OIREOiOR ,ATE DES. DWN. CKD. DAT JY LEG TP 4/2007 END OF LINE CLEAN OUT V N OT ro SCALE PFR YELM 7 -20 0 f 0 V w W C S I= S 0 jE 00 s Z a n F d z 5EI SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040. FAX:(253) 573 -0142 wmmundenginncom. soundosoundengioacom PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: V515SECK BY QR: IFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEETNAME: S.T.E,P. SEWER NOTES AND DETAILS CALL 48 HOURS ��� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 28 OF 31 3RD SUBA91TfAl JAN 12 2010 rn 3 N a F— w 0 I a0 n W z 0 d0 I, i n °o N F- U W 0 a I E a a a I 0 0 N CIT 0 - a4L_ F_ CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON 30' 10' CHANNELIZATION NOTES AND DETAILS SYMBOL CENTER LINE &LANE LINE YELLOW - CENTER LINE, & LANE WHITE - LANE LINE I 2' -0" NOW- NO —PASS LINE & TWO WAY LEFT TURN CENTER LINE YELLOW SEE CONTRACT FOR LENGTH EDGE LINE & SOLID LANE LINE SEE CONTRACT FOR LENGTH YELLOW OR WHITE - SEE NOTE 2 4" OR 12" - �� SEE NOTE 3 DOUBLE CENTER LINE & DOUBLE LANE LINE 1. Dotted Extension Line shall be the same color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way, and yellow on the left edge of traveled way (on one -way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Center Line shall be 12" everywhere, except 4" for left turn channeliz- ation and narrow roadways with lane widths of 10 feet or less. Local Agencies (on non -State Routes) may specify a 4" distance for all locations. The distance between the lines of the Double Lane Line shall be 4 ". 4' Wide Lane Line shall be white. Wide Line shall be yellow or white as specified in the Plans. LINE MARKING PATTERNS Nor TO SCALE A PORTION OF WSDOT M- 20.10 -00 STOPPING POINT FOR LEFT TURN LANE Q O Vl 0 c� 0 o a TWO -WAY LEFT -TURN CENTER LINE YELLOW - DBL. CTR. LINE, WHITE - DBL. LANE LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE J� / J J p 100' 500' MAX. WHITE EDGE LINE TWO -WAY LEFT -TURN CENTER LINE WIDE LANE LINE DOUBLE CENTER LINE (YELLOW) (NARROW PATTERN) TAPER F WHITE EDGE LINE (DOUBLE CENTER LINE (YELLOW) (NARROW PATTERN) NO PASS LINE (WHEN REQUIRED) JI ` CENTER LINE LEFT TURN CHANNELIZATION NOT TO SCALE A PORTION OF W5DOT SDJ PLAN M- 140-00 I o / I I 00 MARKING AREA 17.44 SQ.FT. TYPE 1 TRAFFIC ARROW TO W O Z APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - SYMBOL & LANE Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with a posted speed limit of 45 mph or higher. ELLIPSE "A" i �t I `00 ELLIPSE "B I co �t 'v W CO a CENTER POINT OF ELLIPSES m I MARKING AREA 17.93 SQ.FT. I GRID IS 4" SQUARE - - 8" 1 / 2' -4" 1' - 4" - ELLIPSE "B" AXIS-/ TYPE 2L (LEFT) TRAFFIC ARROW SYMBOL MARKINGS 3 NOT TO SCALE PER NSDOT M- 24.40 -01 (SHEET 1 OF 2) TO 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimen- sions may vary to fit existing conditions. See Contract. L =12' Typical Lane Width. See Contract for specified lane widths. -<02- Type 2L Traffic Arrow TYPE 2R (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW w g a o 21 � azlN �19 2A I��sa �rf SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FAX:(253) 573 -0142 w .mundengmwm. soun0sounden4lnc.com PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEC(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG EMAIL: JHAUG @SOUNDENGINCCOM DRAWN: VSISSECK BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT 4: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS CALL LYOU RS BEFORDIG A29 1- 800 5 SHEET 2 9 OF 31 3RU SIaBNIrrTAL 2010 DIMENSION TAPER DIMENSION 170' 360' 120' 160' 330' 110' 150' 300' 100' 140' 270' 90' 130' 240' 80' 120' 210' 70' 110' 180' 60' 100' 150' 50' 90' 120' 40' APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - SYMBOL & LANE Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with a posted speed limit of 45 mph or higher. ELLIPSE "A" i �t I `00 ELLIPSE "B I co �t 'v W CO a CENTER POINT OF ELLIPSES m I MARKING AREA 17.93 SQ.FT. I GRID IS 4" SQUARE - - 8" 1 / 2' -4" 1' - 4" - ELLIPSE "B" AXIS-/ TYPE 2L (LEFT) TRAFFIC ARROW SYMBOL MARKINGS 3 NOT TO SCALE PER NSDOT M- 24.40 -01 (SHEET 1 OF 2) TO 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimen- sions may vary to fit existing conditions. See Contract. L =12' Typical Lane Width. See Contract for specified lane widths. -<02- Type 2L Traffic Arrow TYPE 2R (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW w g a o 21 � azlN �19 2A I��sa �rf SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FAX:(253) 573 -0142 w .mundengmwm. soun0sounden4lnc.com PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEC(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG EMAIL: JHAUG @SOUNDENGINCCOM DRAWN: VSISSECK BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT 4: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS CALL LYOU RS BEFORDIG A29 1- 800 5 SHEET 2 9 OF 31 3RU SIaBNIrrTAL 2010