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20070404 Redline Plans 2 022720093 0 0 N I m 0 ui 0 u U e 0 0 0 I 0 0 N 0 d p I �I i it I � I � GRAPHIC SCALE 00 0 3U 00 120 240 ( IN FEET I inch = 60 1L r , L,''L a4,84-ODD i i ---- 5----- 5----- SN6TR AVE SE- FILL SPECIFICATIONS FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND SEE ASSUMES NO RESPONSIBIUTY ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING 1- 800 - 424 -5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBIUTY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTIUTIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUND ENGINEERING ASSUMES NO UABIUTY FOR THE LOCATION OF UNDERGROUND UTILITIES. EASEMENT NOTE A BLANKET EASEMENT WILL INCORPORATE ALL ACCESS TO UTILITIES OF SITE. EASEMENT WILL BE RECORDED PRIOR TO FINALIZATION OF PROJECT. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY PR12Y SURVRYING. (SEE SHEET TS FOR TOPOGRAPHIC SURVEY SHEET) WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SO CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. ELEVATION DATUM FLOOD PLAIN NOTE NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBUSHED 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. ELEVATION = 359.66 THE 100 YEAR FLOOD ELEVATION WAS APPROXIMATED PER THURSTON COUNTY AND FEMA MAPPING. 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 COVER SHEET SOILS REPORT NOTES THE FOLLOWING SOILS REPORT NOTES FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOIL INVESTIGATION PERFORMED BY: GEORESOURCES, LLC. 5007 PACIFIC HWY. E. STE. 201 FIFE, WA 98424 (253) 896 -1011 REPORT: DATED AUGUST 29, 2007 AND ALL SUBSEQUENT ADDENDUMS. 1. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED PATH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFUCT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE 3. EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS. INSPECTIONS AS RECOMMENDED WITHIN 4. SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: PLACEMENT OF STRUCTURAL FELL MATERIAL BENEATH BUILDINGS AND PAVEMENT. SUBGRADE PREPARATION OF BUILDING. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL 6. THE CONTRACTOR SHALL HAVE INFILTRATION TESTING PERFORMED AT TIME OF SYSTEM EXCAVATION, BUT PRIOR TO BACKFILUNG TO ENSURE INFILTRATION RATE IS WITHIN DESIGN PARAMETERS. CONTRACTER SHALL NOTIFY PROJECT ENGINEER IMMEDIATLY FOR POSSIBLE DESIGN CHANGES. Tl TT, = ^-200' IT a✓ \ 11 SHOREUNE \A BUFFER UNE �' PROP. 20' A ESS A ''.EASEMENT TO GRANTED\ To CITY OF \ i 1 WETLAND BOUNDAR \ LINE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: CURRENT OWNER YELM CREEK BLDG.S, LLC. 240 STADIUM WAY SOUTH TACOMA, WA 98402 (253) 428 -0800 SURVEYOR PRIZM SURVEYING P.O. BOX 110700 TACOMA, WA 98411 (253) 404 -0983 LEGAL DESCRIPTION UTILITIES WATER: CITY OF YELM SEWER: CITY OF YELM POWER: PSE GAS: PSE PARCEL & ADDRESS 64303400400, 64303400501 AND 64303400502 10520 CREEK ST SE YELM, WA BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) \ LOT 4, BLOCK 34 OF MCKENNA IRRIGATED / "3i' "'1 EXISTING ` \ TRACTS, AS PER PLAT RECORDED IN VOLUME � 9 OF PLATS, PAGE 43; IN THURSTON COUNTY WASHINGTON S.E. VICINITY MAP NOT TO SCALE LEGEND FOUND SECTION CORNER PROPOSED \, \, \ 1111004111 FOUND QUARTER CORNER BLDG. APPROX. 100 I FLOODPLAIN \ LOT SIR BLOCK 34 OF MCKENNA IRRIGATED 'I STREET LIGHT GUY ANCHOR FOUND MONUMENT LINE y5D' TRACTS AS RECORDED IN VOLUME 9 OF ❑ 0 TELEPHONE RISER COTTONWOOD TREE EDGE OF WATER PLATS, PAGE 43; EXCEPTING THEREFROM THE 0 FOUND IRON PIPE I� 6/20/07 -._ WEST 387.2 FEET AND EXCEPTING ALSO THE 0 CALCULATEDMONUMENT SOUTH 10 FEET FOR SECONDARY STATE OVERALL GRADING AND DRAINAGE PLAN LIGHT HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT 0 ACCESS WAY A PORTION CONVEYED TO STATE OF WASHINGTON ROAD, STORY, AND UTLITIES PLAN & PROFLE - STORM CULVERT BY DEED RECORDED APRIL 15, 1985 UNDER ROAD, STORY, AND UTLI 8 PLAN & PROFLE - ACCESS WAY 8 _ 1 AUDITOR'S FILE NO. 8504150149; ROAD, STORM, AND UTLITIES PLAN & PROFLE • IRRIGATION CONTROL VALVE I 200' (NP I -Q- UTILITY POLE ' WEILAND�� I I IN THURSTON COUNTY, WASHINGTON. STATISTICAL INFORMATION �---� STREET LIGHT GUY ANCHOR BUFFER LINE I 'I I ( _ 1 ZONING: COMMERCIAL ZONE (C -1) SITE AREA (NET): 748,075 S.F. (17.17 ACRES) DENSITY ALLOWED: 16 UNITS /ACRE (60% OF NET AREA ALLOWED AS RESIDENTIAL) ❑ 0 TELEPHONE RISER COTTONWOOD TREE 1 I SHORELINE AREA NOTE SHORELINE JIMSTICTIONAL AREA: 67,618 S.F. (1.55 ACRES) DENSITY ALLOWED: 2 UNITS /ACRE NUMBER OF UNITS ALLOWED: 3 DENSITY PROVIDED:15.9 UNITS PER ACRE (164 UNITS TOTAL) NUMBER OF STORIES (RESIDENTIAL): 3 BUILDING HEIGHT (RESIDENTIAL) 40 -FOOT MAX.: PARKING REQUIRED (RESIDENTIAL): 2 STALLS PER UNIT (328 STALLS) PARKING PROVIDED (RESIDENTIAL): 2.02 STALLS PER UNIT (331 TOTAL) COMMERCIAL BUILDING AREAS: 45,540 TOTAL SQUARE FEET BETWEEN FIVE BUILDINGS PARKING REQUIRED (COMMERCIAL): AVERAGE OF 1 STALL PER 250 SQ.FT. OF THE GFA (182 STALLS) PARKING PROVIDED (COMMERICAL):1 STALL PER 244 SQ. FT. OF THE GFA (187 TOTALfa�fl °" C4 v CHERRY TREE WATER VALVE WATER FIRE HYDRANT (FH) FE ETECTORC CHECK VALVE DOUBLE DETECTOR CHECK VALVE ASSEMBLv FORCE LINE ELBOW MAIL BOX NUMBER OF UNITS PROVIDED: 3 STALLS) CO OVERALL GRADING AND DRAINAGE PLAN SHEET INDEX - ROAD CENTERLINE Cl COVER SHEET WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED - - - - - C2 DMENSIONMED & HORIZONTAL CONTROL PLAN HOSE BIB C8 TEMPORARY EROSION & SEDINEHTATION CONTROL PLAN C4 TEMPORARY BONN & SENWATION CONTROL PLAN NOTES & DETAILS CS OVERALL GRADING AND DRAINAGE PLAN �� CO OVERALL GRADING AND DRAINAGE PLAN C7 ROAD, STORM, AND UTLITIES PLAN & PROFLE- ACCESS WAY A C8 ROAD, STORY, AND UTLITIES PLAN & PROFLE - ACCESS WAY A CO! ROAD, STORY, AND UTLI 8 PLAN & PROFLE - ACCESS WAY 8 CIO ROAD, STORM, AND UTLITIES PLAN & PROFLE • ACCESS WAY C C11 ROAD, STORY, AND UTLITIES PLAN At PROFLE - ACCESS WAY D C12 ROAD, STORY, AND UTLITIES PLAN & PROFLE - ACCESS WAY E C18 ROAD, STORM, AND UTLITIES PLAN & PROFILE - ACCESS WAY E C14 ROAD, STORY, AND UTLITIES PLAN & PROFLE - ACCESS WAY F CIS ROAD, STORM, AND UTILITIES PLAN & PROFLE - ACCESS WAY F C18 ROAD, STORM, AND UTLRWS PLAN & PROFLE - CREEK STREET Cl? CREEK STREET CHANNELIZATN)N PLAN SIGN CIS WATER PLAN C19 S.T.P. SEWER PLAN FLOOD INSURANCE RATE MAPS AS PUBLISHED. THE APPLCANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS C20 STORM DRAINAGE C21 ACCESS WAY NOTES AND DETAILS C22 ACCESS WAY CROSS SECTIONS AND DETAILS - C28 $TORM DRAINAGE NOTES AND DETAILS ISSUANCE C24 WATER QUALITY NOTES AND DETAILS 4. C26 WATER SYSTEM NOTES AND DETAILS STOCKADE FENCE C28 WATER SYSTEM NOTES AND DETAILS C27 S.T.E.P. SEWER NOTES AND DETAILS THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN -- v - -- CHAINLINK FENCE N J>R l 3J_ ■ O 0 • 71 _SD_ _R_ - FM -SS -W pro OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE OF WATER USAGE WELL BE REQUIRED AS _ _ PROPERTY LINE - - PART OF THE CIVIL PLAN SUBMISSION. 10. THE PROPOSED SITE SHALL CONNECT TO THE CITYS STEP SEWER SERVICE. THE CONNECTION FEE WELL BE - - - - - - - - - - EASEMENT LINE - - - - - - - - BASED ON WATER USAGE CALCULATIONS AND ESTABUSHED AT THE TIME OF BUILDING PERMIT ISSUANCE - 11. ANY DUNG WELLS AND ON-STE SEWAGE DISPOSAL SYSTEMS SHALL BE ABANDONED PURSUANT TO - ROAD CENTERLINE © CABLE RISER WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED - - - - - SITE COVERAGE: APPROXIMATELY 55% OR 412,685 SQ. FT. (INCLUDES EXISTING A HOSE BIB 12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PUNS FOR THE COLLECTION, TREATMENT. AND INFILTRATION DEVELOPMENT) OF SIOWMWARR IN ACCORDANCE WTH THE 1992 DOE STROAWATER MANUAL, AS ADOPTED BY THE CITY FLOODPLAIN LINE OF YELM. BEST MANAGEMENT PRACTICES (BMFS) ARE REQUIRED DURING CONSTRUCTION. A 10 -FOOT �� S HEARING EXAMINER CONDITIONS OF APPROVAL VALVE m GAS S 1. THE HEARING EXAMINER HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS ❑ STORM DRAIN CATCH BASIN (CB) REQUEST. STORM DRAIN MANHOLE (SDMH) 2. THE APPLICANT HAS SHOWN THAT THE REQUEST FOR SITE PUN REVIEW APPROVAL AND A SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT SATISFIES ALL CRITERIA SET FORTH IN THE YMC AND 01HER ADOPTED SANITARY SEWER MANHOLE (SSMH) STANDARDS AND 1HEREFORE SNOIILO BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: O SANITARY SEWER CLEANOUT (SSCO) 1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NONSIGNIFICANCE ARE HEREBY REFERENCED AND ARE CONSIDEAm CONDITIONS OF THIS APPROVAL SIGN 2. NO STRUCTURES SHALL BE CONSTRUCTED WHEN THE 100 YEAR FLDOUPLAN AS SHOWN ON THE FEMA 3. FLOOD INSURANCE RATE MAPS AS PUBLISHED. THE APPLCANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS WATER METER GENERATED BY THIS PROEM. THE TRANSPORTATION FACILITY CHARGE (700 IS $1,276 PER NEW P.M. PENT TRIP, GENERATED BY THE PROJECT. ACTUAL COSTS SHALL BE DETERMINED AT BUILDING PERMIT - BARBED WIRE FENCE ISSUANCE - 4. STREET FWAGE IMPROVEMENTS SHALL BE REQUIRED ON CREEK ROAD NE AND SHALL BE CONSISTENT ,, -- STOCKADE FENCE WITH THE CITY OF YELMS DEVELOPMENT GUIDELINES 5. THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN -- v - -- CHAINLINK FENCE EA ENT BEHEFHING THE CITY OF YELM FOR CREFIC RESTORATION. BIDDER DESIGNED FENCE B. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER OF UNITS WHICH WILL FALL WITHIN THIS AREA TO ENSURE DENSITIES IN THIS ENVIRONMENT DO NOT _ _ST_ _ STORM DRAIN MAIN LINE EXCEED TWO DWILLINGS PER ACRE 7. A MINIMUM DE 10 PERCENT OF THE GROSS AREA OF A MULTI- FAMILY DEVELOPMENT SHALL BE DEDICATED STORM DRAIN ROOF LINE AS USABLE OPEN SPAS. & THE APPLICANT WILL BE REQUIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY OF YELM TO ACCESS __s__ SANITARY SEWER FORCE MAIN THE SHORELINE AREA FOR ANY CITY OR STATE SPONSORED PROJECTS THAT MIGHT RESULT W CREEK AND FLOOD PR07ECTION ENHANCEMENT. ANY DISPUTES MAY BE RETURNED TO THE EXAMINER IN WRITING FOR SANITARY SEWER GRAVITY LINE 9. RESOLUTION. THE PROPOSED SITE SHALL CONNECT TO THE CITY'S WATER SYSTEM. THE CONNECTION FEE AND METER - -W- - WATER MAIN LINE FEE WELL BE ESTABUSHED AT THE TIME OF BUILDING PERMIT MANDE ALL CONDITIONS FOR CROSS _ _ _ _ GAS LINE OONNEC11ON CONTROL AS REQUIRED N SECTION 246 -280 -490 WAD SHALL BE MET PRIOR TO ISSUANCE N J>R l 3J_ ■ O 0 • 71 _SD_ _R_ - FM -SS -W pro OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE OF WATER USAGE WELL BE REQUIRED AS _ _ PROPERTY LINE - - PART OF THE CIVIL PLAN SUBMISSION. 10. THE PROPOSED SITE SHALL CONNECT TO THE CITYS STEP SEWER SERVICE. THE CONNECTION FEE WELL BE - - - - - - - - - - EASEMENT LINE - - - - - - - - BASED ON WATER USAGE CALCULATIONS AND ESTABUSHED AT THE TIME OF BUILDING PERMIT ISSUANCE - 11. ANY DUNG WELLS AND ON-STE SEWAGE DISPOSAL SYSTEMS SHALL BE ABANDONED PURSUANT TO - ROAD CENTERLINE APPLICABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH REGULATIONS EVIDENCE THAT ALL HOSE BIB WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED - - - - - - - - - - WETLAND BOUNDARY PRIOR TO APPROVAL OF CIVIL ENGINEERING PUNS WETLAND BUFFER 12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PUNS FOR THE COLLECTION, TREATMENT. AND INFILTRATION OF SIOWMWARR IN ACCORDANCE WTH THE 1992 DOE STROAWATER MANUAL, AS ADOPTED BY THE CITY FLOODPLAIN LINE OF YELM. BEST MANAGEMENT PRACTICES (BMFS) ARE REQUIRED DURING CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS ARE REWIRED FOR STOIWWAIER FACILITIES SHORELINE BUFFER C28 S.T.E.P. SEWER NOTES AND DETALS 13. PBASED ON THE PROPOSED 164 UNITB, APPROXIMATELY 328 PARKING ST�NISS ARE REWIREDNE FOR THE DS - - 78 C28 CHANNELIZATION NOTES AND DETAILS PROPOSED 45,510 SQUARE FEET O REEL /COMMERCIAL DEVELOPMENT, APPROXIMATELY 161 PARKING - CONTOUR NE T81 TOPOGRAPHIC SURVEY SPACES WOULD BE REQUIRED. S 14. REFUSE CGX1EC71O1 AREAS SMALL SE DESIGNED TO CONTAIN AL REFUSE GENERATED W SITE AND ROCKERY TTCP TEMPORARY TRAFFIC CONTROL PLAN EARTHWORK QUANTITIES EARTHWORK QUANTITY CALCULATION IS TO FINISHED GROUND SURFACE AS SHOWN HERE BY CONTOURS: EARTHWORK CUT = 3,799 CY FILL = 5,283 CY NET FILL - 1.494 CY THE ACTUAL QUANTITIES OF CUT OR FILL MAY VARY BY THE FOLLOWING FACTORS. 1. DEPTH OF VEGETATION WITHIN THE COVERED AREAS. 2. SHRINK /SWELL FACTORS OF EXISTING SOILS. 3. ACTUAL VARIANCE IN TOPSOIL DEPTHS THROUGHOUT SITE. 4. SUBBASE FILL METERIALS FOR PARKING AREA AND BUILDINGS QUANTITIES ARE FOR PERMIT PROCESS ONLY. CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES DEPOSITED BETWEEN COLLECTIONS WHEN SERVICE AREAS ARE VISIBLE FROM THE SIDEWALX OR ADJACENT PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCNFENING WALL AND LANDSCAPING DEPOSITED REFUSE 91AL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE SCREENING SHALL BE OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE CONTAINER. AND MUST B EAT LAST SX -FEET IN HEIGHT. THE LOCATION AND ACCESS TO ALL REFUSE ENCLOSURES SHAD. BE APPROVED N WRITING BY LENAY, INC., PRIOR TO CIVIL RAN APPROVAL 1S FIRE PROTECTION SHALL BE PROVIDED N ACCORDANCE NTH THE INTERNATIONAL FIRE CODF, AS ADOPTED BY THE CITY OF YELM, AND MAY INCLUDE FOGS FIRE HYDRANTS, AND /OR FIRE LANES FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020(BXG) YMC IS ESTABUSHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT ALL NEW DEVELOPMENT IN THE CITY OF YELM, 16. THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE TIRE FOLLOWING REWIRED LANDSCAPING: a ALL REWIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND DARK INSTEAD OF GRASS b. TYPE II LANDSCAPING IS REWIRED ADJACENT TO BUIUXNGS AND AROUND THE PERIMETER OF THE SITE TYPE II LANDSCAPING IS NOT REQUIRED ON THE EAST PROPERTY LANE WHICH FALLS WTHIN THE SHORELINE JURISDICTION AREA THE SHORELINE JURISDICTION AREA IS TO REMAIN IN ITS NATURAL STATE a TYPE III LANDSCAPING IS REWIRED ALONG STREET FRONTAGE OF CREEK ROAD NE d. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PMIONG AREA. & TYPE V LANDSCAPING IS REQUIRED FOR ABOVE GROUND STGRMWATER FACIURES. L A FOUL DETAILED LANDSCAPE RAN IS REQUIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL 17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE N THE FORM OF A DRIP SYSTEM. CONCRETE ASPHALT PAVING 78 ClCi 0 !TI CALL 48 HOURS SCflNNEn BEFORE YOU DIG n12i 1- 800 - 424 -5555 n w 0 U z �w �S z C ID SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE SL, SURE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FAX:(253) 573 -0142 w .munden0inc.mm. mund@mondengin4.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 @SOUNDENGINC.COM DRAWN. ). HAUG BY QR: )FH 7.21.OB_ BY DATE SCALE: 1 " =60' DATE: 7.30.08 PROJECT #: 07118.10 SHEET NAME: COVER SHEET CI SHEET 1 OF 31 2NDSUBMiTTAL UEC 0 8 2008 GRAVEL HOSE BIB CARSON BOX 78 ClCi 0 !TI CALL 48 HOURS SCflNNEn BEFORE YOU DIG n12i 1- 800 - 424 -5555 n w 0 U z �w �S z C ID SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE SL, SURE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FAX:(253) 573 -0142 w .munden0inc.mm. mund@mondengin4.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 @SOUNDENGINC.COM DRAWN. ). HAUG BY QR: )FH 7.21.OB_ BY DATE SCALE: 1 " =60' DATE: 7.30.08 PROJECT #: 07118.10 SHEET NAME: COVER SHEET CI SHEET 1 OF 31 2NDSUBMiTTAL UEC 0 8 2008 FOUND 3' SURFACE BRASSIE IN CONC., MONUMENT NO. GPS2 NORTHWEST CORNER SEC. 29 12/5/06 N 592133.310 E 1118379.793 N 11 T I PROPOSED �5' ROW DEDI TI 1 a I S o:- I I 15' I BSBIJ I W a I I _ N I 0 a V, IT ; I L.' EXISTING 40' UTILITY EASEMF T I PER A.F.N. 30783771 I N PROP 10' UTILITY EASEMENT PER I OF YELM STAND ; I I z7 I I I. 15' ELECTRICAL EASEMEN PER A.F.N. 804930 ROADWAY INTERSECTIONi I STA 2 +41.18 CREIX S STA 50 +50 (ROAD A)( �I PRECAST CONC. MONU' E T p1I SEE DETAIL (TYP.) B I II F 7 a M OD I 0 0 N 0; 0 d 0 L" 1 I ; (✓ i N i I ; I I I I I N I I I I N 589Q E 111821 FOUND 3' SURFACE BRAS: IN CONIC, MONUMENT NO. WEST QUARTER CORNER 12/5/06 GRAPHIC SCALE 30 0 15 30 80 140 IN FM) 1 inch - 30 !L CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE IOW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON DIMENSIONING & HORIZONTAL CONTROL PLAN T - -- -- — 10'BSBL(TYP.) -- -- - -- -- -- S8873'49'E— -- -- -- ROADWAY INTERSECTION STA 14+38.39 (ROAD B) TRASH ENCLOSURE . ( r i 'saero2'49'E 81:49' z�' 10' — BLDG. 11' BLDG. 90 j R =25' ' •ROAD WAYINTERSEC110Ntl , .,R, "• _ — -- ' U 2 .44 ROAD C .,, °•,,� Ian (C I STA 3+1 ) STA 30 +31.50 ( i ��. ; .,` I �w '�i' I ,- � � �-•- 7 k ;?t90 — ,, .3 81, '�--.,.8 SY SSWALK ttj " � h- 1 E CRCs L h 91 (TYP-) I � R =25 ) I�; r• COMMERCIAL i ; �I , �G , )f' I ui� BUILDING #1 r —_ L •_� CARPOR �- 2 y . I ; - .g• ,I LL ---11' 19' CARPORT (TYP.) 15' M U . I 18 SIDEW 1 p. _ 4 z v BLDG, c I R 3' TYP. I V 1 [ I n I I 60' Y i / T I •.. C2 ��^ I ' �jl° fl'Q • $ 250.4' �* i i �1� Y' � }T: .27•� TIP. z� I. B G. s,.r A I ; Q 60 (� � a UI. I n I BLDG, 1 E B sD ""a3s' COMMERCIAL IL BUILDING #2 c� I — ,� 6 SIDEWALK- CARPORT 3 .. . ' al I I •.. I R °8 �. �� I I _ — C C + APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - (976.86' PLAT) 976.67' CALC. i 1 H. i rj I ,D' �-- - -G ill � ( �►'." __ - = - I ■'i —i � 1 1 101 � � 1 1 1 :..,ill - - -- — -- .... ■u ' 11 IL .ate L AILBOXES •1.1 1 3 8 wG f 0 u � � o a 0 z O n 0 i9w I 9w, SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST SURE 300 TACOMA, WA 98402 PHONE: (253) 573.0000 � FAX:(253) 573-0142 www.wun0enginomm . wund6sounEengmn.mm PROTECT'. ( II CREEK ROAD MIXED USE 00 157 +00 R =rOp, .I:'•'_ CLIENT: - KoI0 00 11 N 8823'51' W °°-•°°(1112.25' PLA 10' ELECTRICAL EASEMENT T�� 21' (610.13' PER R.O.S. 3595810) 2 1112.03' CALC PER A.F.N.3078377 - - N 887351' W 10' BSBL- �,�Ji I GATE W/ 'KNOX BOX' I I BOX LOCATION TO BE COORDINATED W/ THE CITY i i I ELEVATION DATUM 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 11 II OF YELM FIRE MARSHALL PROP 15' WATER z 11Z EASEMENT I I I I 1 1 rn - S--- - -S - -- 106TH AVE SW — 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 200' SHORELINE BUFFER I, I E- MAIL'. JHAUGCHSOUNDENGINCCOM DRAWN: J HAUG BY \` QR: JFH 072108 BY DATE SCALE: I " =30' ° DATE; 0730.08 PROJECT #: 07118.10 SHEET NAME: DIMENSIONING & HOR. CONTROL PLAN CALL 48 HOURS �� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 2 OF 31 210 SUBMITTAL DEC 0 8 200 II 0 M N di I m 0 0 N m 0 GRAPHIC SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE'NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, WM, ( IN > CITY OF YELM, THURSTON COUNTY, WASHINGTON 1 1a °n _ 40 ML. TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN ) ELEVATION DATUM SEPTIC SEWER NOTE /I\ �j \ NAW 88 ALL EXISTING SEPTIC TANK$'�.AND DRAINFlELDS SHALL BE LOCATED I PRIOR TO COMMENCING OF (iLEARING AND GRADING OPERATIONS JyB / Il (NAND 88 - 3.42' = NGVD 29) ALL EXISTING SYSTEMS Si BE DECOMMISSIONED AND REMOVED THURSTON COUNTY PUBLISHED BENCHMARK it 784A FIVE CORNERS YELM AVE BALD HILL ROAD M: CREEK STREET. PER CURRENT CITY OF . OF! ECOLOGY COUNTY HEALTH - sr - POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ T) FROM S.E. DEPARTMENT, AND DEPT. OF, ECOLOGY STANDARDS AND GUIDELINES. I\ CORNER OF TRAFFIC SIGNAL BOX 22' S.W. FROM CENTER OF APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - EROSION CONTROL LEGEND -X-X- FF SILT FABRIC FENCE, SEE DETAIL C4 ........ CL CLEARING AND GRADING LIMITS DEMOUSH AND REMOVE EXISTING STRUCTURES, 1 I \ EE1AnLN RD. CATCH CATCH BASIN FILTER NOTE TEMPORARY SEDIMENT POND //- 200' SHORELINE RE DDEMO TON ANDREMOVAL MATERIALS AT DISPOSE OF ALL CITY I I 1 I CATCH BASIN FILTERS ARE t BE INSTALLED ON PROPOSED CATCH BOTTOM EL = 338.73 OF YELM DUMP SITE CONTRACTOR SHALL ALSO OBTAIN ALL BASINS AS THEY ARE CON$'�RUCTED. 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'.STABILIffA. SEE DETAIL BERM EL - 345.73 -° o- CONSTRUCTION FENCE, SEE DETAIL I I \ 4 - DIVERT DRAINAGE AWAY FROM 6 1 \ SEE DETAIL e NORTHERN PARCEL CF 4 10' SETBACK FROM DESIGN SURFACE C3 J ELEVATION TO PROPERTY LINE \ - }- �- ID TEMPORARY INTERCEPTOR DITCH, SEE DETAIL C4 349 E 46 _ . 21 MAX SLOPE r 48.49 - L`�u�� L��L�LL LL oo C4 I� 6 DE 'LLL4LLLL'C LLLILL WAY LLL ROCK CHECK DAM, SEE DETAIL e 347:93' \ LLLLllL LLLL �344 -- - - -- -- SW SAWCUT LINE (MIN. 1.5 FROM EDGE OF EXST. P ) VMT. ( \ Q�1��L,1E' \ TraMOrPam I \ EDICA710N,TQ \ - \ - ` DRAINAGE DITCH ate - - - / r I RR e � R�W T I3[�LV�J� S \ A TEMPORARY % SLOPE III 34 4�aa� � •�F- \ I \ RIP RAP PAD, SEE DETAIL C4 a 346 I � \ 349 \ � asp -' \l� v PRESERVE AND 1� I \ / sae v 3 /---; \ MF \ PROTECT EXISTING 1!I� 1 I \\ AV A �°� ` 1 POWER POLES I I /I II I EXISTING WELL TO BE 347.58 3hnG \ ,, .73 11 ! 1 ABANDONED ACCORDING o \ 346• 346.09 345.59 TO CURRENT CITY OF LLhF, LLLLLL L SB'' ��• ---7�- 345.09 / \ m YELM, THURSTON COUNT / \ D \ Lt LI L1...1112CilINL,l ILIL I7 II I I HEALTH DEPARTMENT, LII�LLF��LLrL- LL'` -� TEMPORARY \ 1 L AND WASHINGTON STA s "� `Ef� I I`LL "ILLfL DRAINAGE DITCH 347 \ I 1 I\ 1 DOH STANDARDS. TEMP . -. _ -- -- = 0.5% SLOPE x ( \ iA 1 1 TEMPORARY DRAIN GE DITCH DRAINAGE DITCH 1.0% LOPE 1 0.5% SLOPE \\ ',i V i 1 FF 1 A PROPOSE INfIITRATION CL SW I 1 � I I \I v YSTEM ONSITE POWER P S NO 348.49 !� ONCE EXCA ATED NO HEAVY 1 ra 345• 1 1 \ ONES TO BE R OVE MACHINER BE ALUWEI v' 1 \ `/ AND/OR RELOCATED. WITHIN 7H1$'AREA AND EXTREME 349.48 COORDINATE P. 1 i I 1 c J \\ SD COMPACT E SUBGRADE. AND ALL 100 YEAR RE L ... EXISTING 40' U -- - - - - _`� EASEMENT - -- - -- - - __ _ %aL CONTOURS SHOWN N TE: 1 v PER A.F.N. 30783 7 I III - �� •- ; ^ RE ARE BASED OFF FINISH C S UCT INTERCEPTOR DITCHES WITH I c II x \ GRADE ELEVATIONS. R ECK DAMS DIRECT STORMWAjER I 6 t✓SI PO R POLES AND I -I) R N TO THE HEM DIRECT SEDIMENT I EXISTING WATER - I IP 1 I RE E d L ` l UN TO BE REMOVED ,LL ' `LL \ AND'OR RELOCATED. \N P OS ADJUST IN' TOR DITCHES AIS METER TO BE I `LL '� IL 0 ADI G PROCEEDS , D SITE CONDITIONS \ ABANDONED( °` ILL C00 DINAIE'WI1H P.S,E. D TA I IIxI I 349.87 L L.` O C N o N \ w Uri I LL � I i \ 348 LLL L LLI L Ip I w 1 �LELL1 - I I v D WAGE DITCH Il � III 1 I n INSTALj.�C�7� TON � 38.62 .5% SLOPE ENTRANCE. LOCATION MA ll I 348.12 347.62 347.12 -.- I BE ADJUSTED DURING - -I PRESERVE AND I - ' i _ CONSTRUCTION AS NEEDE .� 3 PROTECT EXISTING SEE DETAIL (TYP.) 1 \ POWER POLES - _..,I- C4 / o 15' ELECTRICAL III I, J I _ v A �m EASEMENT a s, q - �' 349 PER A.F.N. 804930 �� II � � � � 39s✓ .P it D D = \ I -_ -o r.SO--- -�-SoD SD SD'' \SD SD_ sw I A m o IT \ p4 0 10' ELECTRICAL EASEMENT PRESERVE AND - PER A.F.N.3078377 L, PROTECT EXISTING PRESERVE AND - 2116, •, POWER POLE PROTECT EXISTING \ q PRESERVE AND CAUTION! I 346 1 1 PROTECT OVERHEAD POWER LINES. POWER POLE �s iI I I I III I I I I I III I 1 1 1 354 P I 5 Exst I 1 ROW / ! I - � Ih 'I I I 1 FF CF 1 �� N tir 1 • � .. 3501Gc - -- - -S- - - -5 S s- -toff- #--AV - - -S ,I lip w - - - w- S ---- 5 -� - -- w -- W _ w - - - -w- sd-- sz --sr -w -�J -w- - -V- -- ❑ ❑ f- -- ------ - - - - -- rT I - - � - - - -- - -- - - -- -352 w O od V W W_ 2 rY � o 0 k z E 0 e XY FROM - I - \ FLOOD PLLCA IN ABEL \I ,�➢ • HO/ BOUNDARYI 345.97 toxAC \ i I 1 I b 20 /d3 /utI I I � 1 50 WETLAND j` S E I 1 BUFFER / / 1 v SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 46 / - 50' WETLAND 1102 COMMERCE ST., SUITE 300 BUFFER I I TACOMA, WA 98402 7 . 3aT YYY \ I PHONE: (253) 573.000- EAX:(253) 5730142 1 I I \ wwwmundenglnc.om. sound®soundenginamm / PROJECT: _SD zoo' SHORELINE I 77-tL 00D PLAIN CREEK ROAD I BUFFER JI (BOUNDARY \ MIXED USE 1 _ CLIENT: TYPE 1 RIP -RAP, 1' THICK, YELM CREEK BLDG.S LLC. SEE RIP -RAP NOTES ON C4 240 STADIUM WAY SOUTH TOP BERM ELEV =345.73 TACOMA,WA 98402 /' 'VQ` • '° /A /� TEC(253)428 -0800 FAX:(253)428 -8172 EMAIL: SPILLWAY CREST = 344.73 PROJECT ENGINEER: JEREMY HAUG SPILL WAY BOTTOM= E -MAIL: 1HAUG @SOUNDENGINC.COM DESIGN SURFACE ELEV =344.73 /�V� /VA��AA�� \� /�A� /�A� /�A� /�Aj AAA/ VAS/ VAS/ VAS/ VAS /VAS /VAS /VAS / / \ /iVA�AAjAAjAAj DRAWN: 1 HAUG SEE APPROX. OF POND LENGTH �6' MIN - GRESDEOF SPILLWAY THIS SHEET BY QR: JFH 07.18.08 2' SETTLING ZONE SURFACE AREA ELEV. = 345.73 FILTER FABRIC FENCE 2 PRINCIPAL SPILLWAY BY DATE 4,828 SF 0 SEE DETAIL 7, SHEET C4 ELEV. 343.73 ELEV. = 344.73 NOT TO SCALE SCALE: 1 " =30' f3 DATE. 07.30.08 PROJECT 4: 07118.10 y/v ELEV. 341.73 / / -- - O_ T_ _ - 3 MN NOTES( SHEET NAME: STORAGE j 1. SEDIMENT SHALL BE REMOVED SCANNED BOTTOM OF POND , \ \ \ / \ \j \ \j \ \ \ \j \ \j� \ \�\ EMBANKMENT COMPACTED FROM THE POND WHEN IT °z-1� d`9 TESC PLAN WELEV. = 338.73 /� // / / / / / / 95 %. PERVIOUS MATERIALS IDTH VARIES -SEE PLAN �j/ \jam \ \ / / \�j�/ SUCH AS GRAVEL OR CLEAN REACHES 1' IN DEPTH. �3•CIB•Cl�j SAND SHALL NOT BE USED. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES CALL 48 HOURS TEMPORARY SEDIMENT POND SHALL BE REPAIRED. /�� BEFORE YOU DIG l /`/ 1 NOT TO SCALE 1- 800 - 424 -5555 SHEET 3 OF 31 2110 SDBIMITTAL nFr. n R 2nna 0 0 0 0 w 0 0 i I E It L2 vi I 0 0 N 0 v v O STANDARD EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PUN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, 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. .1 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 APPUCANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES 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 (LEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABIUZED 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 YE (LODUM MULTIFLORUM) 40% 98% 90% CHEWING FESCUE 40% 97% 80% fFESTUCA RUBR COMMUTATA) JAMESTOWN BANNER, SiODOW, OR KOKET) WHITE DUTCH CLOVER (TRIFOLIUM BERENS) 10% 96% 90% 4. APPLICATION TO BE 100 LBS /ACRE. 5. 500 LBS /ACRE 10 -20 -20 FERTILIZER, 2000 LBS /ACRE MULCH AND 40 LBS /ACRE SOIL STABILIZER TO BE APPUED WITH SEED MIXTURE. 6. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WALL 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. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). CREED ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE TU QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF `(ELM, THURSTON COUNTY, WASHINGTON TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN NOTES & DETAILS ADAPTOR SKIRT GEOTEXTILE FABRI( (MIRAFI 7DOX OR APPROVED EQUAL) RETRIEVAL STRIP 1 1y 000000000 oa 2'; O O O O O ST $2 0 0 0 0 0 0 0 0 0 OUTFALL PIPE (01 a FS 000000000 OVERFLOW m 000000000000 a (TO BYPASS PEAK PLAN / a FLOWS) ,,,.. pp a EXISTING GROUND PERKING (ROUND \ SEDIMENT ACCUMULATOR 8CHEYATIC DETAL PROVIDE CB INSERT 'STREAMGJARD FOR SEDIMENT' OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909 -3677 S CB PROTECTION NOT TO SCALE MAXIMUM WATER L (4- TO 6' FOR RESIDENTIAL SINGLE FAMILY LOTS) 1 CONSTRUCTION ENTRANCE NOT TO SCALE 1 mill. TEMPORARY DITCH AND SWALE NOTES: ROCK LINING NOTE: 1. SEEDING, MULCHING AND STRAW PLACEMENT "THIN THE ROCK LINED SWALES SHALL HAVE SWALE SHALL BE APPLIED WITHIN 5 DAYS OF SWALE A MIN. B' OF TYPE 1 RIP RAP CONSTRUCTION PER CITY OF YELM STANDARDS. 2. THE UPSLOPE SIDE OF THE SWALE SHALL PROVIDE STABIUZATION ACTION POSITIVE DRAINAGE TO THE SWALE 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 TRAP, OR SLOPE SPACING 0 - 5% S® AND MULCH APPUED "THIN 5 DAYS OF SWALE CONSTRUCTION 5 - 40% DEPENDENT ON RUNOFF VELOCITIES AND SWALE MATERIALS. SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE 2 TEMPORARY GRADED SWALES ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 24 SLOPES 6' MIN. ROCK CHECK DAMS SPACING REQUIREM CHECK DAM NOTES. \ `RIP -RAP AS SPECIFEO ON PLANS SEE NOTE RIP -RAP NOTE BELOW J X12' MIN. DEPTH SECTION 4 TYPICAL OUTFALL RIP -RAP NOT TO SCALE . 1 24' }MIN. CTION _ BE INSTALLED PER PER NOTE 1 OF 2' -4' ROCK B L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DA14 (SPACING CHECK DAM NOTES 1. THE MAXIMUM SPACING BETWEEN THE DAINS__SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE 7(I�P OF THE DOWNSTREAM DAM. E ROCK CHECK DAMS SHALL BE CONSTRUCTEDIOF 2- TO 4- INCH DIAMETER QUARRY SPALLS. THE QUARRY SPALLS MUST BE PLACED BY HAND TOR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE COMPLETE COVERA OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE E GES. 3. IN THE CASE OF GRASS -LINED DITCHES ANDISWALES, 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 IMM ATELY AFTER DAM REMOVAL 4. CHECK DAMS SHALL BE CHECKED FOR SE)IMOT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED W IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. 5 ROCK CHECK''' DAM DETAIL SILT FENCE NOTE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL ( � PN ONSTRUCTION FENCE DETAIL 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, NTH 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 NTH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A NRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 11NCH LONG, TIE NRES OR HOG RINGS. THE WIRE SMALL 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 "RED 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 "RED 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 STABIUZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REWIRED 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 WEIR. STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MATERIAL MIRAR 100 x OR EQUAL 2'x2 'X5' DOUG. 0 FIR AT 4' OC 7x2'X5' DOUG. FIR OR EQUAL FILTER FABRIC - MATERIAL - 2'x2'x14 GA WWF 3/4' -3- WASHED ROCK OR PEA GRAVEL EXCESS i IERLAP 8- z 12' TRENCH c SECTIO 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. GILT FENCE 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. 7 NOT TO SCALE RIP RAP NOTE ALL RIP -RAP PADS/LININI STANDARD SPECIFICATION! AS FOLLOWS S SHALL BE IN ACCORDANCE WITH SECIIUN 9 -13.1 OF THE WSUOI /AP RIP -RAP TO BE REASONABLY WELL GRADED WITH THE ROCK GRADAD TYPEI: MAX STONE SZE: B- TYPE 2: MAX STONE SIZE: 24' MED. STONE SIZE: 6' MED. STONE SIZE: 16* MIN. STONE SIZE: 2" MIN. STONE SIZE: 4' 2'x2 "x14 GA WELDED WIRE FABRIC OR EQUAL CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 1" £ w 80 a S 0 w f � o w a N C5 1102 COMMERCE ST., SUITE 300 TACOMA, WA 90402 PHONE: (253)573-0040- FAX:(253)573-0142 PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL:(253)428 -0800 EAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: ] HAUG BY QR: JFH 0722.08 BY DATE SCALE: 1 " =30' DATE: 0730.08 PROJECT N: 07118.10 SHEET NAME: TESC PLAN NOTES & DETAILS C4 SHEET 4 OF 31 2ND SUBMITTAL DEC 0 8 2008 CREEK ROAD MIXED USE GRAPHIC SCAM A PORTION OF THE NW QUARTER OF THE 17W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, g e CITY OF YELM, THURSTON COUNTY, WASHINGTON IN FEM > OVERALL GRADING AND DRAINAGE PLAN 1 inch = 30 ft g I xma Will 34845 _ sDw 3' / x81 3 ° - - - - - T� Wu =3" HE a / !PFPo EO :::000kkk x8'0 _ MILD yt EG Eu f0 .3Q6 WN -x7.38 FENCE 2. ; -1 \u - I 349 x9.24 IE -x3.78 t \Q- CEMENT CON l I 2 319.1 I - -- -- -.- __ - _.. ___.- 347 346 SIDEWALK SEE aL ( W W W v - �� FF =3 9.74 ii - - 9.74 °3 9 BBB FF= 9.74 I / �' BUIL ING H` ,. .L _ _ _ _ FF= 8.60 F =3 6 FF= 8.37 ,6 caR r»t rnE, I ( �� I I - -' - - - - - -F 1 .60 I FF= .37 °� SSwoo /Pouu9. - 7.4 NI xa s - -- 24 / \ I i 24 /I� T /IV 3,8.32 gg 34632 Will TG 1.x tMp�C; 1.x - 00 ._ ❑❑ i \ / \ I/ I \ I 4J I \ �, 04 / I \ I I / \ / \ I I /� b �+ I 1 3567 W � x 58 006 FT RD 346 .03 x CEMENT C B RIFR jj • ' y •� 10 CURB ARE L I I 350.70 .. . • - _ .. . - 7. BA x7.87 x \ x7 St.50 _ 7.37 4CREEIC S R L E DETAL ( 3» i U 350' TO 351.x.. 8111= -- 351.44 �0 a i I I• is t t e,} i - s z� - - ' r' n 2 IE =31622 RIN= 351.44 • Iiq IE =x7.90 CEIJ. TW'E 1 , xR59 7Wi Powx6z2 - F / h I COMMERCIAL SD _ - sv W SD 'SD E- __ BUILDING #1 I r Ij ° - - - ,9� 349✓- W Z 35x7 a x FF= 351.55 I T Tc ,� W HP. N SIC DEMEENAUCCONCRETE - - F'. t y.1 701 ;tt � � J41' TC I � .28. x x692 W Y ' SEE DETAIL (TYP.) N i ,... EXTENDED FOUNDATION 347.67 3W - 1 5 � •� •. ' 316N WALL UPWARD 43.5' 318,5 - 1 - -�._ -r v -_ _. -i- 31620 7.37 ..... x7.37 • m ,tI(I iO 350.00 BOW , .. x7.02 \f/ 1Y I SOCK 7. RIM =749.95'_ A 51.x. SEE PLANS 51.5 a 318.Id•) 51iC0 Fc 8- 314.58 5 _r- -- yegp GRAIN \V V/ 31b.26 x7:� - 8. ♦ \ Y-344M to t_, � PoM =x9.4p � I I I V�' � tU1' 1 � Rewxz,e I� I - -.. P 71� -� / I 318.32 N1 0: -x265 I \ I �i (n'P) E � x9.o3 : I . q - PoM_ Pou=x6 -I _- -- i - I IF= 9,3'71 0.28 z Ss,• EXTENDED FOUNDATION I -._,' IE -x8.6Y / / v oUI NG,F / 7.871 xa, I I s W re51: 3 -� - / FF -3 v 3+6. flee 7 (� w Ix WALL UPWARD 424' 2.0)< = _ = W I - -- � � -- �31ae7 I I _ ' iFF�3 9/71 \ _ a f \ - V--1 tiY 350.97 350. BC 350.84 SD(O 95 PoY/27 x 3FF- 50.05 91ie xae� _I 'L x687 L. - - -- -31887 BUILD NG D I IE= x7.42 �350. ' - c7 E I W U] ( r Q Ea147.08 - 9 _ iaoAS Pou =x7.67 3aa , FF= 34,65 x+ I W I �! I 1 fib.. -_l l � ¢-xse7 � -� cetw TYPE t / � 5645 6BUILDI �, I11F1 III I ffi� (� 'k ',.�� .• - :,3517e• IE -x7.10 91 8 YF '351.55 sD m Ir 1 7 S �..- ' RIM-346.50 - - _ _ 1 • 1 / 1 - I Q'i I 1 I• I �. Y• 75190 •' H2i p x9.03 1. - 81 IF 12 n . 351 -.7. 291i__ -____ n 0. FT/FT \ i SDCD I 347 W W I f 51 ,7419 1- _- ._ 51.50 31603 ' CW7 TYPE -- 3346.5P �0 pIY6-- 318a0� i W I1' I I i�' Q 51.50 51.5 74 74 \ w Q i // Fow � 347.. 3 IE= 344.52 34890 I x3 Rlu50C0=5 =51.44 ' 4 318.T8 /I - ��yyylll ftil - -- � -- ro -. •.'. N. 347. ....'x765.' •.: 1 -- 7.84. _- 350.58 lO '. IE =x7.93 EXTENDED FWNDANON - -.. 7 I II � � • I i v I I I I wv W Q ( � �_ . �, I ' I .f I ,: I I I I 15'5` 03D560E° . DI -. . x9. y 3 '- � � LI I L C 1 ' -) / I •:._ . : I � �PoI- E = M..F- 3� 43F � .5 5. .6PR .0 =9 3 0 35 981. E 5- i 5 � 9 4s 9 WALL IPWl 41.4 COMMERCIAL 9. I I • � � N I �_ o._ P I I { 1 :. I Od 1 3' \ 13F6 1 ' 8F F6 1 F=5 = 343RI 4 � 5 x1- 48 BUILDING #2 BUI FF= 351.56 FF= - UIL ING C_ 346 10 -my 9.81 FOw FF= 8.6 37 I N „O sc 91 o a / _ - _ �v i u J W WM =51.44 IE= 316.61 [7 / X4810 y -- 7481s p/ I i+8i 5,.5 I x649 - gf aw ,I _ . • I� ��- B8 7 ac zzo 7.20 1 FxTDNWn FOUNDATION c' -- . o ti � - -� i,PWARO 31,8 ' ..t -,. T w W- . 1 • i ;349 - " r I I sg sPoUCnwa r 4N (Tirl - - - n SD �( cad I t tig I soco _ SOCO 1 JB v°+ '. FM p „,,, D SD.. SD W_- 5452._31&4 Q RIM -5,.44 MM 51.44 ^o ` ` ?, 7 t .7 :. . -.SD /I I 7C 351.x IE =x7.28 IE =346.91 ' : :.!:. : -- - I TYPE FM 7, 0 � i s (;,, i 35668. �'. 350.88. 51. J49.10 ., ��.. �.� ,• � '�` I' 1 346:9. CB A :, „1 1 .7 .� � �. � � F Al GATE 85 72 .1 12 71 348. ,<... .. •,:. .. a. -.:r _ 349 x6 ._.. ,. .. N I 2P7 1.97 1.0 48... 350.96 870 3 8 , , x 4 iI/ I h - q `ky 9.23 EiN(E 346,1 x7.5 C Q9 f I .. C 34A87TYPE 1 HP! W W W 72 349.05 I ,. I 3186 12 Po 7.86 I, • -SD SD -LSD x681 \. M TYPIE91 :a, % SD u - I,. _ .. }_.. - -.. __ _�.. '" F _ - --•. ' -SA SDll, ' T.0%! a LOR 171135 SD 396n FM 18.84 y4i>• I SIl�_.' i e x7. SD 346es S -sD Aw 351 340.72 1111.43 NP pd f C:) do N - I� 31$78 34811 O CB#22 TYPE 1 EG RW= 350.15 349 HY sgr yy EEEEEC o ED 50.3 - - - /I�349.p CEMENT APPROACH TYP CONCRETE I �� \ - _ ' �31p.18 X1 E3168 SEE DETAIL YYP) C2 cP DETECTABLE WARNING PATTERN o �� o SEE DETAIL o_ 2 I I 8 1 349.5 / e I I END ACCESS ROAD PAWNG, I / C2 3 CURB RAMP TYPE II CURB RAMP TYPE 111 �� I UI6�mSEPA' IT I SEE �raL (TIP.) (5 SEE DETAIL (TrP' )� E ��.(liI/',0, 0 N I o �I o N of vl APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAND 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 GRADING NOTE/LEGEND FF = FINISHED N D FLOOR 350.5 = SPOT ELEVATION EG = EXISTING GROUND FG = FINISHED GROUND HP = HIGH POINT LP = LOW POINT BOW = BACK OF WALK FOW = FRONT OF WALK EOC = EDGE OF CONCRETE EOA = EDGE OF ASPHALT TW = TOP OF WALL SW = BOTTOM OF WALL TC = TOP OF CURB BC = BOTTOM OF CURB M VARIES I I VARIES '� < 3.0' GRADE SWALES PER PLAN MIN 0.59. SLOPE 81� TYPICAL GRADED SWALE u 0 z f od �o w a o 0 a � c #I� rt z 9 70/a3(oq =.SEI CONSTRUCTION SEQUENCE SOUND ENGINEERING, INC, 1. STAKE AND /OR FLAG LIMITS OF CLEARING. CIVIL ENGINEERS - LAND PLANNERS 2. SCHEDULE AND ATTEND PRE - CONSTRUCTION MEETING WITH THE CITY 1102 COMMERCE ST., SUITE 300 OF YELM. AN EROSION CONTROL LEAD PERSON'S NAME AND PHONE TACOMA, WA 98402 NUMBER SHALL BE DESIGNATED AND PROVIDED TO THE CITY AT THIS MEETING. PHONE; (253) 5719049 FAr:(ss1) 573-9142 3. INSTALL TREE PROTECTION AND WETLAND BUFFER FENCING AS SHOWN www.mundengincwm.. sound@wundengincmm ON PLANS. 4. INSTALL SILTATION FENCE ACCORDING TO PLAN OR AS WEATHER PR03ECT: DICTATES. CREEK ROAD 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES. MIXED USE 6. MASS GRADE SIT AND INSTALL TEMPORARY INTERCEPTOR DITCHES AND SEDIMENT POND. DURING CONSTRUCTION, EXPOSED SOILS SHALL BE STABILIZED PER SHEET C4. ALL EROSION CONTROL MEASURES MUST CLIENT: BE IN PLACE AND FUNCTIONING AT ALL TIMES. 7. INSTALL ALL U11UTIES INCLUDING SEWER, WATER AND STORM DRAINAGE YELM CREEK BLDG.S U.C. PER PLANS. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL 240 STADIUM WAY SOUTH SEPARATION BETWEEN ALL WATER AND SANITARY SEWER UNES AT ALL TACOMA,WA98402 TIMES, AND A MINIMUM 5' HORIZONTAL SEPARATION BETWEEN ALL TEL. 853)428 -0800 FAX: (253) 428-8172 OTHER UTILITIES. EMAIL: B. 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 PROJECT ENGINEER: JEREMY HAUG TO NOT COMPACT SUBGRADE MATERIAL IN ARE OF INFILTRATION E-MAIL: JHAUG @SOUNDENGINC.COM SYSTEM. DO NOT OPERATE HEAVY EQUIPMENT AND MACHINERY ON THE INFILTRATION SYSTEM BED. 9. CONSTRUCT SITE IMPROVEMENTS AND STRUCTURES PER PLANS. DRAWN: RUES! 10. ONCE SITE IS STABILIZED, CLEAN SEDIMENT FROM CATCH BASINS AND BY STORM CONVEYANCE SYSTEM. 11. REMOVE EROSION CONTROL FENCE AND OTHER MEASURES ONCE THE QR: JH 7/28108 SITE IS STABIUZED AND THE CITY OF YELM INSPECTOR PROVIDES SUCH BY DATE APPROVALS. 12. CALL FOR FINAL INSPECTION SCALE. V =30' DATE 7/30/08 PROJECT #: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN CALL 48 HOURS BEFORE YOU DIG �� 1- 800 - 424 -5555 SHEET 5 OF 31 2ND SUBMITTAL DEC 0 8 2008 3 v O N do ro 0 0 0 N N O I DD 0 N 0 U m GRAPHIC SCALE CREEK ROAD MIXED USE ,o a 16 m w ,m A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,, CITY OF: `HELM, THURSTON COUNTY, WASHINGTON 1 E( I M0'11. OVERALL.!�GRADING AND DRAINAGE PLAN s� Wall 8uT / iw iw k ssco ED Po��µ t3/3., / Y =34&DD 346 ED IE -34256 3471 11 �� ;' BUIL ING W, -- i i� - -- - -- i'd 7 ; FF= 37 FF= 8.37 �� IL I , - -- iL I II432 - / _ _ _ J7• - --r_._ _ _ SDCB _<347.37 347. and SS _. RM =348.10 J6l \ - -. -. - 341 33 \ sots 347 - I p9 341.13 3W I \, Ff =1'48.6 1 \ I A 34790 L - 3186 34&1 ,) (\ \ (/ 1 V ]17 347./0 1 _I" - a - - Lo I BNILD NG D U 31B1a FF =34 .65 � - I .: / \ 1.3 J" I � / I • •, �I 41 _. < W SDCO / FUN. 347.90 r ISO ��BUILYING E 1 7.84 • W yyy _1 FF =34 .65 / x> � �q ay,,egy v I FF= 307.95, =u s Tc 347. z Ir \ BG \34,.12 I I, HP I / 348,601 . •' 347.14, FF= 46 65 ' 1 i I /.�. I „ - - 31826�~� BOYY _ _ 347.m usY 00 L_ -,FSOeB F - SQ 31815 \ E 4 D TC 7.70 7C 7.78 ° Bc 7.7A BC 7.20 318.44 ` 34404 315.BN I ). ` i Dow� 347. 7.00 ZW 346.17.... LEI - C m+oE 1' Du L� W �,FM W- vA ag W4 T FOR NAGE\ 345.93 8 Ig HIP, 314 { im SD- � SD SD: F SD �I i GAZE '318.74• •347 - 747.00 46 Yu1 12 7t 348. F � 81 34 3 3473 0 42J .16 347.25 soCO RIM- 347.54 • 31811 347, DRAIN IE- 343.34 TYPE 1 91 HP NP F•o 700 v' IE=3 315 I WFIA n . 1.2 " n sD sD- {n F"� REC. BUILDING PO( 1 L 'U' O � 346.eS " FF= 347.75 884 7 1 347700 15 Po . YARD DRAIN MN =347.80 076 ' .\ 31411 :.,:. 34 •00.. 1131-347.05 IE- 343.45 I S34&0 34 O0. IE -3Q67 8 Ec 347.25 - - - 12.2" 347.25 DETECTABLE WARNING PATTERN SIDEWALK RAMP TYPE 4A SDOO SEE DETAIL (TYP.) 2 SEE DETAIL (TYP.) C2 IEM447.2 DURB RAMP TYPE II /CURB RAMP TYPE III \ SEE DETAIL (TYP.) ®7 SEE DETAIL (TYP.)e c ` cz1 314.0 \ \ Ec 11.8' � L I ' � � 1 \ ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK y 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 E-3 Mu -34zm 1 1 4 -34233 \ 1 ROOF BRAIN LINE 50' WERPND \� BUFFER UNE BOUNDARY \ �RY I1NE 1 \ SURVEYED EDGE \ OF WATER UNE 1 PROPOSED 5OUT \ RAIL FENCE I , I I \ 1 � \ 347.45 CEMENT CONCRETE EXTRUDED , (WHEN NOT ADJACTENT TO CURB SEE DETAIL (TYP.)® z I \ \ ell 6.7' " =- T AI'PROIL t00M FT.yw j LINE PER TMURSP)N FA. IENT CONCRETE INTEL IB AND SIDEWALK DETAIL (TIP.) 47.45 / ) -SOCO ) MN- 347.30 iE- 343.49 `�' WET" \ - �BUFFEN UNE \t I 1 t346.W i -3346.5 �I ` Ec� 0� APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: STORM & ROOF DRAIN PIPE MATERIALS & COVER NOTE 1. ALL PIPE FOR STORM SEWER MAINS SHALL COMPLY WITH ONE OF THE FOLLOWING TYPES IF NOT SPECIFIED ON PLANS: A, POLYVINYL CHLORIDE: PVC PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. 8, PLAIN CONCRETE PIPE PER W'SDOT /APWA STANDARD SPECIFICATIONS. C. REINFORCED CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. 0, DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151 CLASS 50 OR GREATER, AND SHALL BE 1/6 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 302(1). E. POLYETHYLENE: PE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 CONSTRUCTED PER W'SDOT /APWA STANDARD SPECIFICATIONS. 2. ALL STORM SEWER MAINS SHALL HAVE A MINIMUM OF 2.0' OF COVER OR PER MANUFACTURER RECOMENDATIONS. 3. ROOF AND YARD DRAINS OUTSIDE OF CITY RIGHT -OF -WAY CAN HAVE A REDUCED COVER OF 1' ONLY IF OUTSIDE OF AREAS SUBJECT TO VEHICULAR TRAVEL GENERAL NOTES 1. STORM DRAIN MAIN CONVEYANCE SYSTEM IS DESIGNED TO BE MIN. 12' PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 0 0.004 FT/FT MIN, UNLESS NOTED OTHERWISE ON PLANS. 2. CONCRETE GARAGES PADS SHALL BE A MINIMUM OF 0.20 FT /FT SLOPE FLOWING TOWARDS CENTERUNE OF ROAD UNLESS OTHERWISE STATED. SEE FOUNDATION PLANS FOR ACTUAL SLAB ELEVATIONS. 3. ALL CURBS ARE TO BE EXTRUDED CURB PER, EXCEPT WHERE A SIDEWALK EXISTS ADJACENT TO THE CURB. IN WHICH CASE THE INTEGRAL CURB AND SIDEWALK IS TO BE CONSTRUCTED SEE STANDARD DETAIL 21 FOR CEMENT CONCRETE CURBS. 4. ALL TYPE 1, TYPE 1L, AND TYPE 2 CATCH BASINS PER DETAILS. C1 c23 03 5. ALL CATCH BASINS SHALL HAVE A GRATED LID PER DETAIL/ --3-\ OTHERWISE INDICATED ON PLANS. C23 6. ALL STORM DRAIN CLEAN OUTS ARE TO BE PER STANDARD DETAIL. C23 7. ALL YARD DRAINS ARE TO BE PER STANDARD DETAIL C23 OR APPROVED EQUIVALENT. 8. SEE SITE CROSS SECTIONS FOR PAVEMENT SECTION. SHEET X22 CONTRACTOR DRAINAGE NOTES 1. PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES EXACT LOCATIONS HORIZONTALLY AND VERTICALLY. IF FIELD VERIFIED LOCATIONS DIFFER FROM WHAT IS SHOWN ON PLANS CONTACT THE PROJECT ENGINEER IMMEDIATALLY FOR POSSIBLE DESIGN CHANGES. 2. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR POWER DESIGN. 3. FOOTING DRAINS (IF USED) SHALL BE TIGHTUNED TO THE PROPOSED STORM DRAINAGE SYSTEM SUCH THAT SURFACE WATER RUNOFF IS NOT CONVEYED THROUGH ANY FOOTING DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE FOOTING DRAINS FROM THE ROOF DRAINS CANNOT OCCUR. 4. THE CONTRACTOR SHALL PROVIDE A TIGHTUNE SYSTEM FOR CONNECTION OF ROOF DRAINS TO THE PROPOSED 8'0 ROOF DRAIN SYSTEM SHOWN ON THE PLANS. THE ROOF DRAIN COLLECTION AND CONVEYANCE SYSTEM IS A RECOMMENDED SOLUTION. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS TO ENSURE ALL ROOF DRAIN DOWNSPOUTS ARE COLLECTED. THE CONTRACTOR SHALL ADD AND MODIFY ROOF DRAIN ONES AND STORM DRAIN CLEANOUTS AS NEEDED. 5. THE YARD DRAIN SYSTEM SHALL CONSIST OF 8.0 (MIN) ADS N -12 (OR APPROVED EQUAL) 0 0.005 FT/FT (MIN), UNLESS NOTED OTHERWISE ON THIS PLAN. THE YARD DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. THE CONTRACTOR SHALL ADD AND MODIFY THE YARD DRAIN SYSTEM TO ENSURE THERE IS NO STANDING WATER IN LANDSCAPED AREAS. 6. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISCHARGE FROM DEWATERING PUMPS SHALL BE INFILTRATED ONSITE OR DIRECTED TO A TEMPORARY SEDIMENTATION POND. 7. MARK ALL STUBS WITH PAINTED 2'x4" NOTING UTILITY AND DEPTH. 8. ALL LANDSCAPE PLANTING BED AND LAWN AREAS SHALL HAVE SUBGRADE SOILS CLEAN OF ALL CONSTRUCTION RELATED DEBRIS AND LARGE NATIVE DEBRIS. CONSTRUCTION RELATED DEBRIS SHALL INCLUDE, BUT IS NOT LIMITED TO, WOOD MATERIAL, METAL MATERIAL, SPILLED PAINTS /SOLVENTS, GLASS MATERIALS, AND CONCRETE /ASPHALT PIECES. CONSTRUCTION RELATED DEBRIS REMOVAL ALSO INCLUDES THE REMOVAL OF ALL COMPACTED SUBGRADES SOILS DUE TO VEHICLE SOIL COMPACTION DURING CONSTRUCTION. LARGE NATIVE DEBRIS REMOVAL IS DEFINED AS, BUT IS NOT LIMITED TO, ROCKS WHICH ARE 2 INCH DIAMETER AND LARGER, NATIVE WEEDS/GRASSES/TREES/SHRUBS/AND GROUNDCOVERS WHICH ARE WITHIN THE SITE CLEARING UNIT. 9. ALL SUBGRADES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT 2.00% MINIMUM SLOPE. NO STANDING WATER AREAS ARE ALLOWED IN LAWN OR LANDSCAPE PLANTING BEDS. 0 z � od �o 0 a � w N o " v, a R z 7 SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5734040 - FAX:(253) 573 -0142 wwwsoundmgincmm - 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 @SOUNDENGINC.COM DRAWN: KBEST BY QR', JH 7/28/08 BY DATE SCALE: 1 " =30' DATE: 7 /30/08 PROJECT #: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN CALL 48 HOURS BEFORE YOU DIG �� 1- 800 - 424 -5555 SHEET 6 OF 31 2ND SUBMITTAL DEC 0 8 2008 GRAPHIC SCALE CRE: K ROAD MIXED USE 20 0 ,o Ea M A PORTION OF THE NW QUARTER OF THE.' W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF ELM, THURSTON COUNTY, WASHINGTON IN FEET ACCT: S WAY A PLAN & PROFILE I inch = 20 ft. 1 SITE MAP eo 0 m G PROP. CONNECTION TO EXISTING WATERMAIN, SEE DETAIL 1 - 10'x8' TAPPING TEE (FL) 1 - TAPPING SLEEVE 1 - GATE VALVE (R-WJ) I 1 - THRUST BLOCK 4 SEE DETAIL (TYP.) 2 CONTRACTOR SHALL POTHOLE AI EXACT VERTICAL AND HORIZONT) OF EXISTING WATER MAIN PRIbR COPISTUCTION. IF LOCATI IF WHAT IS SHOWN ON P C01 PROJECT ENGINEER M DI TtLY POSSIBLE DESIGGN�I P I CREEK STREET STA 2 +41.18 = ACCESS WAY A STA: 50 +50 PROPOSED CONNECTION EXISTING 4' STEP MAIN SEE SHEET C19 STA 2 +47.21 5.35' RT (CREEK STREET) STA 50 +55.39, 6.00' LT (ACCESS WAY A) APPROXIMATE T.O.P. ELEV = 348.51± APPROXIMATE EG = 352.43± SEE ALSO SHEET CIS STA 50 +42.35± 360 IE IN= 347.04 12' '1R IE OUT= 347.04 12' IE - -- - - - -- _IE 350 - f 31.50 5T 10+5 &25 4 �+ AP ROXIMATE EXISTIN( ?C WAY A ALI NMENT CENTERLIN ;( WAY B / APPROSI ALIGNMB 0 SO 0 0.004 F LF 2'0 PVC FM STA. 51 37.46 6.00' RT 'APPROXIMATE EXIS 1 - 2• TEE 0 ALIGNMENT GEN 1 - 2' 3ATE VALVE APPROXIMATE 1 - 3' NCR17ASER rO ALGNMENT r— ST - -- I - -.. M M 52 +00 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD Sc 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 —349 1�e co > W E { 350 W W 3ERTY LINE iga ACCESS WAY A STA 52 +74.96 - r ��' NOTE: CONTRACTOR SHALL DEFLECT 18' MIN VERTICAL - ^j MN ,,� �`�,�', E Ily SEPARATION SANITARY FORCE MAIN AS NEEDED _ •. �1' ✓, Y- 0 WATER CROSSING VERTICAL SEPARATION OF 1.5' A r ALL TIMES. CONTRACTOR SHALL MAINTAIN -A -35e MINIMUM COVER- OVER WATER MAIN J )Y. STA: 52 +74.98 A STA: 20+22 A 1ATE FINISHED GROUND 0 ACCESS WAY WAY c SS WAY A AND A 5.0 MINIMUM COVER 0 SANITARY FORCE MAIN IT SHOWN FOR REFEREI ICE SEE GRADING RIM =31872 cV AT ALL TIMES. EE]S�S�L -C6_ _ - - _ I€114= 344.5812'_ M IE OUT= 314.58 12' 51 +00 31.50 5T 10+5 &25 4 �+ AP ROXIMATE EXISTIN( ?C WAY A ALI NMENT CENTERLIN ;( WAY B / APPROSI ALIGNMB 0 SO 0 0.004 F LF 2'0 PVC FM STA. 51 37.46 6.00' RT 'APPROXIMATE EXIS 1 - 2• TEE 0 ALIGNMENT GEN 1 - 2' 3ATE VALVE APPROXIMATE 1 - 3' NCR17ASER rO ALGNMENT r— ST - -- I - -.. M M 52 +00 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD Sc 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 —349 1�e co > W E { 350 W W 3ERTY LINE iga ACCESS WAY A PROFILE 53 +00 54 +00 co W � aW E-1 CIO d' W W 0 0 0� oa V � w � g o 0 a � z SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 -FAX:(253) 573 -0142 ~mundenginc.mm - sound0soundengim.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) 428-6172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN, I HAUG BY QR:)H 7128107 BY DATE SCALE: G" 20' DATE: 7130107 PROJECT # 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE CALL 48 HOURS �^ / BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 7 OF 31 2ND SUBMITTAL DEC 0 8 ACCESS WAY A STA 52 +74.96 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND = ACCESS WAY C A: 20+22 SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM GRADE ALONG VERTICAL SEPARATION OF 1.5' A r ALL TIMES. CONTRACTOR SHALL MAINTAIN -A -35e MINIMUM COVER- OVER WATER MAIN STA: 52 +74.98 A STA: 20+22 A 1ATE FINISHED GROUND 0 ACCESS WAY WAY c SS WAY A AND A 5.0 MINIMUM COVER 0 SANITARY FORCE MAIN IT SHOWN FOR REFEREI ICE SEE GRADING RIM =31872 AT ALL TIMES. EE]S�S�L -C6_ _ - - _ I€114= 344.5812'_ IE OUT= 314.58 12' 252 6F 12.50 004 FT ;,: STA. 52 +30.0 6.00' LT STA. 52 +80.97 6.00' RT g°"I 1 - 8'x6' TEE (MJxFL) 1 - 2' 90' BEND __- I - THRUST (LOCK 87 ELBOW _._...1 -=- -IHRUS __._- STA 52 +68.96, 6.00' U (ACCESS WAY A) SEE SHEET CIO TING GRADE "ERLINE STA- 20 +28, 6.00' LT (ACCESS WAY C) {," APPROXIMATE T.O.P. - 354.321 :WISHED GRADE APPROXIMATE FG =34&7 'S:NTERDNE SEE SHEET CIO 6" co .- � v? r �a11 c ai m M m ryas ACCESS WAY A PROFILE 53 +00 54 +00 co W � aW E-1 CIO d' W W 0 0 0� oa V � w � g o 0 a � z SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 -FAX:(253) 573 -0142 ~mundenginc.mm - sound0soundengim.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) 428-6172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN, I HAUG BY QR:)H 7128107 BY DATE SCALE: G" 20' DATE: 7130107 PROJECT # 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE CALL 48 HOURS �^ / BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 7 OF 31 2ND SUBMITTAL DEC 0 8 3 J O [C a I 0 U 00 0 m 0 m I 0 0 N 0 0 GRAPHIC SCALE ?0 0 10 20 b 40 ( IN FEET ) 1 inch = 20 IL SITE MAP 1 I' = 200' m ErM WI � F E CTOR SHALL DEFLECT WATER MAIN AND SANITARY FO CE MAIN AS NEEDED TO ENSURE MINIMUM VERTICAL SE RATION OF 1.5 AT ALL TIMES. CO TRACTOR E+ � 3:5'MINIMUM' COVER OVER WATER-MAIN- AND A 5.0' M W MAIN Al ALL 11MES CENTERLINE UO E-I APPROXIMATE FG= 348.02} .43± APPROXIMATE FG= 48.33} W OXMATE FINISHED GRADE rn � mcli N IM � M 54 +00 �,� W n Nr x �pc(� � I a cernpY t M M M M N) M M _. -___ -- _ ._._ ------- [--4 - - - d � 55 +00 56 +00 57 +00 m ErM WI � F E CTOR SHALL DEFLECT WATER MAIN AND SANITARY FO CE MAIN AS NEEDED TO ENSURE MINIMUM VERTICAL SE RATION OF 1.5 AT ALL TIMES. CO TRACTOR E+ � 3:5'MINIMUM' COVER OVER WATER-MAIN- AND A 5.0' M W MAIN Al ALL 11MES CENTERLINE UO -- APPROXIMATE FG= 348.02} .43± APPROXIMATE FG= 48.33} - OXMATE FINISHED GRADE rn � mcli N IM � M 54 +00 i - I I CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NTNQUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M. CITY OF YE :L , THURSTON COUNTY, WASHINGTON ACCESS WAY A PLAN & PROFILE SEE SHEET C14 & C15 FOR ACCESS WAY D PLAN AND PROFILE - - STA 55 +75.65 27.00' RT 1 - 8° 45' BEND (MJ) 1- THRUST BLOCK MATCHLINE SEE CONTINUATION THIS SHEET NOTE: CONTR CTOR SHALL DEFLECT WATER MAIN AND SANITARY FO CE MAIN AS NEEDED TO ENSURE MINIMUM VERTICAL SE RATION OF 1.5 AT ALL TIMES. CO TRACTOR SHALL 3:5'MINIMUM' COVER OVER WATER-MAIN- AND A 5.0' M NIMUM COVER OVER SANITARY FOR MAIN Al ALL 11MES CENTERLINE RIM 347.91 IE IN =343.5 1Y' - -- -- _-___. JE WLe34355�2 _ -_ -- -_ -- - - - -- i 2 ACCESS FOR REFEREN( SHEETS C5 & SEE SHEET C11 FOR ACCESS WAY D PLAN AND PROFILE 348 PROPERTY LINE Y A PLAN D SHOWN STA: 56 +81.9 , 10.72' LT PLAN RIM =34788 APPROXIMATE IE IN= 342.95 2° GRADE ALONG _IE -OUT =342.9 12° ALIGNMENT CE APPROXIMATE 75.65, 21.00' RT 342.52} ®T ALIGNMENT s �+v�r� w H1' =2)' V1'= ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK 1784A 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: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - - ELEVATION = 359.66 TRENCH - PAVEMENT RESTORATION TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR PATCH PLUS OVERLAY AS REQUIRED BY THE CITY. 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 WIDTH. B. ALL TRENCHING SHALL BE BACKFILLED WITH 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 DR 3 INCHES, WHICHEVER IS GREATER. 6 m C. TACK SHALL BE APPLIED TO THE EXISTING PAVEMENT AND EDGE OF CUT AND SHALL BE EMULSIFIED ASPHALT GRADE CSS -1 AS SPECIFIED IN r SECTION 9- 02.1(6) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. > . TACK COAT SHALL BE APPUED AS SPECIFIED IN SECTION 5 -04 OF THE .�"k• WSDOT /APWA STANDARD SPECIFICATIONS. D. ASPHALT CONCRETE CLASS B SHALL BE PLACED ON THE PREPARED SURFACE I 2 IN ACCORDANCE WITH 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 OTHERWSE 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 ME STREET TRENCHING AREAS AFFECTED BY THE TRENCHING SMALL BE FEATHERED AND SHIMMED TO �W AN EXTENT THAT PROVIDES A SMOOTH- RIDING CONNECTION AND � EXPEDITIOUS DRAINAGE FLOW FOR THE NEWLY PAYED SURFACE SHIMMING 4cX AND FEATHERING AS REWIRED BY THE CITY SHALL BE ACCOMPLISHED BY RAKING OUT THE OVERSIZED AGGREGATES FROM THE CLASS B MIX AS q'r APPROPRIATE SURFACE SMOOTHNESS SHALL BE PER SECTION 5- 04.3(13) OF THE c �, p? WSDOT APWA STANDARD SPECIFICATIONS. THE PAVING SHALL BE ' / fM CORRECTED BY REMOVAL AND REPAVING OF THE TRENCH ONLY. n}�r J %Z E. ALL JOINTS SHALL BE SEALED USING AR4000W. F. WHEN TRENCHING WITHIN THE ROADWAY SHOULDER(S), THE SHOULDER +t, b SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION. f� Q %+ G. THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED TWTHIN 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 ' `4 'r THE CITY'S APPROVAL THE CITY MAY DEEM IT NECESSARY TO COMPLETE -- — THE WORK WHHIN THE 30 DAYS TIME FRAME AND NOT ALLOW ANY TIME EXTENSION. IF THIS OCCURS, THE CONTRACTOR SHALL PERFORM THE - - - - - - _ NECESSARY WORT( AS DIRECTED BY THE CITY. MATCHLINE CONTINUATION FROM THIS SHEET owl mmmmrRm I I I 3 I I I I II I I I I I I 3 I I I - - -- ---- - - - - -T 360 I I I I I I I I CB 17 TYPE 1 I STA: 57 +69.62, 20.00' RIM = 346.62 - - -- -- 59- T2 =--- - - -- - - - - - -- 350 IE OUT= 342.59 If 3 I I o I I I TO C8F6 --- --- --- - - - - -- I � I �> I a I I � I - - - - - - -- - - - - - -- 340 I � I I N3 I IN I STA 55 +76.82±, 248.16'± RT ACCESS WAY A) PROP. CONNECTION TO EXISTING 8 ------- - - -... -- -- - - -_- .--- - - - --- WATERMAIN, SEE DETAIL 1 - 10 °X8° TAPPING TEE (FL) 2 PROP. 15' WATERMAIN '6I 1 - TAPPING SLEEVE 3 AND ACCESS EASEMENT M n) 1 - GATE VALVE (FLXMJ) I "P 1 - THRUST BLOCK -__ —. ._-- _ -- -. -- . ---- - _ - -_ -_- --- -___ -� CONTRACTOR SHALL POTHOLE AND VERIFY 58 +00 EXACT VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN PRIOR TO ANY CONSTUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN ON PLANS CONTACT PROJECT 3 ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN �Oo CHANGES. TRENCH AND PATCH 106TH AVENUE IN I I ACCORDANCE WITH THE-jNOTS ON THIS SHEET I _ APPROX. LOCATION OFS�--- S - �I - I - CALL 48 HOURS Wu EXST -ZRE MAIN LI �1_ APPROX. LOCATIOK9F V V EXST 8 °0 WATER MAT_ N ��... BEFORE YOU DIG ! z ; _ V 1- 800 - 424 -5555 0 V lu P, nc 0 o a > m 0 /w /ye 5EI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 +FAX:(253) $730142 www.wundenginc.wm - wundDwundenginawm PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC NO 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: ]H 7128/08 8Y' DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT 4: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PRROFILE CV SHEET 8 OF 31 2ND SUBMITTAL DEC 0 8 2008 PROPOSED 45 BEND STA. 55 +44.85, tO.W' LT 44 LLB _WATER MAIN _ - - XIMATE EXISTING GRADE -- APPROXIMATE LO.P. ELEV= CENTERLINE APPROXIMATE FG= 348.02} .43± APPROXIMATE FG= 48.33} - OXMATE FINISHED GRADE ALIMENT CENTERUNE �,� .n n Nr rnn �pc(� No cernpY ao M M M M N) M M _. -___ -- _ ._._ ------- 55 +00 56 +00 57 +00 s �+v�r� w H1' =2)' V1'= ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK 1784A 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: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - - ELEVATION = 359.66 TRENCH - PAVEMENT RESTORATION TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR PATCH PLUS OVERLAY AS REQUIRED BY THE CITY. 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 WIDTH. B. ALL TRENCHING SHALL BE BACKFILLED WITH 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 DR 3 INCHES, WHICHEVER IS GREATER. 6 m C. TACK SHALL BE APPLIED TO THE EXISTING PAVEMENT AND EDGE OF CUT AND SHALL BE EMULSIFIED ASPHALT GRADE CSS -1 AS SPECIFIED IN r SECTION 9- 02.1(6) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. > . TACK COAT SHALL BE APPUED AS SPECIFIED IN SECTION 5 -04 OF THE .�"k• WSDOT /APWA STANDARD SPECIFICATIONS. D. ASPHALT CONCRETE CLASS B SHALL BE PLACED ON THE PREPARED SURFACE I 2 IN ACCORDANCE WITH 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 OTHERWSE 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 ME STREET TRENCHING AREAS AFFECTED BY THE TRENCHING SMALL BE FEATHERED AND SHIMMED TO �W AN EXTENT THAT PROVIDES A SMOOTH- RIDING CONNECTION AND � EXPEDITIOUS DRAINAGE FLOW FOR THE NEWLY PAYED SURFACE SHIMMING 4cX AND FEATHERING AS REWIRED BY THE CITY SHALL BE ACCOMPLISHED BY RAKING OUT THE OVERSIZED AGGREGATES FROM THE CLASS B MIX AS q'r APPROPRIATE SURFACE SMOOTHNESS SHALL BE PER SECTION 5- 04.3(13) OF THE c �, p? WSDOT APWA STANDARD SPECIFICATIONS. THE PAVING SHALL BE ' / fM CORRECTED BY REMOVAL AND REPAVING OF THE TRENCH ONLY. n}�r J %Z E. ALL JOINTS SHALL BE SEALED USING AR4000W. F. WHEN TRENCHING WITHIN THE ROADWAY SHOULDER(S), THE SHOULDER +t, b SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION. f� Q %+ G. THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED TWTHIN 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 ' `4 'r THE CITY'S APPROVAL THE CITY MAY DEEM IT NECESSARY TO COMPLETE -- — THE WORK WHHIN THE 30 DAYS TIME FRAME AND NOT ALLOW ANY TIME EXTENSION. IF THIS OCCURS, THE CONTRACTOR SHALL PERFORM THE - - - - - - _ NECESSARY WORT( AS DIRECTED BY THE CITY. MATCHLINE CONTINUATION FROM THIS SHEET owl mmmmrRm I I I 3 I I I I II I I I I I I 3 I I I - - -- ---- - - - - -T 360 I I I I I I I I CB 17 TYPE 1 I STA: 57 +69.62, 20.00' RIM = 346.62 - - -- -- 59- T2 =--- - - -- - - - - - -- 350 IE OUT= 342.59 If 3 I I o I I I TO C8F6 --- --- --- - - - - -- I � I �> I a I I � I - - - - - - -- - - - - - -- 340 I � I I N3 I IN I STA 55 +76.82±, 248.16'± RT ACCESS WAY A) PROP. CONNECTION TO EXISTING 8 ------- - - -... -- -- - - -_- .--- - - - --- WATERMAIN, SEE DETAIL 1 - 10 °X8° TAPPING TEE (FL) 2 PROP. 15' WATERMAIN '6I 1 - TAPPING SLEEVE 3 AND ACCESS EASEMENT M n) 1 - GATE VALVE (FLXMJ) I "P 1 - THRUST BLOCK -__ —. ._-- _ -- -. -- . ---- - _ - -_ -_- --- -___ -� CONTRACTOR SHALL POTHOLE AND VERIFY 58 +00 EXACT VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN PRIOR TO ANY CONSTUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN ON PLANS CONTACT PROJECT 3 ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN �Oo CHANGES. TRENCH AND PATCH 106TH AVENUE IN I I ACCORDANCE WITH THE-jNOTS ON THIS SHEET I _ APPROX. LOCATION OFS�--- S - �I - I - CALL 48 HOURS Wu EXST -ZRE MAIN LI �1_ APPROX. LOCATIOK9F V V EXST 8 °0 WATER MAT_ N ��... BEFORE YOU DIG ! z ; _ V 1- 800 - 424 -5555 0 V lu P, nc 0 o a > m 0 /w /ye 5EI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 +FAX:(253) $730142 www.wundenginc.wm - wundDwundenginawm PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC NO 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: ]H 7128/08 8Y' DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT 4: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PRROFILE CV SHEET 8 OF 31 2ND SUBMITTAL DEC 0 8 2008 GRAPHIC SCALE CREAK ROAD MIXED USE m 0 TO 20 w m A PORTION OF THE NW QUARTER OF THE N W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, WA ( IN nET ) CITY OF Y LM, THURSTON COUNTY, WASHINGTON I Inch = 20 n ACCESS WAY B PLAN & PROFILE .m--- d2dGXS1'2C --__ ® X52 W W W - - -- - -- - - ! -- W - - -- ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK i 784A FIVE CORNERS. YFLM 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 -- __ - - - - - - - - - -- - - -- -- - - - -- - - - -- s - -S� -- s- -- -s - - -- -- s- - - - -s- -- s -- - -s 4o EXSTROW SEE SHEET C15 FOR CREEK S -- i t ROAD PLAN ANi� )PROFILE 2 +00 fi y; yH , . 3+00 4+00 5+00 I -1 - - 1 - - W m 55 PROP -R W W -� < CREEK STREET PROP. CONNECT/ TO SEE SHEET C19 - PFEOP. CONNEC110N TO - EXISTING 0 VATERMNN._ L SEE SHEET C7 ' EXST HYDRANT��, SITE MAP 1 I' = 200' as 0 U d 0 )I 10 1 I 1 �\ 360 PLAN AND PROFILE 1St sk"+futr3 =c3 9 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1 - GATE VALVE (MJx MJ) CONTRACTOR SHALL POTHOLE AND VERIFY EXACT VERTICAL AND HORIZONTAL LOCATION AND PIPE TYPE-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. 1 �\ T- _ WIINN j 1 N_ 01,11 N11 R "Ark . OMMERCIAL BUILDING , IP At SEE SHEET 0 1 18 E: CONTRACTOR SHALL DEFLECT WATER MAIN AND IITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM TICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR ILL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN I A 5.0' M NIMUM COVER OVER SANITARY FOR MAIN ALL 11MES„ N = A1A M WAT A WA: O1+JL0U CB TYPE 1 AW Y B STA: 51 +31.50 ACCESS WAY A -. G CB 3 i - REIMN349. G _ NI RIM= 350.15 24! IS 12' -. _ _ _ IE IN= 345.15 12' IE OUTS= 55 12' SITE MAP 1 I' = 200' as 0 U d 0 )I 10 1 I 1 �\ 360 PLAN AND PROFILE 1St sk"+futr3 =c3 9 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1 - GATE VALVE (MJx MJ) CONTRACTOR SHALL POTHOLE AND VERIFY EXACT VERTICAL AND HORIZONTAL LOCATION AND PIPE TYPE-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. 1 �\ T- _ WIINN j 1 N_ 01,11 N11 R "Ark . OMMERCIAL BUILDING , IP At SEE SHEET 0 1 18 E: CONTRACTOR SHALL DEFLECT WATER MAIN AND IITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM TICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR ILL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN I A 5.0' M NIMUM COVER OVER SANITARY FOR MAIN ALL 11MES„ n' O- APPROXIMATE LOCATION OF _ PROPOSED 8'0 WATER MAIN SEE SHEET C7 & C8 I 340 ST -- . - - - - - -- -- -- -- 10+44.28 6.OU' RT APPROXIMATE EXISTING GRADE 1 2' TEE @ ALIGNMENT CENTERLINE 1 2' GATE VALVE 1 3' INCREASER APPROXIMATE FINISHED GRADE ELOCK_- 0 ALIGNMENT CENTERLRNE SEE SHEETS C7 & C8 - -- - - -- - - - - - -- N M M 9 n� p M M 10+00 11 +00 M 272± LF 2.0 PVC FM VALVES TO BE - JN WH E DOMESTIC WATER _ LINE.(TYP_) _ TYPE 1 - W srorm LID RIM = 350.00 IE IN= 345.50 12' IE OUTF345.50 12' il.kFll10 QSQ�L,'[ RPBA SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROXIMATE F 41SHIED GROUND 0 ACCESS WAY CB ALIGNMENT SHO N FOR REFERENCE SEE GRADING ST/ PLAN SHEETS Ci & C6 RIM= 349.26 CR /4, TYPE 1 IE IN= 346.27 127 --E- OUT = 346.27- 12' RIM = 349.95 IE IN= 346.66 12' IE OUT = 346.66 12 107 LF 0 0.0095 FT /FT CB#3 TO C8#6 I 4' L SEE SHEETS Lo 12 +00 13 +00 ACCESS WAY B PROFILE 3 HI•- 2D' /V1• ®5 ME Mid M M 14 +00 W LF 8'0 PVC 150, C900 - STA 14+53.88 24.50' LT 1 - 8'x6' TEE (MJxFL) 1 -'FIRE HYDRANT ASSEMBLY SEE DETAIL 1 - iTHRUST'BLOCK OCK 2 o C /3, 1 C5 S A: 14+3.89 r5 R = 349.Bq � / z U I d I O I -H I PROPERTY e I I ��LINE S A. 14+3.95 29.33'1RT 1 - 8'x6' TEE (MJxFL 1I- THRIT BLOCK w ! I I % SSIONAL of S E I w 0 z £ U oa a a E 0 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE; (253) 573 -0040 - FAX:(353) 573 -0141 w .soundengmcxom- soundosoundenginc.com fit 0 0.004 FT FT PROJECT: cB112 To CB#3 I CREEK ROAD MIXED USE STA: 1 37.89 RIM=3JO I CLIENT: IE IN =02 12' IE OUT s.oz 12' I w I YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428.8172 EMAIL: I` PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM SEE SHEET C10 DRAWN: JHAUG BY I - -_ -- _- -_ - - -i OR: JH 7/28108 BY DATE SCALE: 1 " =20' _ .. DATE: 7130107 PROJECT M: 07118.10 SHEET NAME: ACCESS WAY B PLAN & PROFILE CALL 48 HOURS �� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 9 OF 31 2ND SUBMITTAL DEC 0 81008 N = A1A M WAT A WA: O1+JL0U CB TYPE 1 AW Y B STA: 51 +31.50 ACCESS WAY A -. CB 3 i - REIMN349. _ NI RIM= 350.15 24! IS 12' -. _ _ _ IE IN= 345.15 12' IE OUTS= 55 12' -- k OUT_345.15 12' 350 - _ _.4 n' O- APPROXIMATE LOCATION OF _ PROPOSED 8'0 WATER MAIN SEE SHEET C7 & C8 I 340 ST -- . - - - - - -- -- -- -- 10+44.28 6.OU' RT APPROXIMATE EXISTING GRADE 1 2' TEE @ ALIGNMENT CENTERLINE 1 2' GATE VALVE 1 3' INCREASER APPROXIMATE FINISHED GRADE ELOCK_- 0 ALIGNMENT CENTERLRNE SEE SHEETS C7 & C8 - -- - - -- - - - - - -- N M M 9 n� p M M 10+00 11 +00 M 272± LF 2.0 PVC FM VALVES TO BE - JN WH E DOMESTIC WATER _ LINE.(TYP_) _ TYPE 1 - W srorm LID RIM = 350.00 IE IN= 345.50 12' IE OUTF345.50 12' il.kFll10 QSQ�L,'[ RPBA SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROXIMATE F 41SHIED GROUND 0 ACCESS WAY CB ALIGNMENT SHO N FOR REFERENCE SEE GRADING ST/ PLAN SHEETS Ci & C6 RIM= 349.26 CR /4, TYPE 1 IE IN= 346.27 127 --E- OUT = 346.27- 12' RIM = 349.95 IE IN= 346.66 12' IE OUT = 346.66 12 107 LF 0 0.0095 FT /FT CB#3 TO C8#6 I 4' L SEE SHEETS Lo 12 +00 13 +00 ACCESS WAY B PROFILE 3 HI•- 2D' /V1• ®5 ME Mid M M 14 +00 W LF 8'0 PVC 150, C900 - STA 14+53.88 24.50' LT 1 - 8'x6' TEE (MJxFL) 1 -'FIRE HYDRANT ASSEMBLY SEE DETAIL 1 - iTHRUST'BLOCK OCK 2 o C /3, 1 C5 S A: 14+3.89 r5 R = 349.Bq � / z U I d I O I -H I PROPERTY e I I ��LINE S A. 14+3.95 29.33'1RT 1 - 8'x6' TEE (MJxFL 1I- THRIT BLOCK w ! I I % SSIONAL of S E I w 0 z £ U oa a a E 0 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE; (253) 573 -0040 - FAX:(353) 573 -0141 w .soundengmcxom- soundosoundenginc.com fit 0 0.004 FT FT PROJECT: cB112 To CB#3 I CREEK ROAD MIXED USE STA: 1 37.89 RIM=3JO I CLIENT: IE IN =02 12' IE OUT s.oz 12' I w I YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428.8172 EMAIL: I` PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM SEE SHEET C10 DRAWN: JHAUG BY I - -_ -- _- -_ - - -i OR: JH 7/28108 BY DATE SCALE: 1 " =20' _ .. DATE: 7130107 PROJECT M: 07118.10 SHEET NAME: ACCESS WAY B PLAN & PROFILE CALL 48 HOURS �� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 9 OF 31 2ND SUBMITTAL DEC 0 81008 GRAPHIC SCALE 20 0 10 TO 40 80 ( IN FEEL' ) I inch = 20 ft 1 - 8- ELBOW (MJxMJ) 1 - THRUST BLOCKS n WLILY�Ay \ o SITE MAP 1 1 S!% MAP 0 U Ol O CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE N QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF' ( LM, THURSTON COUNTY, WASHINGTON ACCES WAY C PLAN & PROFILE SEE SHEET C7 & CS FOR ACCESS WAY A PLAN AND PROFILE i PROPERTY LINE' 1 CS #21, TYPE 1-i STA: 2D+22 RIM = 348.72 I CB #41, STA: 2( L� 4 0 .. rf ..i< T4'zg, ,%ce R fi.#'YU ` h � Eil � f 4fF�4`y 3Hh'. SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 360 SEE SHEET C14 & C15 FOR ACCESS WAY F PLAN AND PROFILE A 1 '3T 20 +97.44, 1.00'ILT (ACCESS 'S 40+25.51, 6.00'ILT (ACCESS WAY F) 1 I 8- TEE (FL) I 2 t 8- GATE VALVESI(FLxMJ) I THRUST BLDp(5 COMMERCIAL BUILDING #2 .R -,;� --- RD- ^°- RD- -T -z -RD SEE OVERALL GRADING AND DRAINAGE PLANS FOR ROOF DRAIN CONVEYANCE SYSTEM SHEETS 5, AND 6 (TYP) 4 e� 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: 30+05.42 4444. 26.0 LT (ACCESS F WAY C) 26± LF STA. 23+38.44196 00 BUILDING #1 OUT J452012 8 PVC 1 - 45' BEND (M CL 150 1 - THRUST B' CK ISTA. 30+25.50 6.0 ' FIT ACCESS WAY IE C900 ! 48 LF 12' ISTA. 23+38.44, 6. LT (ACCESS WAY ) I ADS N -12 I1 - 8' TEE (FL) I2 - 8- GATE VALVES (FLXMJ) 25 IF 12' ! 11 - 8' 45' BEND (PLX11J) ADS N -12 I2 - THRUST BLOCKS RD.- RD RD RD. R RPBA FOR R BUILDING F SEE ACCESS WAY C PLAN P =20' E: CONTRACTOR SHALL DEFLECT WATER MAIN AND IITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM TICAL SEPARATION OF 1.5' AT ALL TIMES CONTRACTOR ILL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN LA-5d MINIMUM.SDVER ¢1<ERSANITARY FORCE MAIN - ALL TIMES. SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE Comm RCIAL RIM 3 s SEE SHEET C12 & C13 FOR ACCESS WAY E PLAN AND PROFILE STA. i" STA. 24+25.10, J 11 - 9' 90' BEP -FI THRUST BE SHEET �I w it T I I I 7, 35.55 LT / 121 co I ELBOW 69± LF 2.0 PVC FM STA. 52 +68.96, LOT LT ACCESS WAY A) 340 - - -STA: 20+280 ' AecESS wAY c� STA. 20 +i6, 6.00' FIT APPROXIMATE T.O.P. ELEV= 345.33± 1 - 2. 90' BEND APPROXIMATE FG 348.86± 1 - THRUST BLOCK SEE SHEET C7 STA. 20 +85.43, 6.00' SEE ALSO SHEET C7 1 - 2- TEE --------- 2-- 27--GAIE YALYES I- THRUST BLOCK ..., m SEE ALSO SHEET C14 20 +00 E w/ GATE VALVES ! SS WAY C) = STA: 52 +74.96 ACCESS WAY A - - -- - --- - ---.. - AY C WAY A = IA: 4U+J7.40 AUXn WAY t 20 +91.44 ACCESS WAY C 40 +31.46 ACCESS WAY F �- 76 344.42 12' = 34442 12' !! APPROXIMATE FINISHED -- -..... .. - - ALTGNMENT AIL PLAN SHEETS C5 & C6 GROUND 0 ACCESS WAY itEFfRENCE--SEf-- GRADING - -- APPROXIMATE EXISTING GRADE ALONG ALIGNMENT CENTERLINE CB 6 TYPE 1 SLA: 23 +44.44 Kabt , WAY G CB f8, TYPE 1 • 23+44.44 ACCESS WAY C • 30+31.50 ACCESS WAY E e i STA: 30+31.0 ACCESS WAY E STA: STA: RIM= IE IN IE _ RIM= 348.45 IE IN= 344.79 12' IE OUT = 344.79 12• CB 21 TYPE T STA: 20+22 A STA: 52 +74.96 ACCESS RIM = 348.72 ST ST @ ALIGNMENT CENTERLINE IE ITN = 344:58 t2- - - - - - - - - - - - - SEPARATION 0 WATER CROSSING. -_.. r0 ALIGNMENT CENTERLINE 00� RI = 347.42 350 0 --- -- - 1E-ODT= 3445612 -_. - - - - - -- _ . - - - -- .. - ;. _ -_i M .__ . -- _ -. - _ � __._ _ _.. - - - -- - -- - - - --- -__ -- ------ - - - - -- ----- -- --_ --- -- - - -__. _ - - - - - -- - -_ _IE- IE N -N+.42 72' -.._ _ -___ - - - - - -- T= 344.4212 __.... __..E5 � Ad wwwyyy„„„4 # Ad TO CE 20 � TO CBL4O PROP09 3101 LF 8 WATER MAIN - . ELBOW 69± LF 2.0 PVC FM STA. 52 +68.96, LOT LT ACCESS WAY A) 340 - - -STA: 20+280 ' AecESS wAY c� STA. 20 +i6, 6.00' FIT APPROXIMATE T.O.P. ELEV= 345.33± 1 - 2. 90' BEND APPROXIMATE FG 348.86± 1 - THRUST BLOCK SEE SHEET C7 STA. 20 +85.43, 6.00' SEE ALSO SHEET C7 1 - 2- TEE --------- 2-- 27--GAIE YALYES I- THRUST BLOCK ..., m SEE ALSO SHEET C14 20 +00 E w/ GATE VALVES ! SS WAY C) 2653 LF 2.9 PVC FM 30 +07.20, 16.37' LT (ACCESS WAY -23 +38.44,- 6.1X}- LT- (ACCES�WAY- A. 20 +97.44, 6.00' LT (A A 40 +25.51, 6.00' LT Y AUTOMATIC AIR RELEASE VALVES TO BE 'PROXIMATE T.O.P. ELEV'= 32± - INSTAIJ:E� -ALONG -- - - -- -- 'PROXIMATE FG= 348.82E TE FG= 347.49± NEEDED PER DETAIL 3 APPROXIMATE EXISTING GRADE E SHEETS C14 & C14 C12 & C13 - C27 @ ALIGNMENT CENTERLINE 18- MIN VERTICAL ! SEPARATION APPROXIMATE FINISHED GRADE SEPARATION 0 WATER CROSSING. -_.. r0 ALIGNMENT CENTERLINE 1D D 00 21 +00 22 +00 Q ACCESS WAY C PROFILE Y HI- =20'/V1' =5' TEE AND 5' BEND w GATE VALVES RT-(AOCESS- WAY-Ej - - -- STA. 23 +50.44 6.00' FIT SlA. - fi-- -2--9l BENS ------- - - - - -5 30 +07.20, 16.37' LT (ACCESS WAY -23 +38.44,- 6.1X}- LT- (ACCES�WAY- STA 3 ,550T8�0O- ,44, 6.00' LT (ACCESS WAY C) 1 - 2- GATE VALVES A PROXIMATE T.O.P. ELEV= 345.383 APPRO TE TOP. ELEV= 343.91± 1 - THRUST BLOCK AF PROXIMATE FG= 349.24± APPROXIM TE FG= 347.49± SEE ALSO SHEET C12 SE ESHEETC9 SEE SHE C12 & C13 18- MIN VERTICAL SEPARATION 0 WATER CROSSING. -_.. ....... 00� Ln� NN M M M M M M 24 +00 23 +00 WAY WAY CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 o a V � W_ � a � o ° a z 7D /i�3ioej S E I SOUND ENGINEERING, INC, CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE! (253) 5730040 - FAX:(253) 5730142 www.wurLdenginc,com,mund@wundenginc,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: ]HAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: ]H 7/28/08 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY C PLAN & PROFILE CIO SHEET 10 OF 31 GRAPHIC SCALE as 0 10 20 a m ( IN FEET ) 1 inch — 20 f3.. ELEVATION DATUM AN VD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK 1) 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 —E/ Y) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 1 SITE MAP a d CRE K ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,. SEE SHEET C7 & C8 SEE SHEET C14 & C15 CITY OF Y LM, THURSTON COUNTY, WASHINGTON SEE SHEET C12 & C13 FOR ACCESS WAY A FOR ACCESS WAY F ACCE: S WAY D PLAN & PROFILE FOR ACCESS WAY E PLAN AND PROFILE PLAN AND PROFILE 'F"�NbT'� PLAN AND PROFILE I I I I kwo (< I � I I I I I ie�� LLY Y2 4 ti �f 1= 8 FROM g 25 +00 STk157 +69.62, 20.00' LT ACCESS WAY A RIM = 46.62 IE IN 342.59 If m RD a a r F— J5 STA. 25 +97.78, 6.00' LT ACCESS WAY D) OVERALL GRADING AND DRAINAGE 1 - 8e ELBOW (FL)' LANS FOR ROOF DRAIN CONVEYANCE 1 - 8" GATE VALVE (FLXMJ) 3YSTEM SHEETS 5, AND 6 (TYP)- _1 - UST' LOCK -_ -_ —_ _ BUIL ING E 2 ACCESS WAY D PLAN RIM = 345.83 IE IN= 341.88 12' VATER METER VG E C18 RPBA FOR Il► APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: f 'BUIL ING H x PROPERTY U i �DOM BTfC W R METE` BUILDIN S G -R BA FOR BUILDINGS G x T ii X4'1 i a r i+ „ # Au ° i RD, RD U 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 AT ALL TIMES. 111. TYPE 1 t 28 +44.86 ACCESS WAY D 1: 35 +39.48 ACCESS WAY E RIM= 5.46 PLAN SHEETS C5 & C6 APPROXIMATE EXISTING GRADE ALONG IN= 342.39 12' } IE IN 34239 12' ALIGNMENT CENTERLINE IE OUT= 342.39 12' IE = 3423912' av — _ — — _ _ _ — _ — — — — — — _ — TO 3 SEE SHEET C20 - - - - -- - 701 LF Y0 F IC FM -- fROPO3Etr247f 8 WATER k AIN - END OF LIE CLEAN OUT STA 25+ .78, 10.06 RT 1BOW wl GATE V LVE ELBOW w GATE VALVE RIM =345. 61 3TA. 45+33.48, F. YLT (ACCESS WAY F) STA. 35 33.48, 6.00' RT (ACCESS WAY E) PROPOSED 2 0 SANITARY FM SEE SHEETS GIB INTERSECTION TA. 25 +97.78, 6. ' LT (ACCESS WAY D) SEE SHEET 9"0 SANITARY FM STA. 28 38.78, 6.03' LT (ACCESS WAY D) SEE SHEET C19 g ROAD D & ROAD F ,( - -- _..._._ _.__..___. ___._ . ------ _ - __ -._.- — — -.- - - -- ATE T.O.P. E-EV= 341-92#- ._.- -- STA 25+91.78 PPROXIMATE FG.iAg 52± APPROXIMATE FG= 345.52± . STA 45 +39.48 EE SHEET C15 APPROXIMATE EXISTING GRADE SEE SHEIT C13 @ ALIGNMENT CENTERLINE �APPROXMATE FINISHED GRADE 0 ALIGNMENT CENTFRLNE 26 +00 -�, 27 +00 28 +00 - -- - 29 +00 - CALL 48 HOURS ACCESS WAY D PROFILE BEFORE YOU DIG 3 HI•- 2W/VI " -5' 1 -800- 424 -5555 0 f f oa � w dog a f o w d IS n 0 FA A :4 � SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 +FAX:(253) 573 -0147 wwwsoundenginc.com , sound@sounden0inc.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: ] HAUG BY QR: JH 7128/08 BY DATE SCALE: V =20' DATE: 7 /30/08 PROJECT #: 0711SA0 SHEET NAME: ACCESS WAY D PLAN `& PROFILE c11 SHEET 11 OF 31 2ND SUBMITTAL 0 EC 082008 GRAPHIC SCALE 20 0 10 70 40 m ( IN FEET ) 1 inch - 20 fL 1 SITE MAP 0 0 d CRE: A PORTION OF THE NW QUARTER OF THE' CITY OF r, Y Y� SEE SHEET C9� DOMESTIC WATER METER — fOR BUILDING .J..._.._ _.. SEE SHEET CIO CB 17, TYPE 1 W/ SOLID LID STA: 30+05.42 (ACCESS STA: 23 +44.44, 26.08 LT _. RIM = 348.22 ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 1, THURSTON COUNTY, WASHINGTON WAY E PLAN & PROFILE PROPERTY �O APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK 0 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 0 V z £ V £6 0 � w w 0 S� � 0 a � s N 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 ♦A�ND��A� 5..01'r�MINIMUM COVER OVER SANITARY FORCE MAIN AT ALL_ TIMES. STA: 29 +95.95, 46.63' LT Q AC WAY STA: 30+31.50 Zi CB TYPE 1 W 2z, VERIICAL- VERTICAL- ACCESS WAY E SW TA. ACCESS WAY E mom C C STA 23+44.44 U m ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 1, THURSTON COUNTY, WASHINGTON WAY E PLAN & PROFILE PROPERTY �O APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK 0 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 0 V z £ V £6 0 � w w 0 S� � 0 a � s N 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 ♦A�ND��A� 5..01'r�MINIMUM COVER OVER SANITARY FORCE MAIN AT ALL_ TIMES. 107 LF 12' SO 0 0.0095 FT/FT -J 11 :, ° CB13 TO CB/6 48 LF 12' SD . 18 MIN VERTICAL 0 0.01 FT / FT SEPARATION 340 -xF-z AF orun W7rdrt asi rtc ®iVAifR CROSSM 330 STA 23 +38.44, 6.00' LT (ACCESS WAY APPROXIMATE T.O.P. ELEV= 343.43± APPROXIMATE FG= 347.41± i - 42' nnnu 1 - 2' GATE VALVES 1 - THRUST BLOCK SEE ALSO SHEET C10 oap o poppp M M M 30 +00 rN STA: 29 +95.95, 46.63' LT I LOCKING AC WAY STA: 30+31.50 Zi CB TYPE 1 will In VERIICAL- VERTICAL- ACCESS WAY E SW TA. ACCESS WAY E mom WA C STA 23+44.44 CROSSING STA: 31 +87.42 ACCESS WAY E DETAIL 3 m MM= 350.50 j iXi APPROXIMATE T.O.P. ELEV =343. APPROXIMA FINISHED GROUND ®ACCESS WAY RIM = 347.60 APPROXIMATE FINISHED GO RIM= 350.50 RM= •� ACCESS WAY E ALIGNMENT SHOWN FOR REFERENCE SEE GRADING IE IN= 343.80 If 30+31, 350 -- -- -ff-"-5* 1- -0 :.:.' _ —I --- - - - - -- - - - -... PLAN.-SH - - - - --IE- - - - -- -- - - - -__ --AU euT= 34&8O-tf IE OUT- 345.00 If IE OUT =344.52 tY_ IE I = 344.42 It lE T=344. 2• - - - -- - - - - - - -_ —_— -- --_m -- EXISTING GROUND +y`• 25LF12'SD ® 0'004% FT/FT ACCESS 0f WAY E ALIGNMENT WIN - 107 LF 12' SO 0 0.0095 FT/FT -J 11 :, ° CB13 TO CB/6 48 LF 12' SD . 18 MIN VERTICAL 0 0.01 FT / FT SEPARATION 340 -xF-z AF orun W7rdrt asi rtc ®iVAifR CROSSM 330 STA 23 +38.44, 6.00' LT (ACCESS WAY APPROXIMATE T.O.P. ELEV= 343.43± APPROXIMATE FG= 347.41± i - 42' nnnu 1 - 2' GATE VALVES 1 - THRUST BLOCK SEE ALSO SHEET C10 oap o poppp M M M 30 +00 rN Or DI 508± LF 8- WATER MAIN Co 214± LF 2'0 PVC FM Zi i 18' MIN VERIICAL- VERTICAL- AUTOMATIC AUTOMATIC AIR RELEASE VALVES TO BE SEPI RATION INSTALLEC ALONG STEP MAIN WHERE 0 WATEF CROSSING NEEDED PER DETAIL 3 APPROXIMATE EXISTING GRADE FIRE HYDRANT TEE STA 30 +60.53, 6.02' RT APPROXIMATE T.O.P. ELEV =343. 5± ® ALIGNMENT CENTERLINE APPROXIMATE FG= 347.71± APPROXIMATE FINISHED GO r0 ALIGNMENT CENTERLINE 31+00 Q ACCESS WAY E PROFILE -Y6 Co fYi W Zi i I--( E-4 mm W muz ba INN W m Mai lu M 32 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE; (253) 573 -0040 - FAX:(253) 5730142 v .wundenginc.mm. round ®wundengincwm 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 E-MAIL: JHAUG @SOUNDENGINCCOM DRAWN: J. HAUG BY QR: JH 7 /28/08 BY DATE SCALE: 1 " =20' DATE: 7 130/08 PROJECT a: 07118.10 ACCESS WAY E PLAN & PROFILE C12 SHEET 12 OF 31 2ND SUBMITTAL DEC 0 8 2008 GRAPHIC SCALE g0 0 +0 20 40 ea ( IN FE") 1 inch = 20 & .-i z� a E.4 �w �cn w In 1 SITE MAP 3 w J 0 o: a n 0 U I ro I� n 0 I 00 O a N 0 0 u r 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE I 1W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF ELM, THURSTON COUNTY, WASHINGTON ACCESS WAY E PLAN & PROFILE 347 'V ' CJ 1 L DOMESTIC WATER METER OR BUILDING I SEE SHEET CIO H ,SEE OVERALL &ADIN6 AND DRAINAGE PLANS FOR ROOF DRAIN CONVEYANCE !SYSTEM SHEETS 5, AND 6 (TYP) a DOMEJ WAL METERS- ' ❑,� 7/I((`` FOR BUILDING F & D - -11I.D Nl7 _ SEE SHEET CIO \ LDIN F & D • a_ 7 --- r347 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED 0 ENSURE A MINIMUM VERTICAL SEPARATION OF IN AT TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM 00 OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER ITARY FORCE MAIN AT ALL TIMES. -- -- - -- --- X 2 ACCESS WAY E PLAN ELEVATION DATUM NAW 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YEAI 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: z � � V o a V � L_ �� o 0 a � u 1 \� / o z RD '° RD PROPOSED STEP \ i TANK SYSTEM ''u', '* ' SEE SHEET C19 i cD STA. 35 +33.48, 6.00' R ; (A( I STA. 28 +38.78, 6.03' LT (A( A 1 - B" ELBOW (FL) , " 1 - 8' GATE VALVE (FLxMJ) 1 - THRUST BLOCK SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE a% m APPROXIMATE FINISHED GROUND 0 ACCESS WAIj STA: 39.48 ACCESS WAY E -- -{ 350 - .- .._. -..__ AU OWN -FOR - REFERENCE -SEf GRAD -- __._ -_ - - STk 2 fi4.86- ACCESS- WATD..- _- .- - -___. _.___ -. -- PLAN SHEETS C5 & D6 RIM= .46 IE IN= 239 1Y IE OUT 34239 12" - - - - -- - - - -- TO 8'(12 --- - - - - -- -I - - - -- SEWER 0 CROSSING (TYP.) STA 33 +53.48, 6.00 RT AUTOMATIC AIR RELEASE VALVES TO BE- PPROXIMATE T.O.P. ELEV= 34253± INSTAIIFn - ALO -- -- _STER.MAIN WFIERF - - -- -- -- - -- --- - - - - 1 TA LT NEEDED PER D AI L e 2" GATE VALVE C27 WAM APPROXIMATE EXI TING GRADE ALONG ALIGNMENT CENTERLINE 10 TIDE 1 I Ilia 00� M[p:w A 4248' ACCESS WAY E '—M kw FiF4i - -- - -- - - - -- -. -. _ - -- - - -- - M iw M M M M M M 60 1 - 343.18 tY III" — _ _ _ _ _ _ -- -- T= 343.18 1Y CQ __ - - -- - - _ - -_ -- aw w��+ 1.4 xj w Mw PROPOSED 508t Lt 8" WA MP 16' MIN VERTICAL �y F-i w SEPARATION OF WATER AND FIRE HYDRANT TEE ELEVATION DATUM NAW 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YEAI 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: z � � V o a V � L_ �� o 0 a � u 1 \� / o z RD '° RD PROPOSED STEP \ i TANK SYSTEM ''u', '* ' SEE SHEET C19 i cD STA. 35 +33.48, 6.00' R ; (A( I STA. 28 +38.78, 6.03' LT (A( A 1 - B" ELBOW (FL) , " 1 - 8' GATE VALVE (FLxMJ) 1 - THRUST BLOCK SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE a% m APPROXIMATE FINISHED GROUND 0 ACCESS WAIj STA: 39.48 ACCESS WAY E -- -{ 350 - .- .._. -..__ AU OWN -FOR - REFERENCE -SEf GRAD -- __._ -_ - - STk 2 fi4.86- ACCESS- WATD..- _- .- - -___. _.___ -. -- PLAN SHEETS C5 & D6 RIM= .46 IE IN= 239 1Y IE OUT 34239 12" - - - - -- - - - -- TO 8'(12 --- - - - - -- -I - - - -- 33 +00 34+00 ACCESS WAY E PROFILE $ H1' =20' /V 1' =5' STA 35+13.74, 6.00" RT RIM = 345.65± PPROXIMATE T.O.P. 342.17± SEE SHEETS C19 APPROXIMATE FG =3457 ± ELBOW w GATE VALVE , -----STA. + 33.48,- 6.OrRT- (ACCESS WAY. E) -- APPROXIMATE EXISTING GRADE STA. 28 +38.78, 6.03' LT (ACCESS WAY D) 0 ALIGNMENT CENTERLINE PPROXIMATE T.O.P. ELEV = 342.01± APPROXIMATE FG= 345.52± APPROXIMATE FINISHED GRADE SEE SHEET C11 0 ALIGNMENT CENTEWJNE MM M M M 35 +00 36 +00 1 340 WAY cn a n 0 z cn ffS _!AL • ■ SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253)$73 -0940- FAxt(253) 5730142 mmmundenginc.mm. wund@wundengincwm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TELL (253) 428 0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR: 111 7/28188 BY DATE SCALE: 1 " =30' - -- - 33D DATE: 7130/08 PROJECT #: 07118.10 M SHEET NAME: i ACCESS WAY E PLAN & PROFILE CALL 48 HOURS BEFORE YOU DIG C13 1- 800 - 424 -5555 SHEET 13 OF 31 2ND SUBMITTAL 0 EC 0 8 2008 SEWER 0 CROSSING (TYP.) STA 33 +53.48, 6.00 RT AUTOMATIC AIR RELEASE VALVES TO BE- PPROXIMATE T.O.P. ELEV= 34253± INSTAIIFn - ALO -- -- _STER.MAIN WFIERF - - -- -- -- - -- --- - - - - 1 TA LT NEEDED PER D AI L e 2" GATE VALVE C27 WAM aw I Ilia 00� M[p:w CO nLq '—M kw to to M iw M M M M M M M 33 +00 34+00 ACCESS WAY E PROFILE $ H1' =20' /V 1' =5' STA 35+13.74, 6.00" RT RIM = 345.65± PPROXIMATE T.O.P. 342.17± SEE SHEETS C19 APPROXIMATE FG =3457 ± ELBOW w GATE VALVE , -----STA. + 33.48,- 6.OrRT- (ACCESS WAY. E) -- APPROXIMATE EXISTING GRADE STA. 28 +38.78, 6.03' LT (ACCESS WAY D) 0 ALIGNMENT CENTERLINE PPROXIMATE T.O.P. ELEV = 342.01± APPROXIMATE FG= 345.52± APPROXIMATE FINISHED GRADE SEE SHEET C11 0 ALIGNMENT CENTEWJNE MM M M M 35 +00 36 +00 1 340 WAY cn a n 0 z cn ffS _!AL • ■ SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253)$73 -0940- FAxt(253) 5730142 mmmundenginc.mm. wund@wundengincwm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TELL (253) 428 0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR: 111 7/28188 BY DATE SCALE: 1 " =30' - -- - 33D DATE: 7130/08 PROJECT #: 07118.10 M SHEET NAME: i ACCESS WAY E PLAN & PROFILE CALL 48 HOURS BEFORE YOU DIG C13 1- 800 - 424 -5555 SHEET 13 OF 31 2ND SUBMITTAL 0 EC 0 8 2008 GRAPHIC SCALE 20 0 10 20 a N ( IN FEET ) 1 inch = 20 It SITE MAP 1 1' = 207 rn 3 v 4i J 0 O 0_ a u1 i r, U U I a0 n i m U z Q: 0 a0 h r O O rn i- U O K a fN I E 0 m 00 I O N eo 0 0 CRE K ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF ELM, THURSTON COUNTY, WASHINGTON ACCE S WAY F PLAN & PROFILE SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROVED FOR CONSTRUCTION 13 DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVE) 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK y 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 1) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 2V S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 ACCESS WAY F PROFILE V Ht - 27 /VV= f 0 u f V Q WC 0 d � T -I 0 V h 6 W K 0 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST„ SUITE 300 TACOMA, WA 98402 PHONE: (253)573 -0040+ FAX053)5730142 www.mndengfu.com . soundfmundengino.wm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC, 240 STADIUM WAY SOUTH TACOMA,WA 984D2 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: ]HAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28108 BY DATE SCALE: V" 20' DATE: 7130108 PROJECT 0: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE CHOURS OU DIG -5555 SHEET 14 OF 31 20 SUBMITTAL DEC 0 9200 3 Li J 0 x a. d N n O U n O (n U Z 5 Q a a7 h O h O O N U W O K a Ti 0 rn dd ro 0 0 N O V d O GRAPHIC SCALE sP o 10 m a m ( IN FEET ) 1 inch = 20 It EXIST CATCH BASIN - RIM = 352.35 LE. = 350.45, 12 °ADS (W) RIM = 352.06 EXIST CATCH BASIN RIM 35147 I.E. 350.04, 12"PVC EXISTING -� STA: APPROXIMATE LOCATION OF - EXISTING UNDERGROUND UTIUTES CONTRACTOR TO VERIFY PRIOR TO ANY CONSTRUCTION EXISTING FIRE� NYDRANT V CREEL( 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 YE(M, 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 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: EXIST_ CATCH BASIN RIM = 347.96 LE. = 345.48, 8 "PVC (E) `v EXISTING STREET LIGHT -. -. - 75' FL TAPER 40 LF 12' DI 7 +00 \ 0 0.004 ~ CB 11 TYPE 1 i �- Sao m STA: 6 +69.18, 15.79' FIT EASEMENT I Rlm=3sn __ __- RIM = 349.28 RIM = 349.06 34918 MATCH EXISTING FLOWLINE i p1, 1 REGARDING EXISTING UTILITIES AND OTHER FEATURES. EXIST CATCH BASIN - TRACTOR TO SAWOUT PAVEMENT, HOT TAR SEAL EXIST. CATCH BASIN .'4 k'ffiAW;J dX eG w+jGi ,~Q . RIM = 350.83 7 D PROVIDE SMOOTH TRANSITION TO EXISTING (RAISED LID) ' ;'f£A z, - LE. = 347.49, 12 "PVC (S) EX �ADWAY SURFACE. COORDINATE ROADWAY REPAIR TTOBE REMOVED - - I.E. = 348.88, INLET - _ -- REQUIREMENTS WITH THE CITY OF YEW I.E. = 347.19, TOP INLET 349.35 STA: 6 +76,59' � _ IIS'�it I EXISTING FlRE-�,,Z, I.E. = 345.96, 8 "PVC (S) END NEW 5' CONCRETE SIDEWALK. IXISTING J j J w HYDRANT CONTRACTOR SHALL POTHOLE AND \DETERMINE z NEAREST EXPANSION JOINT TYR) W EXACT LOCATION OF WHERE STORM STREET LIGHT - `- w'4 4 PROCEEDS FROM CATCH BASIN PRIO �I� " III L Lj III," 6mi 6�j w f esi 0.00' VC GO , C22 NSTRUCTION AND INFORM PROJECT ENGINEER - -- W II II c w nrnrFOR POSSI DESIGN HAN - _ o - -- N II N 21 r - -- s3 +00 - - - - - -- --- S----- s - - - -- - - -s p 40' IXRDWNG EXISTING 350 . }t N ii 4 +00 5 +00 STREET UGHT 6 +00 - - �I + I_ - 15'^EXISTING E TRICAL W -� < CB 5 TYPE 1 ST 3 +36.38, 21.16' RT e7 .. ' li 15' 55' TOTAL PROPOSED PROPOSED ! - CREEK STREET CB !2 TYPE 1 STk 6 +29.51, APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: EXIST_ CATCH BASIN RIM = 347.96 LE. = 345.48, 8 "PVC (E) `v EXISTING STREET LIGHT -. -. - 75' FL TAPER 40 LF 12' DI 7 +00 \ 0 0.004 ~ CB 11 TYPE 1 i �- Sao m STA: 6 +69.18, 15.79' FIT EASEMENT I Rlm=3sn __ __- RIM = 349.28 RIM = 349.06 34918 MATCH EXISTING FLOWLINE i p1, 1 ,, � !i r l � p •w pU rwe •m��k`s��if, tt e IMF` .'4 k'ffiAW;J dX eG w+jGi ,~Q . 7 49.82 -- 350.02 ' ;'f£A z, - - EX - - - -V - _ -- 1�} 349.35 STA: 6 +76,59' � _ IIS'�it I Iri 348.6 349.45 EG END NEW 5' CONCRETE SIDEWALK. K = 64.68 - -,(DEMO. SIDEWALK AND TIE TO z NEAREST EXPANSION JOINT TYR) ' w w'4 �I� " III L Lj III," 6mi 6�j w f esi 0.00' VC EXISTING FIRE ---- �-\>-, 5 4a, T. - - - - - EXIST. CULVERT POSED t l I HYDRANT -< ; :m 35217 TO BE REMOVED TO BE REMOVED L ESMT UTILITY EASEMENT HIGH TRANSMISSION POWER POLE O - - - - - - - - - _ - - - - - - - AFN 3078377 - - - - - DURING CONSTRUCTION ---- - - - - -- - - -- - -- - -- -- ---------- - - - - -- - - -- € U - - - - PRESERVE AND PROTECT EXISTING --�� ET"k M UTILITY POLE DURING CONSTRUCTION ±352.3` EG --- C �. 10' EXISTING UTILITY EASEMENT AFN 3078377 w ka Lw iw w 6w 6d 6w iI i = SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 360 350 340 DO 0 m 0 SEE ONSITE G 1 CREEK SCALE: NG AND DRAINAGE C5 - C6 ET - PLAN VIEW FAIL 1' =2(' I a o a u o z� o 0 a � z SEE SHEET C9 POR ACCESS WAY B PLAN AND PROFILE PIA STA = 3 +34.92 III 7 49.82 -- 350.02 PM ELEV = 350.73 - - EX 349 - - - -V - _ -- 1�} 349.35 STA: 6 +76,59' � _ IIS'�it I Iri 348.6 349.45 EG END NEW 5' CONCRETE SIDEWALK. K = 64.68 - -,(DEMO. SIDEWALK AND TIE TO z NEAREST EXPANSION JOINT TYR) ' w w'4 �I� " III L Lj III," 6mi 6�j w f esi SEE SHEET C9 POR ACCESS WAY B PLAN AND PROFILE [tuu .3tuu =I 2 CREEK OTREET - PROFILE VIEW SCA.E HORIZONTAL 1' =20' ],]VERTICAL 1' =5' 5+00 6 +00 7 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 /a /y3 %,3 360 NISEI SOUND ENGINEERING, INC, CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 � FAX:(253) 573.0142 www wundengincmm - mund@mndenginc.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: J HAUG BY QR: )H 728/08 BY DATE SCALE: 1 " =20' DATE: 7 /30108 PROJECT #: 0711810 SHEET NAME: CREEK ROAD PLAN & PROFILE C16 SHEET 16 OF 31 2NDSUBMIIIAL uEu 0 8 ZDA PIA STA = 3 +34.92 III PM ELEV = 350.73 - _ -- °r a K = 64.68 c, H ep A 6 N .8 0.00' VC W II II c o N II N 21 II Y dd 6� . }t N ii Q i N W N O �I + % d Z to cc e7 .. ' ! m C21 O U o pz 0 ^ z fO m AP OX MATE EXIST GRADE ALONG __ ._... -- - __. __.- _____ _ ________ __ ___ ___ ..... __...Z _e �__- -._.__ W... ALI NMENT CENTEFLINE�i _ __ aB.M._ . -.__ -. NN6._._ ___ - -____ _. .. -..0 _�6; r °rij __ g - - - -- 1:14�E-X_- - - 2.00%- - - - -_-. man `+° O c�`5 Zm II -. _ -� - - -- �'riM to �'��L�"l�a� W N - y~ - -- - -- -- - -- - - -- - -- - - -- - - - - -- -- -- - - _ - _ - - - - -._ - -- -_ -_- _ - _ - a - - -- PROXIMATE LOCATION ATION "0 OF EXISTING FINISHED GROUND AT GREEKS _.. -.- 7� EX - -�, BET - - - - ..... -- + - -- -- - - -----_ - - ^- - --� -s=-- �y -� �1 -- -- WATER MAIN ---- +- - RIGHTFLOWiJNE22.0'RT , -_' - - - __ _ --- - -- -_ - - -- _____P - --- -- _ - - -- -- - - - -- DI OOO FT -F _ - - ^ ,. - - 101 -- -- - - -- - -- .._�.____. - - -- - - - -- - -. - -_ -_- _ - -- -- - -_ - -- -1-T'_ PPROXIMATE I OCA TI ON OF EXISTING XIST CB TYPE 1 4 SANITARY RES6URE MAIN - -- -_ - -_- - - CB 5 TYPE 1 STA_ 3 +50.39, 76.0 LT CB 1 TYPE 1 - - -- C B 4 E 1 TYPE STA: 3 +36.38 21.16' RT RIM 350.83 2 TYPE 1 STA 6 +6918, 15.79' RT RIM346.436 EXIST CB TYPE 1 - ---RIM = 350.7• - -- - --- -- IE 347.49 12 "PVC- IS1_ -_- -_..__�- _ - _.. -------- -_ - - -- ------ - - - --� �-- -- - - - - -- A: 6 +29.51. 18.44' RT - - -- " "__ - -- -_.- --- -- - - -IE= 346.43 a -- -STA 7+3972, -19.75 LT -- APPROXIMATE EXISTING GRADE RIM= _ IE -34 2.06 IE= 347.42 IE= 348.88, INLET APPROXIMATE EXISTING GRADE I = 349 6 IN= 346.27 12' RIM 347.96 "PVC @ CREEK STREET CENTERLINE .04 @ CREEK STREET CENTERLINE I OUT=346.27 12' IE= 34548, 8 (E) APPROXIMATE EXISTING GRADE rFINISHED GRADE 0 EAST @ CREEK STREET EAST „11m d'rn rr g mm MOp, M MM MM M,�j MM I M 9!0 M [tuu .3tuu =I 2 CREEK OTREET - PROFILE VIEW SCA.E HORIZONTAL 1' =20' ],]VERTICAL 1' =5' 5+00 6 +00 7 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 /a /y3 %,3 360 NISEI SOUND ENGINEERING, INC, CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 � FAX:(253) 573.0142 www wundengincmm - mund@mndenginc.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: J HAUG BY QR: )H 728/08 BY DATE SCALE: 1 " =20' DATE: 7 /30108 PROJECT #: 0711810 SHEET NAME: CREEK ROAD PLAN & PROFILE C16 SHEET 16 OF 31 2NDSUBMIIIAL uEu 0 8 ZDA GRAPHIC SCALE zo o to 20 a m ( INF -BET) 1 Inch = 20 fL 0 0 +00 CRE A PORTION OF THE NW QUARTER OF THE Cl CREEK S ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. ROAD CHANNELIZATION PLAN EET CHANNELIZATION PLAN STA: 2 +30.09— REMOVE EXISTING DOUBLE YELLOW CENTER E TO THE NORTH, BEGIN NO PASS LINE -- -- _.._.- -- _ -- -- __ -_.— AND TWO WAY - LEFT - TURN -CENTER - LINE -- —ILL 7 EXIST 10' El 1 C29 °RING -WAY 44 -- TURN LANE 1 1 +00 2 +00 REMOVE EXISTING EXIST 12' j STA: 1 +28.69, 10.00' RT- TRAVEL LANE BEGIN NEW YELLOW NO PASS _ _ iiNE eun nun Wsv4fFT- TURN-4ANE.____ - - -.- EXTEND EXIST LINE FROM THE SOUTH REMOVE EX �I -1ri1 n rya 5 +00 CREEK STREET M C) 'su tom] r 1 r 1 TWO WAY LEFT '"B 7.. 1 NRN LANE x CAI 12' y — — — — — — — TRAVEL LANE — — txj LxJ ,: s . `3� I: - -- -- -- — O STA: 5 +88.33, 10.00' RT PI YELLOW NO PASS LINE AND _ _ _ TWO-WAY LEFT -NRN LINE 71 F7TTn FM 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 NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK III 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 CREEK STREET ' 10' TWO WAY LEFT 4 00 3 LO +00 TURN LANE + SOUND ENGINEERING INC, END NEW YELLOW NO PASS LINE J r' AND TWO WAY LEFT TURN LINE E � " —C -- _ CIVIL ENGINEERS � LAND PLANNERS 12 U] // REMOVE EXISTING CHANNEUZATION TRAVEL LANE REMOVE EXISTING CHANNEUZATON W OTIONJ a E -- -- 15' PROPOSED -- -- -- -- — d� DEDICATED ROW ° w a f � 0 w clu �3 g � o 0 z cif rt z 4wl SCALE: ? =20' DATE: 7 /30/08 PROJECT M: 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN CALL 48 HOURS BEFORE YOU DIG 1- 800 -424- 5555 C17 SHEET 17 OF 31 2ND SUBMITTAL 0 EC 0 8 2008 STA: 7 +12.85 SOUND ENGINEERING INC, END NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN LINE i " —C -- _ CIVIL ENGINEERS � LAND PLANNERS -- - - - -- " - ------------- - - - - -y 1102 COMMERCE ST., SUITE 300 - TACOMA, WA 98402 PHONE: (253)573 -0040, FM:(253) 573 -0142 — _ w .wundengincmm, mundOmundengmmm 150' TAPER - PROJECT: 6 +00 7 +00 CREEK ROAD F MIXED USE EXIST 12' 12' TRAVEL LANE CLIENT: _s .............._._____. —..�— TRAVEL LANE REMOVE EXISTING CHANNEUZATON - - - - -- -. YELM CREEK BLDG.S LLC. — — 240 STADIUM WAY SOUTH -- TACOMA,WA 98402 - -- TEC(253)428 -0800 FAX: (253)4288172 EMAIL: STA: STA: 7 +38.33, 12.0' FIT STA: +78.73, 16.00' RT END EDGE LINE AND SOLID LANE LINE PROJECT ENGINEER: JEREMY HAUG ENGINEER: HAUL END EDGE UNE A D SOLID LANE LINE MATCH EXISTING TO THE NORTH E-MAIL J M - — — — — — — — —MATCH EXI NG 1D THETJWTTR 1 1 C29 DRAWN: VERONICA SISSECK C 9 I BY QR: JH 7/28/08 1 BY DATE SCALE: ? =20' DATE: 7 /30/08 PROJECT M: 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN CALL 48 HOURS BEFORE YOU DIG 1- 800 -424- 5555 C17 SHEET 17 OF 31 2ND SUBMITTAL 0 EC 0 8 2008 s0 0 :s GRAPHIC SCALE NOTES 30 00 20 CREEK' ROAD MIXED USE 1. BOLLARDS MAY BE REQUIRED TO PROTECT FIRE HYDRANTS c D2 SST) Q CITY OF YE V, OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, TO AND FIRE DISTRICT NO. E2 T OF PUBLIC e A PORTION OF THE NW QUARTER OF THEN E25 1 loch = 90 :< —L , THURSTON COUNTY, WASHINGTON CONNECTION TO FIRE HYDRANT WATER PLAN 9 0 V f ffi � � w w_ I _EXISTING 8" SEE PLAN AND PROFILE SHEETS J L 7 WATER MAIN 6 -C15 FOR WATER MAIN DESIGN DOMESTIC WATER METER _ I SEE METER SIZING TABLE RD -' - - - - _ _ N I IL (TYP.)j D R RD— RD--- - - RD + SEE DETAIL I W W W W Cgs Fl ➢ RD�RD RD — RD-- - - - - +• RD REDU PRESSURE BLDG. BLDG. BLDG. BLDG, sTi D -Q BAC w L (TYP ASSE 3 J I SEE DE I.) MB 3 _ $ HOS 81 FOR I H G o i a S.T. E.P. TANK (TYP.) SEENPLAN "PIiUMLERSHEI \ I I ,- F W RD RD RD R C6 -C15 FO D SIGN m r t- �. �• �„ - - SS j U PROPOSED FDC LINE TO B A %G ! ) ` .�.�:.. I I mac.,. 7 '• I - -- - - RIl -A2D:. , r':.- ➢ ` _ D RD=- �•---- •- -RD• - \ SIZED BY SPRINKLER - H 45?g a: DESIGNER (TYP.) ' - SEE SIZING TABLE, THIS S FM - M<- � \., g - T� z y I a U SD, SD SD -- r — _ _ ( ( FIRE DEPARTMENT CONNECTIO y/. gyp- } J q DOMESTIC WATER METER O T W W ' ,vr.x„ D $D-- �.�„�.,- SEE METER SIZING TABLE, THIS SHEET I - SEE FDC NOTE THIS SHEET -' a 777,7 --rte .• SD .- 9J♦ p > W`. Sp— SD . SD D SEE DETAIL (TYP.) 1 I SEE DETAIL (TYP.) g - ^ - - �' ' -_. W i� RD � APPROX. LOCATI C25 q OF IXIS NG 10" 9 .,! WATER APIAIN I -. I I N COMMERCIAL , BBUILDING 1 1 I WATER MAIN � 3 I i / I• r 11 I TRENCf(& BEDD G �( U A RO OSED FIRE UNE 0 BE SZED BY 1 /I SEE DETAIL (TYP.. - a BLDG, SPRINKLER SYSTEM DESIGNER I ( I PROPOSED 8°0 WATER MAIN I 1 / I ca $EE pUN 8I PRORLE'SHEI C6 -C15 ma SEE PLAN & PROFILE SHEETS I F AD I71NAL INFORMA N Cs -C15 FOR DESIGN '3 I A FIRE D PARTMENT CONNE TION I 1 / I ll 13 w I L,�.. .� SEE F C NOTE THIS .' I V. I I A °,... I BLDG. I m EE DETAIL (TYP. C L - Q A Q W SD SD SD �* SD ' I I 1j 3 M I N U BLDG. 1 _ u II I V w I a I I U U Ij /I D _U 3 — c, A I I II •7 I • PROPOSED 8 0 WA MAIN 'COY U "MS�I 3 N COMMERCIAL I I , BLDG SEE PLAN & PROF SHEETS VIII ( BUILDING 2 T A I; s a � I B C6 -C15 FOR DESI CED PRE RE BLDG. I A I -- n— WATER MAIN BAC Fl.OW BLY C FIRE HYD AN \ / v .I TRENCH & BEDDING IE DETAIL ( .) 3 SEE PLAN A aP OFl !•.. 3 q - - A I I - wv v I N SEE DETAIL (TYP.)_ C25 j — R 2 C6 -C15 F A R M IN DESIG I/ 1 I -- / I v StoNAt r l . � ;1 I ca I/ 11 RPBA K.. a.r VALVE BOX 1` D.-_, \ / i EE P SHEETS VALVE BOX U L- -- "' ' Fir- - - - ` ".R - •-- -- :�.- - " �` \/ \ q C6 -C15 FOR WATE SIGN SEE PLAN ANO PRDFILE -STIFF .: I c I - - - - \ :- SEE DETAIL TYP.) C6 -C15 FOR WA . / 3 E SEE DE AIL (TYP.) 2 = - 16 \I Cgs . _ T q C C I THRUS BLOCKIN a �o S E I I I I THRUST W BLOCKING - S ➢ "— Sn " `' W. SEE DETAIL TYP. 'I I SEE DETAIL (TYP.) cis 3 FM F—" 3 FM , s➢ s➢ F sn W sn w sn sn A SD _ _ 4 ( SOUND ENGINEERING, INC. I e _ �,`C^ C25 CIVIL ENGINEERS N LAND PLANNERS F u r I _, � I g ' • • ' ;( �' i � � i � - _ / 1102 COMMERCE ST., SURE 300 TACOMA, WA 98402 PNONE', (353) 5730040 FAX:( 53) 5730141 5 MI - ' • t C6 -C15 FOR 4(A R MA N D I i 5 MIN H ZN wwwsountlengincmm . mundOsauntlen0inc.mm 1 EXISI1NG�b �T ) • I • • STORM TO WATER 1'YP) SANITARY TO STORM 1 1 MMl HORIZONTA�LRSEP' RATI 1 PROJECT: • W wPBA .. °. SANITARY TO WA �: i SEE AI _ I i SEE DE AI ( I � I � I W W .- •... , . - j SD SD SD p *• - CREEK ROAD AC�SS, UJ A x - � lY r-M sn ______ --s➢ OFFICE MIXED USE SD-SD SD .Sn SD. , ,•- ,- -^'D SD SD- -$D CLIENT: 4 F ➢ •:- F -- SD-- �� —`t.' „PROPOSED FDC UNE TO BE Q DUB DETECT R CK BLDG SI7p7 BY SPRINKLER srs1 vAIVE SSE LY 45 YELM CREEK BLDG.S LLC. o SEEPOSE TO WATER MAIN • OESIGNEN (TYP.) ' SEE DETAIL tiTYP.) cgs z40sTADmM WAY SOUTH I � > TRENCH PAVEMENT RESTORATION _ MC NOTE. IDENTIFICATION OF THE BUILDING TACO253) 4 8-080 TEL: (253)428 -0000 FAX: (2E3)4z0-8172 N �= C6 C15 FOR DESIGN y SERVED SHALL BE CLEARLY POSTED AT EACH FOC - _ _ _ V - - - - EMAIL: c SEE DETAIL (TYP.) a PROPOSED FIRE LINE TO BE S�ZEO BY I o` cz1 (TYP.) TO THE APPROVAL OF THE CITY OF YELM. - _ I SPRINKLER SYSTEM PROFILE SHEET (6-C _ FDC AND LINE WI1H FIRE PROTECTION CONTRACTOR I `i'�,, i ( of c NOTE: CONTRACTOR TO COORDINATE LOCATION OF I I PROTECT' ENGINEER: JEREMY HAUG > I - ADDITIONAL eINFO MATION EETSIC6 -C15�R 1i I - - - -- EMAIL 1HAUG @SOUNDENGINCCOM II [� pp p j� I I 1 4U J 9 LL�L� DRAWN: _I HAUG I PRIOR TO CONSTRUCTION. BY FIRE PROTECTION NOTES 0 THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED i DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE 0 FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN UNE TO THE CONNECTION AT THE I BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. E CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY o WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. 0 0 N m' 0 aJi 0 POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE (IN) A 279 1 }' 2 B 162 1k 2 C 222 1}' 2 D 312 2 2 E 444 2 2} F 34C 2 2 G 120 1k 2 H 33L 2 2 I 222 11' 2 J 34S 2 REC 40 1 1 Comm 162 N /P. 2 2 PROPOSED 8 0 WATER MAIN SEE SHEETS C7 -C16 I QR: 1FH BY DATE DATE 8 ELEVATION DATUM I I NAW 88 KALE: I " =30' (NAVD 88 - 3.42' = NGVD 29) DATE: 7/31108 THURSTON COUNTY PUBUSHED BENCHMARK # 784A PROJECT a:: 07118,10 FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK - - -S- - - -I :' STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ - �?' 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. SHEET NAME: -W - - -`�_ APPROX. LOCATION OF FROM ELEVATION TER3 F BALD HILL RD. WATER PLAN EXISTING WATER MAIN -- - - - - -- -� CONNECTION TO EXISTING 8' WATER MA CALL 48 HOURS 02 BEFORE YOU DIG TRENCH PAVEMENT RESTORATION SEE DETAILe 1- 800 - 424 -5555 C21 SHEET IB OF 31 2ND SUBMITTAL DEC 0 8 2008 GRAPHIC SCALE CREf: ROAD MIXED USE ELEVATION DATUM APPROVED FOR CONSTRUCTION $ I I a w s 3s w s0 120 BY: DATE: z I A PORTION OF THE NW QUARTER OF THE PJ QUARTER OF SECTION 29 TOWNSHIP 17 NORTH RANGE 2 EAST, W.M. THUR 88 - 3.42' = NGw zs> DEVELOPMENT REVIEW ENGINEER � � THURSTON COUNTY PUBLISHED BENCHMARK �' 784A � CITY OF MM, THURSTON COUNTY WASHINGTON FIVE CORNERS. YELM AVE. BALD HILL ROAD III CREEK o IN .T. E. P. SEWER PLAN STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ APPROVAL EXPIRES: EL Q p 1 inch = so 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. ``ff FROM CENTER OF BALD HILL RD. ce 7 --1 ELEVATION = 359.86 z w - - n W w W W ELECIRK gl CONTROL SSCO 2 A i BUIL ING I PANEL FOR STEP TANK RIM = 349.4 TYPICAL HOSE BIB SHALL _ ^ STEP TANK IJ ' 6• IE = 34 ,30 BUIL ING I BUILCING H BE LOCATED WITHIN 50' FF= 9.74 1 2 PUMPS (TYP.) 12K BER OF PUMP END OF TANKS 1 ' D SEE DETAIL TYP. C2 f� `1 SSCO 34a6 FF= 48.60 FF =3 8.37 1S P e ct BUILDING G ( ,ALL TANKS) 34200) ' SSCO 19 C,_ SSCO 18 SCO O �i �/ 6' IE = 34215 I�jT `` RIM = 34 85 6" IE (IN) = 340.80 FF= 347.21 IM; 351 52 2• IE OU = '343,pO SSCO 2 C / '' 2' If (OUT) = 341.80 RIM = 346.66 6•IE =32.2 + I I F �i 7.30 RD -, R ➢ - ■0 � r = 6• IE = 341.00 I � - • I •. • . 351;52'.. ,,, _. � .. :: � W RPBA � ... r • R \ '` I i U • IE - 347.3 `> �; -' . [s.. - �. ,•.. :. � - - � - - RI1- '-- ,- _ ---•�F SS IE 34230 N i END OF NE CO w BUILDING E STA 35 +59.28, 6.00' LT z o v , M - - - J _ FF= 351.55 7 .. 34+00 _ _ �I RIM = 345.651 0 III I SSCO W ± • , ' • 35 1 SEE DETAIL (TYP.) 6 in 6r II = 360:68 RIM = 351.52 `v5 A. 2 ,..... 1i F lAV C.. w w " . W "W - c2a = - 6' IE = 147._30_ - - - z 40 "� •� 121(PFlBERGLA� 1 ;R. .. � 2 $9L � � � . �. I : `.. ':r .: � � ,� � � � ' � -. � � �� ... � F I I ., D10F UN CO i.. Y 6' IE (IN) = 345.25 � Q $ m _. RPBA ... , ,.'.: , ;, ". , . ; .. ...•..• .. ? - - - - -� _ - .� I A � �9� .. 'RTA 13+16.44 ±, 6.00 RT N �..>. `.2' IE (OUT) = 347.0 - - - -- J .. y- • '. - ...... s I s 1 $SCO 4 rS-� a• �a,�� m - 1 $ i I SEEIDETAIL 7YP.b ,. - RIM = 351.52 . :- � I 1 / I .. .:. �', � • . - I 1 ! I �� i i 2 s• IE = 34z3a FF= 350.05 SSCO •.: / 10K BERGLASS MM = .76 1 I I 1 1� RIM = 351.52 � CARPORT �- q -: 6• IE (IN = 342.10 6• IE = 42.40 . ' CARPORT w I 1 I I 4 6• IE = 347.30 TYP. s 1 I FF= 350.05 FF= ?49.37 2' IE (OU = 343.10 n BUI DING F FF =3 7.87 (TYP•) i I V t 3 ^ w u1 I I STEP r K 1 FF 349.37 I V I yY I I I I RIM 351.52 I/ 1 I 6' IE (IN) = 344.2 i 6• IE = 347.30 z' IE (oui) = 34s.zo ,�: BUILDING D I �' Q Lw I i I¢ D I I/ 1 j FF= 348.65 r BUILDING A 1 3-d e -- Uckf i 1 �ir I FF= 351.55 SD - - -Sn SD I SSCO I SSCO A 3 ,, I Y' I • rt U _ RIM = 350.95 1 RIM = 349.15 w I I Q COMMERCIAL I1 I I s• IE = 344so 1 - ti g QI BUILDING E I BUILDING #2 3 n FF= 347.95 + FF =351.55 °�# I 1 /' I 3 cn ssco FF= 351.55 BUI DING B BUIL ssco 12 ��q o •wHo�� .. RIM = 347.40 O say Ncr APPROXIMA 4, ; I 1 1 , `� RIM = 351.52 +3 I 1/: 1 I SSCO C 6• IE = 341.31 4i LOCATION v: I I I I s , +� 1 '� 1 6• IE = ..1.. ,.72 EXISTING STEP LINE • I I I \ '" / -.. SSCO - 10 - i I ` TANK BC n1 6' IE = 34230 I n I 20 LOADED - 1 1 RIM = 351.52 I I 1 1 \ BERGLASS f G ICAL HOSE SHALL ' I 4 6• IE = 347.30 I , RI - 350.44 :. 6• IE (IN) = 341.85 END I " j _ i PUMP TANKS ,• SSCO 0 v vl a" I _ -_ S1FP TANK COM 2 � � 2• IE (OU =342.85 � \/ dY 12K FIBERGLASS 7 1/ J1 R RPBA r• �. TYP. ALL TANKS IM = 348.08 /\ \ / 0.02 FT/FT f wv c. I SEE DETAIL (TYP.) q ) R --� -ter mr RPBA N w C27 IR =' ,. / -cs, I.. TEP TANK E _-) 40' L .' 6' IE (IN) = 345.30 k _ -. S T NK a \ �..LL ra 10K FIBERGLAS �3 �O!'l , ': 2' IE (WT) = 347.00 � "'. ' .� ^,• •. : -- - - _ ` -•-�"� Y T' T ), - 1 ! SEE DETAIL ( I • 7 6'IE IN = 341.00 3 L 'CAR RIM = 351.52 1 _ _ - 1 'r I a �.: SP ` �' I 2' -IE (OUT) = 3420 I / 1 I 1 8• IE (IN) = 341.05 ,✓� `� • C - MVIS 20 LOADS C ¢` - 1 ' f� F - 2' IE (OUT) = 342A5 '1 SE DETiIIL (TYP.) 6 IE - 347.30 ,:• 41 +W W 'rr" - - �. -- I `'. �.. _SEI ssco c1z R W. � ., w C - w43+oo -- - w � w s4+ o � � a5 +oo $ % 1 I � Irti II I I 'C27 -. -.RIM = 351.52 _ Q FM ,' cn SSCO 13 1 ' s' IE = 347.30 ' - 3 I FIO ° - - s' IE = 343.27 SOUND ENGINEERING, INC. C7 -16� F * F / CIVIL ENGINEERS - LAND PLANNERS SSCO 13 'w ST 42 46 6 RT•� �' Ci POOL CO C110N 1102 COMMERCE ST., SUITE 300 �- I I s IM = 351.52 STA. 20 +85.43, 6.00 RT ACCESS WAY C J �. rn j I I LL fi' IE = 347.3 `STA. 40 +37.50, 6.00 RT ACCESS WAY } • �' 1 7E `, ELE 1R .� .7 1 TACOMA, VIA 98402 3: fi ' _ 2•.. -�1 L I I > I 4" £ EL .k 1R r F / PHONE: (153)5730040 - 111573-0142 i V - N2• GATE VALVES PE TRENCH.:) wwwsoundenginocom- soundOsounOenginucwn - THRUST,81-p TYPI PI � � :' '. ..: -• ..• '.. i � PROJECT: i '`..MRS • D OF LINE Co CREEK ROAD 10 ®1' l� I W _w / RMC� 347.25 w- t- + _ - STA 45+49.54, s.00 Rr s �E= MIXED USE I I ! , - +. ---5� $ 53 +00 54 +00 - POOL o ^-S N FM F FM - C ESS W A 55 +00 5� � SD -- "'" Y- SEE DETAIL (iYP. 6 CLIENT: • .. 144± LF 2'0 PVC: FM. ,; ,,, °°- '"- '--S -D _ - ° - s Apo c e a REC. BUILDING ° I ,L_ FE )/23 11 - I --- �;__ - YELM CREEK BLDG.S L-C. 240 STADIUM WAY yTp�� - _ _ _ TACOMA,WA 9840250UTN i PROPOSED CONNECTION TO EXISTING 4• STEP LINE STA. 52 +80.97 6.00' RT ACCESS WAY A)� - �- -/ �' � �i -• • - TEL.(zs314ze -aeoB Fnz:12s3)42e -evz STA. 2 +35.13, 7.61' LT STA. 51 +37.46, 6.00' RT ACCESS WAY A STA. 20 +16, 6.00' RT (ACCESS WAY C) \ 1 )--..��T,�" -; _._� I,- - EMAIL: o 1 - DD AP (LIVE TAP) 11� " STA. 10+44.28, 6.00' RT (ACCESS WAY B) 1 - 2. 90' BEND - v, _ 3 GATE VALVE $IZt, (AP +0 L.� 1 - 2' TEE 1 - THRUST BLOCK -------- I I .�(S'- ,: q, �}C,�p�,� PROJECT ENGINEER: IEREMYHAUG 1 - 2' G * VALVE 3 I 1l� '1°�' .. o VERTICAL LOCA710N OF EXISTING FORCE MAIN PRIOR 1 - 3• IN I 3 u,�,� E-MAIL: JHAUG @SOUNDENGINC.COM m CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND �+ SEE c2a I 1 a f{' i _ -Ih7S has AI 0.rr(eoES� I TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT {7 - THRUST T -8LDCk I 1 W1�I h� IS SHOWN CONTACT THE PROJECT ENGINEER ', I I 1!�- • {�(',e,�'(df Ihs {aI(u�. DRAWN: P.HEUER n°o I IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. I I f�P BY l �\ �,JJ1 ^�Q r }, 3 �l I 1 SEWER PIPE MATERIALS &COVER NOTE ��l QR: JFH DATE U 'IG 1 n�,� ` l/I r�� .1u 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: ev DATE KEY a7 '1 1, 7 a s•} A. ALL PIPE LESS THAT 2•0 SHALL BE SCHEDULE 40 PVC DESIGNED FOR OUTLINE OF BUILDING(S) TRIBUTARY TO , ` I SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. -___ �' Aso DATez3o o8 SPECIFIED STEP TANK (BUILDING GROUP) 8. ALL PIPE 2.1 OR GREATER SHALL BE PVC 1PS 1120 SDR 21 CLASS rri 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH PROJECT a. 07118.10 BUILDING GROUP LABEL. ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI. „so �UiiLl FOR wv o C SERMCE JOINTS ANDS ALL COMPLY NTH ASTMD DESIGNED 17855. ICJ � -� � - I I� SHEET NAME: 0 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. tl I� s- s - s -- S.T.E.P. 3 OF OG002N T /fT,EAND SHALLNBE PVC ASTM D•3034 SDR 35NW1TH FLEXIBLE W -��T" " - I- - - -w v w /+ SEWER PLAN EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS wv \. Wv\ Sj, CALL 48 HOURS STEPT K ____ o (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP o GASKETED OR SOLVENT WELD JOINTS. -- -� \ BEFORE YOU DIG C-4 IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL _ I n 4. ALL FITTINGS FOR PIPE 2' AND LARGER SHALL BE RUBBER RING GASKET ___ - -__ _'�, 1 -800- 424, =555CJ o PVC 1120 COMPLYING WITH ASTI F 477. -1 ^ m SHEET 19 OF 31 0 2ND SUBMITTAL DEC 0 8 200b ■ Do 0 GRAPHIC SCALE 20 0 10 0 0 w IN FEET 1 inch = 20 fL V A UL W,2�4 tAR1. -RIN-1 OR7H. M.17 RIM M.25 20 w- w 01 jj�S -D SD, -SD FM .q T 360 350 340 330 ca CRE A PORTION OF THE NW QUARTER OF THE ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. I DRAINAGE FACILITY DESIGN II L-7' X y 360 350 340 330 12' ADS N-12 CB14 TO STORMFILTER APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM 18" ADS N-12 ----- ---- -7- NAVD 88 -- (NAVD 88 - 3.42' = NGVD 29) ----- THURSTON COUNTY PUBLISHED BENCHMARK # 784A FINISHED GROUNE VARIES STREET. POINT FALLS IN CENTER OF SIDEWALK. (S-82-E/ 0 7') FROM S.E. CORNER OF TRAFFIC SIGNAL 80), 22' S.W. FROM CENTER OF BALD HILL RD. SEE GRADING PLAN SHEETS G5,06 - - - - - - - - - - - - � GR�OUNO NATIVE SOIL-"4 8 LF 18" ADS D N-12 0 0.0063 FT/FT - 8 13 E 2- 4' r4 4 CB 115 TYPE 2-48' BX16 STORMFILTER I IVERSION STRUCTURE C20 C23 EXISTING IM=3 15 RIM=346.37 RIM SOUTH=346.25 1 -�-341.30 18- (E) IE IN=338.15 12' (W IE=341.20 12- (N) 1 -�341.30 12- (S) IE IN=338.15 18' (N IE--338 20 12 - (W) IE OUT=338.15 18. IN) 1 SEE ifi 3 LF 12* ADS N-12 0 0.017 1 L0 U U A Ell i i S N-12 0 0.14 -FT/FT I LET FROM CONTECH STORMWATER 25 LF 12' 02 TYPE 2,-48" TIONS WATER QUALITY VAULT 5 LF 12 ADS N- 0 0.053 FT/ W/D OVINTURN t�oj -LBOW --- - - - -------SEffE--qTORMTECH- rl PIPE CONNECTIO -Mmure TO TRENCH Bi RIM-30.41 IE-339.91 CB #35 TYPE 2-48 NATIVE W/0OWIsFTURNED ELBOW RIM=346.51 IE=341.30 1.0 Lo L0 --d- N-) 360 350 340 330 12' ADS N-12 CB14 TO STORMFILTER APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1870 DROP TEE INLET Borrom ELEV. 339.80 (W/GRATE) TOP ELEV. 342.50" <- J 18' ADS N-12 CBf12 TO CB113 DIVERSION STRUCTURE+�IAN VIEW 4 DIVERSION 'T C -54Y CB v13 TYPE 2 541/ r4 SEE ALSO DETAIL AND DETAIL 6 ON THIS SHEET NATIVE BACKFILL (6- MIN.) UNDISTURBED MATERIAL 4"-6" PERFO PVC PIPE ELEV. = 337.6( FINISH GRADE ELEVATION VARIES I I I I ]jzz-j t - --I I 1- - END NATIVE MATERIAL (D _!B 00 NOT COMPACT OBSERVATION WELL sel FRAME & LADDER OR STEP! OFFSET. SEE NOTE 4. RIM ELEV. = 346.13 6" MIN. T 2- MINI MESH SCREEN 1' x 1'- BAND SCREEN TO PIPE PIPE SUPPORT (2 EA IEV RISER PIPE SEE DETAIL 4 THIS SHEET 2' FINE MESH SCREEN 1/2' x 1/2" 2' BAND SCREEN TO PIPE GRATED LID MARKED "DRAIN" WITH LOCKING BOLTS. CONTROL ROD FOR CLEANOUT/DRAIN. ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT PATH COVER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. ELEVATION CATCH BASIN TYPE 2 54-INCH DIA. [MINI MOUSE 1. PIPE SIZES AND SLOPES, PER PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 3. METAL PARTS. A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2. B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. 4. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CIJMBDOVN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54' MINIMUM DIAMETER. DIVERSION STRUCTURE-i CB DIVERSION 813 PE 2.54'/- SEE ALSO DETAIL W AND DETAIL 4 ON THIS SHEET SEE DETAIL 4 THIS SHEET EANOUT GATE: A. SHEAR GATE IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, B. LIFT GATE, NO. CICA-LG, CASCADE CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. ELEVATION DATUM 18" ADS N-12 CB113 TO CB/14 NAVD 88 HIGH FLOW BYPASS (NAVD 88 - 3.42' = NGVD 29) FRENCH BED EL = 337.60 INIISHED GROUND VARIES THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK 4 STREET. POINT FALLS IN CENTER OF SIDEWALK. (S-82-E/ 0 7') FROM S.E. CORNER OF TRAFFIC SIGNAL 80), 22' S.W. FROM CENTER OF BALD HILL RD. I z ELEVATION = 359.66 1870 DROP TEE INLET Borrom ELEV. 339.80 (W/GRATE) TOP ELEV. 342.50" <- J 18' ADS N-12 CBf12 TO CB113 DIVERSION STRUCTURE+�IAN VIEW 4 DIVERSION 'T C -54Y CB v13 TYPE 2 541/ r4 SEE ALSO DETAIL AND DETAIL 6 ON THIS SHEET NATIVE BACKFILL (6- MIN.) UNDISTURBED MATERIAL 4"-6" PERFO PVC PIPE ELEV. = 337.6( FINISH GRADE ELEVATION VARIES I I I I ]jzz-j t - --I I 1- - END NATIVE MATERIAL (D _!B 00 NOT COMPACT OBSERVATION WELL sel FRAME & LADDER OR STEP! OFFSET. SEE NOTE 4. RIM ELEV. = 346.13 6" MIN. T 2- MINI MESH SCREEN 1' x 1'- BAND SCREEN TO PIPE PIPE SUPPORT (2 EA IEV RISER PIPE SEE DETAIL 4 THIS SHEET 2' FINE MESH SCREEN 1/2' x 1/2" 2' BAND SCREEN TO PIPE GRATED LID MARKED "DRAIN" WITH LOCKING BOLTS. CONTROL ROD FOR CLEANOUT/DRAIN. ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT PATH COVER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. ELEVATION CATCH BASIN TYPE 2 54-INCH DIA. [MINI MOUSE 1. PIPE SIZES AND SLOPES, PER PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 3. METAL PARTS. A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2. B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. 4. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CIJMBDOVN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54' MINIMUM DIAMETER. DIVERSION STRUCTURE-i CB DIVERSION 813 PE 2.54'/- SEE ALSO DETAIL W AND DETAIL 4 ON THIS SHEET SEE DETAIL 4 THIS SHEET EANOUT GATE: A. SHEAR GATE IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, B. LIFT GATE, NO. CICA-LG, CASCADE CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. 0+00 1+00 2+00 0+00 1+00 DRASCNALAE- GHE I ZOFNATAL C 1I'=L2I0T' Y SECTION I DRASICNAA LIAJE E: GHE IIZF AA L C 1I* =L2 I0TY - SECTION VERTICAL V=5' VERTICAL 1 '=5. VIEW CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 iu ci lo-q S E I SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMAWA98402 PHONE: (253) 5730040 - FAX:(253) 573-0142 w .wundenginc.mm . mun4@mundengloc.com PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC. 210 STADIUM WAY SOUTH TACOMA,WA 98*2 TEL:(253)428-0800 FAX:(253)428-8172 PROJECT ENGINEER: JEREMY HAUG E-MAIL: IHAUG@SDUNDENGINC,COM DRAWN: 1HAUG BY OR: JFH 7/30/08 BY DATE SCALE: I"z20' DATE: 7/31108 PROJECr #: 07118 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 GRAVEL INFILTRATION BED UNDERGROUND Ul BOTTOM BOTTOM OF FRENCH BED EL = 337.60 INIISHED GROUND VARIES 3EE GRADING PLAN C5, C6 9 LF 12 NDS N-12 0 0.0055 FT/FT EXISTING GROUND NATIVE SOIL-"4 8 LF 18" ADS D N-12 0 0.0063 FT/FT - 8 13 E 2- 4' r4 4 CB 115 TYPE 2-48' BX16 STORMFILTER I IVERSION STRUCTURE C20 C23 VAULT W/28 CART. I IM=3 15 RIM=346.37 RIM SOUTH=346.25 1 -�-341.30 18- (E) IE IN=338.15 12' (W IE=341.20 12- (N) 1 -�341.30 12- (S) IE IN=338.15 18' (N IE--338 20 12 - (W) IE OUT=338.15 18. IN) 1 SEE ifi 3 LF 12* ADS N-12 0 0.017 1 L0 0+00 1+00 2+00 0+00 1+00 DRASCNALAE- GHE I ZOFNATAL C 1I'=L2I0T' Y SECTION I DRASICNAA LIAJE E: GHE IIZF AA L C 1I* =L2 I0TY - SECTION VERTICAL V=5' VERTICAL 1 '=5. VIEW CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 iu ci lo-q S E I SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMAWA98402 PHONE: (253) 5730040 - FAX:(253) 573-0142 w .wundenginc.mm . mun4@mundengloc.com PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC. 210 STADIUM WAY SOUTH TACOMA,WA 98*2 TEL:(253)428-0800 FAX:(253)428-8172 PROJECT ENGINEER: JEREMY HAUG E-MAIL: IHAUG@SDUNDENGINC,COM DRAWN: 1HAUG BY OR: JFH 7/30/08 BY DATE SCALE: I"z20' DATE: 7/31108 PROJECr #: 07118 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 rn 3 J w 0 ED O z Z a m n 1` 0 i 0 O i I 0 a I 0 0 N 0 0 CEMENT CONCRETE SIDEWALK RAMP TYPE 4A 3/8" EXPANSION JOINT (SE STD. PLAN F- 30.10) - SIDEWALK RADIUS POINT OF CURB RETURN CEMENT CONCRETE PEDESTRIAN CURB 0" RAMP \ F2 0� CRE K ROAD MIXED USE A PORTION OF THE NW QUARTER OF THEN QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF Y LM, THURSTON COUNTY WASHINGTON NAY NOTES AND DETAILS AT FACE OF CURB LANDING DIS'TJ�NCE FROM, 4 I ACCESa C:[MAJOR STREET? DETECTABLE WARNING PATTERN (SEE DETAIL) 30 FEET O - 01/4 3 -; CEMENT CONCRETE 40 FEET 9' - 61/4' 1 /4 E (SEE PEDESTRIAN CURB STD. PLAN F- 10.12) VARIES: 60 FEET 2% MAX v E 70 FEET TOP OF ROADWAY 9' - t>' 0 to 6" TOP OF „ 10 - ! 1/2' V) 1. This layout is used to provide access to a single crosswalk "Cement ROADWAY CEMENT CONCRETE - 8 3/4 parallel to the major street. The bid item Conc. ',1 /4 01 Sidewalk Ramp Type 4A" does not include the adjacent Curb Z(or SIDEWALK Curb & Gutter), the Sidewalk, or the Cement Conc. Ped- IN COLOR estrian Curb. CURB & GUTTER DEPRESSED (SEE NOTE 4) 2. Ramp slopes shall not be steeper than 12H:1V. O 3. Avoid placing drainage structures, junction boxes or other CURB, OR CURB obstructions in front of ramp access areas. AND GUTTER 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%6 in any direction), 4' ? 4'. En Fn On 0 0 U NAY NOTES AND DETAILS AT FACE OF CURB LANDING DIS'TJ�NCE FROM, LANDING I 6 - 21/1 C:[MAJOR STREET? DETECTABLE WARNING PATTERN (SEE DETAIL) 30 FEET O - 01/4 3 -; CEMENT CONCRETE 40 FEET 9' - 61/4' 1 /4 4p (SEE PEDESTRIAN CURB STD. PLAN F- 10.12) VARIES: 60 FEET 2% MAX v 6 - 4'',I/1 70 FEET TOP OF ROADWAY 9' - t>' 0 to 6" TOP OF „ 10 - ! 1/2' 90 FEET 14 - 101 11' ROADWAY CEMENT CONCRETE - 8 3/4 12 - 1 ',1 /4 SIDEWALK CEMENT CONCRETE IN COLOR CURB & GUTTER DEPRESSED (SEE NOTE 4) CEMENT CONC. RAMP CURB & GUTTER O (SEE NOTE 4) NAY NOTES AND DETAILS AT FACE OF CURB LANDING DIS'TJ�NCE FROM, P.C. 20 FEET 6 - 21/1 1' 5/8" 30 FEET O - 01/4 3 -; I� 40 FEET 9' - 61/4' 5 - 4 /4 50 FEET 1B - 9 3/4 6 1 60 FEET 11' - 11 112' 6 - 4'',I/1 70 FEET 13 - 0" 9' - t>' 11-r 80 FEET 13 - 11 1/2" 10 - ! 1/2' 90 FEET 14 - 101 11' �T 100 FEET 116 - 8 3/4 12 - 1 ',1 /4 O2' - 0" DETECTABLE WARNING INTERMEDIATE RADII CAN BE INTERPOL II'ED CEMENT CONK. PATTERN (SEE DETAIL) SIDEWALK 7' - 0" 1 LANDING RAMP TOP OF a d. FLUSH ROADWAY 6" 3 8" EXPANSION "JOINT + r ��4 4`1✓ I P f fl 1 �71"{M�( ;„ Yrl4KST'� vr;IIFt (SESTD. PLAN F- 30.10) LANDING DEPRESSED CURB &GUTTER (SEE NOTE 4) i SIDEWALK RAMP TYPE 4A O • NOT TO SCALE PER YMOT F- 40.16 -00 A RAMP MIN. MAX. B 1 5/8" 2 3!8" B 5/8" 1 1/2' C 7/16" I� D 7!8" 1 7116" 1 L PLAN ".... �T D THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL DETECTABLE WARNING PATTERN 4 NOT TO SCALE PER WSOOT F- 40.16 -00 STREET CONSTRUCTION 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. 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 WITH 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 NTH 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. i M N.I REQD. I TYP. gypi TYPE III T Y P I C A L C U BOTTOM OF RAMP MAY NOTE', SEE SIDEWALK SPAON61 HAVE MAX. 112" LIP EXPANSION JOINTS &i AT 4S'. MARK DETAIL FOR ALgI 45' NOTES, ft \ FLOW LINE � OF GUTTER 5 AC I 1i LIP DETAIL RAMP SECT NOTES: 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 0f THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OF PJB TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND v4" MDE. TYP 0.1 2, CURB RAMPS SHALL BE POURED AS A SEPARATE p UNIT FROM THE SIDEWALK AND FROM THE CURB AND GURU R1 GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDLES EXCEPT AT END OF RAMP NEXT TO ROADWAY, APPROVED 3, INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP, NO INLETS ARE PUBLIC WORKS DIRECTOF: i TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. DES, OWN. C JEG S -C S -C 5 TYPICAL CURB RAMPS 1/2' WIDTH MIN. MAX. A 1 5/8" 2 3!8" B 5/8" 1 1/2' C 7/16" 3/4" D 7!8" 1 7116" DETECTABLE WARNING PATTERN DETAIL DETECTABLE WARNING PATTERN 4 NOT TO SCALE PER WSOOT F- 40.16 -00 STREET CONSTRUCTION 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. 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 WITH 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 NTH 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. i M N.I REQD. I TYP. gypi TYPE III T Y P I C A L C U BOTTOM OF RAMP MAY NOTE', SEE SIDEWALK SPAON61 HAVE MAX. 112" LIP EXPANSION JOINTS &i AT 4S'. MARK DETAIL FOR ALgI 45' NOTES, ft \ FLOW LINE � OF GUTTER 5 AC I 1i LIP DETAIL RAMP SECT NOTES: 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 0f THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OF PJB TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND v4" MDE. TYP 0.1 2, CURB RAMPS SHALL BE POURED AS A SEPARATE p UNIT FROM THE SIDEWALK AND FROM THE CURB AND GURU R1 GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDLES EXCEPT AT END OF RAMP NEXT TO ROADWAY, APPROVED 3, INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP, NO INLETS ARE PUBLIC WORKS DIRECTOF: i TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. DES, OWN. C JEG S -C S -C 5 TYPICAL CURB RAMPS 1/2' WIDTH 2 G0 ONE -WAY TWO -WAY 70' t0' IS' 30' 20' 20 40' NOTE 5: 1, WHERE APPROACH EXCEEDS 16' MENU A FULL DEPTH EXPANSION NSK IV JOINT SHALL BE PLACED LONGITUDINALLY C'ENTERED IN THE APPROACH. 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE, 3. REFER TO SECIIJH HEATH, YELM DEVELOPMENT GUIDELINES- SEE LIP DETAIL AMPS Owc. No. DI-ATe 4 -1 2 DATE '�C 10f3!94 UEP I. OF PUBLIC WORKS CEMENT CONCRETE APPROACH APPROVED DWG, NO. PUBLIC WORKS DIRECTOR DATE 4 -9 DES, DW`C I CKD. GATE S -C S -C S -c 2f2/95 2 CEMENT CONCRETE APPROACH PLANTER STRIP (AS REQ -) CURB & GUTTER 5 _ 5 __ - -_ 5 EXPANSION \ / JOINT SCORE MARK SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) 6• I 1/4' R N PAVEMENT APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: VARIES SEE ARCHITECTURAL PLAN 2% SLOPE (1/4' DROP PER 1') g 4' COMPACTED SUBGRADE F'--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 JOINTS 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 I /2 "R 2"R m - a 0 q a d A a mod. CEMENT CONCRETE HARRIER CURB AND GUTTER CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT F- 10.42 -00 PER YELM DWG 4-13 UCEMENT CONCRETE CURBS NOT TO SCALE 0" 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 1 SCORE MARKS SHALL BE LI /B" MDE BY 11/4" DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALT(. 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 GLITTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. CITY OF YELI,A DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-1 DES. DWN CKD. DATE S -C S - -C S C 10/3/94 6 CEMENT CONCRETE SIDEWALK 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2- 013(14)D 0.67' GRAVEL BASE WMPACTED TO 95% OF MAXIMUM DENSIT PER, 2- 03.3(14)D - MINIMUM 0.25' CLASS 'B A.C,P. (CGMPACTED DEPTH) OR EXISTING PLUS 0.08', WHICHEVER IS GREATER APPLIED IN MAXIMUM 0.17' LIFTS MINIMUM 0.75' CEMENT WNC. PVMT OR MATCH EXISTING PLUS OJOS% WHICHEVER IS GREATER. -� • A + 1 • t_ NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND IN SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. SAW CUT EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE CSS -1 TACK SHALL BE APPLIED TO EDGES OF EXISTING PAVEMENT. ALL JOINTS SHALL BE SEALED USING PAA14G ASPHALT AR4GiOW. TRENCH BACKSLID COMPACTED PER, 2- 03.3(14)C METHOD B TRANSVERSE CONSTRUCTION JOINT. SEE STANDARD PLAN A -1 SAW CUT EXISTING PAVEMENT. TRENCH BACKFILL CGMPACTED PER. 2- 03.3(14)C METHOD C CITY OF YELM _ DEPT. OF PUBLIC WORKS TRENCH - PAVEMENT RESTORATION DETAIL APPROVED DWG, US, 1 PUBLIC WORKS DIRECTOR - I0 DES. DWN. 3/94 TRENCH PAVEMENT RE, NOT TO SCALE 0 z £ U s� LED g a o 0 o ?, Tk d a 0. sa z A 5EI SOUND ENGINEERING, INC, CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FA %:(253) 5230142 wwwsoundenginuwm " soundibmundengimmm 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 @SOUNDENGJNC.COM DRAWN: V SISSECK BY QR: )FH 072108 BY DATE SCALE NTS DATE: 07.30.08 PROJECT k: 07118.10 SHEET NAME TORATION DETAIL ACCESS WAY NOTES AND DETAILS CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 21 OF 31 2ND SUBMIiTAI DEC 0 8 2008 4" q" -.. - CONCRETE CL. 3000 D LJ ° P.' y �•9 LJ J F— In 1/2 LB. (MIN.) STEEL OR IRON GENERAL NOTES: CITY OF YELM YELM CREEK BLDG.S LLC. DEPT. OF PUBLIC WORKS 1, THIS MONUMENT TO BE USED IN BITUMINOUS OR TEL (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM ASPHALT CONCRETE PAVEMENT WHERE CASED n J n (-�� PLACE MONUMENT IS NOT QR: JFH 072108 2, ENSIGNS CONCRETE BASE DIMENSIONS SHOWN ARE MIIJIMVM, OI V U IVI �� SCALE: NTS CONCRETE BASE NEED NOT BE FORMED. DATE: 0730.08 1 CAP SHALL BE 2" MIN, DIAM. BRASS PLUG MARKER. APPROVED DWG, NO. 4. CONCRETE TO BE PLACED ON A FIRM ACCESS WAY CROSS 4-16 PUBLIC WORKS DIRECTOR DATE CALL 48 HOURS AND UNYIELDING FOUNDATION. BEFORE YOU DIG �� 1- 800 - 424 -5555 DES. DWN. CKD. DATE JEG S -C S -C S -C 10�3�94 1 ROAD MONUMENT NOT TO SCALE 12' 12' i i _ 1R 9' PARKING 6' SIDEWALK y 2% EXTRUDE RB INTEGRAL CURD e C21 0.17" ASPHALT CONCRETE , C21 0.17- C.S.T.C. 0.67" GRAVEL BASE 2 ROAD SECTION IACCESS WAY AI NOT TO SCALE i CREE A PORTION OF THE NW QUARTER OF THE N CITY OF'd ACCESS WAS RdW 55' 20' I F-20' EX ROW --* X22'- ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 1, THURSTON COUNTY, WASHINGTON ;ROSS SECTIONS AND DETAILS CREEK STREET CROSS SE TION 4 NOT TO SCALE i 40' EXST UTIL ESMT AFN 3078377 R/W PROPOSED 15' DEDICATED ROW 2 V 5' S.5'f I 10' PROP 15' STRIP PSTRIPR I UTIL 70X M X�j CEMENT CONC. BARRIER '�- CEMENT CONIC. SIDEWALK CURBAND GUTTER (a \ 2 4" CLASS B ASPHALT CONCRETE �- 2" CRUSHED SURFACING TOP COURSE `8" GRAVEL BASE CARPORT I 19 TARPORT 6' 20' 11.5' 11.5' SIDEWALK PARKING IT EXTRUDED CURB C27 \ SS C 3 ROAD SECTION IACCESS WAY BI NOT TO SCALE 0 0 INTEGRAL CURB C21 7 20' 'ARKING 8' SIDEWALK 2% -2.4% '0.17° ASPHALT CONCRETE INTEGRAL CURB 0221 0,17° C.S.T.C. GRAVEL BASE 126' GARAGE 11.5' 11.5' i 4%- i 1.0% APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: �- EXTRUDED CURB (PROJECTED) i \ _ 5 ROAD SECTION IACCESS WAY CI NOT TO SCALE 19' zn 19' CARPORT CARPORT — 20' 11.5' 11.5' 20' 6' PARKING PARKING SIDEWALK i -1%,_ I 1.5X 7.5X RUNOFF FLOWS UNDER CARPORT (TYP) \ WA 6 SS I 6 ROAD SECTION IACCESS WAY DI NOT TO SCALE CLASS 3000 CONCRETE 11-71 III ((TINT III (III 95% COMPACTED SUBGRADE NOTE: 1. CONSTRIIWITH 6" z 6" NUMBER 10 WELDED WIRE MESH 2 PR( ANSION JOINTS EVERY 10'. NOT TO SCALE FOR GARBAGE ENCLOSURES'' (a1 61* AccesslDVe Space at Er,d Row Fig. A5 I¢brking Space Al4emotires ........................... ............................... I NA PA q 80 ISW2 lag mIn min 132 man 132 rMn s5w g515 3050 4250 324 nYn b 4(rersal Poming A space Design Fig. A5 Parking $pace Alv anotI W;3 9 ADA STALL NOT TO SCALE ADA STANDARDS 2003, RG. AS I i X0.17" ASPHALT CONCRETE 0.17" C.S.T.C. 0.67" GRAVEL BASE 19' -6, SIDEWALK 9% INTEGRAL CURB 3 0.17" ASPHALT CONCRETE C21 17" C.S.T.C. GRAVEL BASE 9. BARS (2 O — 8" MIN. ---I 13/16- DIA HOLES 10" MAX. 3:1 SAND & CEMENT GROUT 1" DEPTH NON- SHRINK GROUT - -I I �6- s 2- CLEARANCE (TYP)- I^ #6 BARS-j- (2) CURB STOPS 8 NOT TO SCALE E 10 DISABLED PARKING SIGN NOT TO SCALE :a 0 f od �o � a o 0 a � z a a ffl to / ?3 /Ol _SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040. FAX:(253) 573 -0141 w .soundenginc.mm m sound4mundenginecom 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: VSISSECK BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 0730.08 PROJECT N: 07118 SHEET NAME: ACCESS WAY CROSS SECTIONS AND DETAILS CALL 48 HOURS BEFORE YOU DIG �� 1- 800 - 424 -5555 SHEET 22 OF 31 2N0 SUBMITTAL DEC 0 8 2008 3 „ J H w 0 I m 0 C h I 0 0 N 05 0 V 0 q CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE I IW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. NOTES CITY OF N ELM, THURSTON COUNTY, WASHINGTON I, AS AN ACCEPTABLE ALTERNATE R REBAR, WIRE MESH NIKE A MINIMUM STORM [) INAGE NOTES AND DETAILS AREA OF LAC SQUARE INCHES PER FOOT MAY HE USED. WIRE MESH SHALL NOT HE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE BE 5'A 15' 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. 3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS R 12' MAY BE SLOPED AT A RATE OF 124 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. FOR 6' TWO W3 BAR HOOPS FOR 12' RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION PIPE ALLOWANCES CATCH BASIN DIAMETER MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE KNOCKOUTS KNOCKOUTS DIAMETER REINFORCED OR 12' PLAIN CONCRETE 4' ALL METAL PIPE 15' CPSS 12, (STD. EC. 9- 05.20) 54' SOLID WALL PVC 15' (STD. SPEC. 9- 05.12(1)) 8' PROFILE WALL PVC 15' (STD. SPEC. 9- 05.12(2)) 5' CATCH BASIN TYPE 1 1 NOT TO SCALE PER WSDOT B- 5.20-00 CORRUGATED POLYETHYLENE STORM SEWER PIPE OD 1. WHEN BOLT -DOWN GRATES ARE SPECIFIED IN THE CONTRACT, PROMDE TWO SLOTS IN THE GRATE THAT ARE VERTICALLY AUGNED WITH THE HOLES IN THE FRAME LOCATION OF BOLT -DOWN SLOTS VARIES AMONG DIFFERENT MANUFACTURERS. 2. REFER TO STANDARD SPECIFICATION 9- 05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 8- 30.10. 4. THE THICKNESS OF THE GRATE SHALL NOT EXCEED 1 5/8 . j� SLOT SEE DETAIL AND NOTE 1 BOLT -DOWN SLOT DETAIL SEE NOTE 1 RECTANGULAR HERRINGBONE GRATE V NOT TO SCALE PER WSDOT 0- 30.50 -00 PIPE ALLOWANCES CATCH BASIN DIAMETER MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE KNOCKOUTS KNOCKOUTS DIAMETER REINFORCED OR 18' PLAIN CONCRETE 4' ALL METAL PIPE 21' CPSSP* 18' (STD. SPEC. 9 -05.20 54' SOLID WALL PVC STD. 21' SPEC. 9- 05.121 8' PROFILE WALL PVC (SM. 21' SPEC. 9-05.12(2)) 5' *CORRUGATED OR 127 POLYETHYLENE STORM SEWER PIPE ti- ONE p BAH HOOP FOR 6• HEIGHT TWO N BAR HOOPS FOR 12• HEIGHT CA11H BASIN OR MANHOLE Al xANGNGG � FLAT SLAB TOPI 4B• 54• 60• 72• B4. OR 98• - MORTAR (TYP.) STEPS DDER f I r, �. lRE1NFORCING (m) 0 RING 12- GRAVEL BAWILL FOR -7- PIPE ZONE BEGGING 6J_ F3 eP7' " .a... i C! CATCH BASIN TYPE IL 2 L PER WSOOT B- 5.40 -00 NOTES 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED ACCORDING TO THE STANDARD 2. 3. 4. 5. 6. 7. y3 B KNOCKOUTS SHALL HAVE A WALL OF 2' MINIMUM TO 2.5' MAXIMUM. THE FINISHED GRADE TO )RED AT THE TOP OF GROUTED FULL AFTER 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 3. CLEANING, GRATE THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED NTH 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 IN THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP NTH JOINT MORTAR IN ACCORDANCE PATH STANDARD SPECIFICATION 9 -04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL ICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE KNOCKOUTS KNOCKOUTS 2 in ft. IN EACH SEPARATE BASE 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 84' 8' 12' 72' 12' 0.39 0.29 96' 8' 12' 84 48' 0.39 0.29 PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP p SOLD Pte® PROFILE per® 48' 24' 30• 24' 27' 30• 54' 30• 36' 30' 27' 36' 60' 36• 42' M. 36' 42' 72' 42' S4' 42' 36' 48' 84' 54' 60' 54' 36' 48' 96' 60' 72' 60' 36' 48' CDCORRUGATEO POLYETHYLENE STORM SEWER PIPE (SID. SPED 9- 05.20) ®(SIO. SPEC. 9- 05.12nn ® (SID. SPEC. 9- 05.12(2)) TYPE 2 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: NOTES: CONTRACTOR TO PROVDE DRAIN BASINS OR INUNE BASINS AND APPROPRIATE GRATES AS SUPPLED 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 YARDLLDRAIN 10 9• 8 3/4' r � _ 6 CLEAN OUT SCALE NOT TO PER WSBOT B- 85.40 -DO CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 0 u w "I� g� o 0 a � a n 0 z SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573-0142 www.mundenginc.wm - wund@wundmginc.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: VSISSECK BY QR: JFH 07.2108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: STORM DRAINAGE NOTES AND DETAILS C23 SHEET 23 OF 31 2ND SUBMITfAI OEC 0 8 2008 A PORTION OF THE NW QUARTER OF T E HE CITY OF WATER v BALLAST (BY CON I mlmv:mim mm -.:m mi m� mm mm mm•um�ii • �.: NOTES . mml,nm mm.:mm m�m,.::mr� OUTLET • FILTRATION BAY 8'x 16' STORMFILTER - PLAN VIEW 1 1 30 "0 FRAME AND COVER (TYP) (SEE NOTE 4) GRADE RING (TYP) FLOW SPREADER BAFFLE WALL (TYP) (TYP) LADDER 4.1 MIN (SEE NOTE 7) XI PERMANENT POOL ENERGY STORMFILTER �_ UNDERDRAIN DISSIPATOR CARTRIDGE (TYP) MANIFOLD (SEE NOTE 2) 8'x 16' STORMFILTER - SECTION VIEW A 1 ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 4, THURSTON COUNTY, WASHINGTON ALITY NOTES AND DETAILS (TYP) 1 0 G APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: THE STORMWATER f t IINAGEMENT 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 5484667; SCARBOROUGH, ME (877) 907 -8676; StortnFilte ELKRIDGE, MD (866) 740 -3318. U.S. PATENT No. 322,629, No. 5,707,527,110 ,027'639 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN N. 6,649,046, H., ,624,576, INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. AND OTHER U.S. Al FOREIGN CG)2006 CONTECH Stormwater Solutions PATENTS PE ING A�IUVCALJW STORMWATER 8'x 16' PRECAST STORMFILTER PLAN AND SECTION VIEWS DRAW N 6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STORMFILTER VAULT SOLUTIONS.Y STANDARD DETAIL EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. a conM.h5tormwater.com DATE:09129105 ISCALENONE I FILE NAME: SF8i8 -PC -DTL I DRAWN'MJW C CKED'ARG 1 0 G APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: CONTECH 8' X 16' STORMFILTER NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a w� � V £ w X80 w zg UP o 0 a � �I^ z Z o 0 in K z a 0 rt a SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1107 COMMERCE ST., SURE 300 TACOMA, WA 98402 PHONE: (253) 573 -DD40, FAX:(253) 573 -0142 www.eoundenginc.com . mun4 @mundenginc.cw 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.CC DRAWN: ViESEU _ BY QR: JFH 07.21.08 BY DATE SCALE: NITS DATE: 07.30, 08 PROJECT M: 07118 SHEET NAME: WATER QUALITY NOTES AND DETAILS C24 I SHEET 24 OF 31 2ND SUBMITTAL DEC 0 8 2008 GENERAL NOTES 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 5484667; SCARBOROUGH, ME (877) 907 -8676; ELKRIDGE, MD (866) 740 -3318. 2) FILTER CARTRIDGE(S) TO BE SIPHON - ACTUATED AND SELF - CLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING. 5) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP IS AVAILABLE, CONTACT CONTECH STORMWATER SOLUTIONS. 6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STORMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH STORMWATER SOLUTIONS FOR OTHER OPTIONS. 8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE. 9) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE 8'x 16' PRECAST 30 "0 FRAME AND COVER (TYP) STORMFILTER DATA (SEE NOTE 4) STRUCTURE ID SF WATER QUALITY FLOW RATE cfs 0.68 PEAK FLOW RATE cfs DIVERTED BAFFLE FLOW RETURN PERIOD OF PEAK FLOW rs) 100 WALL SPREADER # OF CARTRIDGES REQUIRED 28 CARTRIDGE FLOW RATE 15 OR 7.5 m 11.25 BALLAST MEDIA TYPE (CSF, PERLITE, ZPG ZPG (SEE NOTE 8) pIPE DATA: LE. MATERIAL DIAMETER INLET PIPE #1 341.20 ADS 12" ; � %G � INLET PIPE #2 NIA OUTLET PIPE 338.20 ADS 12" HEIGHT RIM WIDTH --� UNDERDRAIN MANIFOLD 348.17 FLOW 346.25 8'x 16' STORMFILTER - SECTION VIEW �B1 —► 2 LADDER YES /NO ANTI - FLOTATION BALLAST WIDTH HEIGHT N/A N/A NOTES /SPECIAL REQUIREMENTS: S-3. —� 4' 8 16' THE STORMWATER MANAGEMENT St.,mRtllerV US PATENT No 5,322,629, 8'x 16' STORMFILTER - TOP VIEW %11 No 5,707,527, NO.6,627,e39 N. 5,fi07,527, No, 5,627576, 2 AND OTHER U S AND FOREIGN 02006 CONTECH Stormwater Solutions PATENTS PENDING A:44/_.►Iv1E^Lj0 8'x 16' PRECAST STORMFILTER DRAWING %i Alli ■ rte:? TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER �- STANDARD DETAIL 2/2 SOLUTIONS. contechstormwateccom DATE:OW29105 I SCALE: NONE I FILE NAME: SF816 PC -DTL DRAWN. MJW I CHECKED: ARG CONTECH 8' X 16' STORMFILTER NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a w� � V £ w X80 w zg UP o 0 a � �I^ z Z o 0 in K z a 0 rt a SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1107 COMMERCE ST., SURE 300 TACOMA, WA 98402 PHONE: (253) 573 -DD40, FAX:(253) 573 -0142 www.eoundenginc.com . mun4 @mundenginc.cw 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.CC DRAWN: ViESEU _ BY QR: JFH 07.21.08 BY DATE SCALE: NITS DATE: 07.30, 08 PROJECT M: 07118 SHEET NAME: WATER QUALITY NOTES AND DETAILS C24 I SHEET 24 OF 31 2ND SUBMITTAL DEC 0 8 2008 0 a d 0 SIZE A B 1 1/2" 13 1/4" 15" 2" 17 1/4" 15" APPROVED METER BOX LID - 1730 DI READER LID BOX - BCF 1730 X 12 BASE OR APPROVED EQUAL PLASTIC LINE (USE 200 PSI PHILLIPS CRISCO PIPE 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT 6 FEMALE I.P. THREADS SERVICE SADDLE NOTES. 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VEIN 76 -15813 OR EQUAL 2" - FORD VON 77 -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2' NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING L 1 1/2 " -2" MALE NIPPLE 1 17" 12" BY -PASS VALVE W /LOCKABLE CAP CITY OF YELM, WASHINGTON _ DFPT. OF PUBLIC WORKS 1 1 /2" TO 2" METER SERVICE APPRO DWG, N0, T� Zq PUBLIC WORKS DIRECTOR DATE 6 -J DES. DWN, CKD. DATE ES JEG TP 4/2007 11/21 TO 2' METER SERVICE 1 NOT TO SCALE 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 CEMENT CONCRETE CLASS v o \ 1 4 2. a a j1 _ 4.,i W P A. 4 ' D v o SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN -- COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT- SEE DETAIL 6 -7) \\ 4:- 2, a CITY OF YELM, WASHINGTON CEMENT CONCRETE � DEPT. OF PUBLIC WORKS CLASS 3000 b' VALVE MARKER POST & HYDRANT BOLLARD DETAIL AP EEUAQ DWG. N0, HYDRANT BOLLARD lJ - PUBLIC WORKS DIRECTOR DATE 6 - 1 2 DE8 OWN. CKD. DATE E5 JEG IP 4/200] VALVE MARKER NOT TO SCAM CREE Z) CITY OF'v WATER Top view operating nut I ^Limits of payment 2f -60" Pains Hydrant Weather shield Sun Yellow High and Hydrant Lo: \ Grade Enamel Bonnet � 13312 2 /2 "Hose c TOP VIEW -with threads III TOP I VIEW -4 '/2" Steam - " with MST If ,,, & 5" Storc al A"oo Style 5 -37 PT, OF P C FIRE DEPARTMENT 3 SIDE VIEW METER BOX - - -- \1�� /T` (j PUBLIC WORKS DIRECTOR DATE 6 -4.4 SIDE VIEW � SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND 1 1/2" -2" POLYETHYLENE LINE BALL VALVE I • a ! J r'- \\ \" 7 1/2 " -2" MALE ADAPTER TEE WITH I- -A CROSS WITH PLUG OR CAP -2" RESILIENT BALL VALVE (CURB STOP) PLUGS WEDGE 45" - 90° VERTICAL BEND GATE VALVE CHECK VALVE CITY OF YELM, WASHINGTON SERVICE SADDLE 30" ROMAC 2025 OR "DIES` - j POURED AGAINST UNDISTURBED EARTH.'' 2% SLOPE TO BOX p BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE i ! 48" TO CENTER OF BOx �..I I TWEEN ALL THRUST BLOCKS & FITTINGS 3. ANCHOR REAAR SHALL BE 5/18" MINIMU DIAMETER. M4O PUBLIC WORKS DIRECTOR DATE A nau DES. DWN. CKD. CURB n ES JEG 14 GAUGE ° �. INSULATED ' ° ° A v COPPER v TONING WIRE A .p a 71A WRAPPED t 1/2" - 811 -666 AROUND THE 2" - 811_777 PIPE (SEE GENERAL NOTES N0. 11 66 CB6 - 77 \ ,FORD PACK JOINT PLASTIC LINE (USE 200 PSI PHILLIPS CRISCO PIPE 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT 6 FEMALE I.P. THREADS SERVICE SADDLE NOTES. 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VEIN 76 -15813 OR EQUAL 2" - FORD VON 77 -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2' NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING L 1 1/2 " -2" MALE NIPPLE 1 17" 12" BY -PASS VALVE W /LOCKABLE CAP CITY OF YELM, WASHINGTON _ DFPT. OF PUBLIC WORKS 1 1 /2" TO 2" METER SERVICE APPRO DWG, N0, T� Zq PUBLIC WORKS DIRECTOR DATE 6 -J DES. DWN, CKD. DATE ES JEG TP 4/2007 11/21 TO 2' METER SERVICE 1 NOT TO SCALE 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 CEMENT CONCRETE CLASS v o \ 1 4 2. a a j1 _ 4.,i W P A. 4 ' D v o SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN -- COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT- SEE DETAIL 6 -7) \\ 4:- 2, a CITY OF YELM, WASHINGTON CEMENT CONCRETE � DEPT. OF PUBLIC WORKS CLASS 3000 b' VALVE MARKER POST & HYDRANT BOLLARD DETAIL AP EEUAQ DWG. N0, HYDRANT BOLLARD lJ - PUBLIC WORKS DIRECTOR DATE 6 - 1 2 DE8 OWN. CKD. DATE E5 JEG IP 4/200] VALVE MARKER NOT TO SCAM CREE A PORTION OF THE NW QUARTER OF THE I CITY OF'v WATER Top view operating nut I ^Limits of payment 2f -60" Pains Hydrant Weather shield Sun Yellow High and Hydrant Lo: \ Grade Enamel Bonnet � 13312 2 /2 "Hose c TOP VIEW -with threads III TOP I VIEW -4 '/2" Steam - " with MST If ,,, & 5" Storc A"oo Style 5 -37 PT, OF P C To suit Standpipe trench depth I - - -- 3' Minimum r�l \-6" Class 52 d pipe cut to 6" gate vale. See note bel Vari 4 "x8 "x16" concrete block Hydrant shoe Backfill to fop of drain ring hou bolts with 2" washed rock as :1H 6' x 6' sheet of 11 mil, plastic or ac Notes struction fabric, covering 2" washed I 1. Hydrants shall be located In accordance with Section 6.060. In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. 2. Hydrants shall be Dresser M & H Rellont style 929, Claw Medallion or American AVK Series 2780 or Mueller Centurion 3. Gate valves shall be resilient wedge MRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -8D. Valves shall be Mueller M &H, Kennedy, Clow R/W or Waterous Series 500. 4. Fire Hydrant lock payment is required city will order and install. 2 FIRE; ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 4, THURSTON COUNTY, WASHINGTON STEM NOTES AND DETAILS u zs MIN. �a motion HYDRANT OFFSET onneciion Is See valve box and 3pter /-valve stem detail- SC cap / 6 -11 � Ground 6" Flanged fire hydrant tee MIni 1IIMMII� Plastic barrier between thrust block and fee Concrete thrust block cast -in -place against fitting only T. OF PUBLIC WORKS FIRE HYDRANT n "" DWG. N0. �:w G PUBLIC WORKS DIRECTOR DATE 6 -7 DES, DWN. CKD. DATE ES_ JEG TP 4/2007 HYDRANT BOLLARD n S DETAIL APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES- 2-1/2" FIRE DEPARTMENT RAISED LETTERS �� INLET CONNECTION "AUTO SPRINKLER° SCHEDULE 40 p GALVANIZED STEEL 2f -60" 18" X la" X e" \ CONC. BLOCK r TOP VIEW TOP VIEW III TOP I VIEW 7 i WYE CITY OF YELM, WASHINGTON PT, OF P C FIRE DEPARTMENT : \ SIDE VIEW \1�� /T` (j PUBLIC WORKS DIRECTOR DATE 6 -4.4 SIDE VIEW � SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND I • a ! \\ \" III TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 45" - 90° VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS STANDARD "DIES` 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.'' p BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE -I ! APPRO TWEEN ALL THRUST BLOCKS & FITTINGS 3. ANCHOR REAAR SHALL BE 5/18" MINIMU DIAMETER. M4O PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. ES JEG HYDRANT BOLLARD n S DETAIL APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES- 2-1/2" FIRE DEPARTMENT RAISED LETTERS �� INLET CONNECTION "AUTO SPRINKLER° SCHEDULE 40 p GALVANIZED STEEL 2f -60" 18" X la" X e" CONC. BLOCK _ -- m_ m_ -- SCHEDULE 40 GALVANIZED STEEL WRAPPED WITH 6 MIL PLASTIC CITY OF YELM, WASHINGTON PT, OF P C FIRE DEPARTMENT CONNECTION APPROVELl DWC. N0. PUBLIC WORKS DIRECTOR DATE 6 -4.4 DES. OWN. CKD. DATE ES JEG TP 4/2007 FIRE DEPARTMENT CONNECTION 5 NOT TO SCALE YELM DETAIL 6-4.4 RESTORATION DEPTH �\ /' TRACE TAPE 12" TO 18" UNDER VARIES. \ / THE FINAL GRADE. TRACER WIRE (SEE GENERAL TRENCH BACKFILL WATER NOTES NO, 7) SEES NOTE 1, 2. 3 1 6' MIN. BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED. EXCEPT AS REQUIRED AT CONNECTION POINTS. 2, NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD 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 5-INCHES. 4, PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED NM1'HOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE W500T STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED, TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWC. N0. L1.n PUBLIC WORKS DIRECTOR DATE 6 -15 DES. OWN, CKD. OA 7E ES JEG D 4 E6 200 7 TYPICAL WATER MAIN 6 NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 V z � E o w U Q W o ^! z u ME e F M [oJ�:; fpCt SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS w LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-DD40" III S73 -0142 www.s undenginc.com m soundesoundenglAc.mm PROTECT: 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 21.08 BY DATE SCALE: NTS DATE: 0730.08 PROJECT #: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C25 SHEET 25 OF 31 2ND SUBMITfAI DEC 0 B 2008 WATER MAIN INSTALLATION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WTH 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 ANY 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)B. 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 LINED 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 BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -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 AUK. 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 WD- OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER MARE (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 SPUCE KT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) 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 LINE 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 LIST- PREPARED BY THE CITYS INSPECTOR DETAILING 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 3' x 4" CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER WIRE SEAL WITH AR4000W ACP CSTC' 2' RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 6 3 4 VALVE BOX WITH 10 8 3/4' 6 "WATER" CAST IN LID 1 1 OR OECD 910 � ! SECTION pl -10" ORN 18 "' f6" SOR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. m= Ot Ile ^ 1 4 _ 0 2 2 .m I u BALLAST w + - VALVE STEM RISER EP 0.5' CONCRETE CL 3000 REQUIRED WHEN MAX. 36" IS EXCEEDED INSIDE PAVED ROADWAY �'� _ (LENGTH VARIES) N ALL VALVES MUST HAVE 14 SURGE INSULATED L 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 NIPPLE O VALVE OPERATING NUT OR 1 7/8" S. X 1 7/8" X Y' HIGH GRADE STEEL TAPPING VALVE WELDED 10 RISER SHAFT, CITY OF YELM, WASHINGTON (1) 3/16" Thk X 5 1 /5" CIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD [✓ RAL VALVE BOX STEELXTUBING TO FT OPERATING SUPPORTED AND BACKFILLED AS NUT. LENGTH AS REQUIRED. TEE SHOWN BELOW- RIGHT. aPPeOv DWG. N0. NOTE: METER A. ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECmR DATE 6 -i 1 FILLET WELD ALL AROUND. DES, OWN. CKD. DATE CONTROLLED DENS POURED WIDTH Of E5 JEG TP 4/2007 STANDARD VALVE BOX 2 Nor ro scuE DO 0 U 0 CRE K ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF' LM, THURSTON COUNTY, WASHINGTON WATER YSTEM NOTES AND DETAILS LIVE TAP -I 2' TYP, - r CONCRETE THRUST BLOCK (TYP) /3 PLASTIC , 2 OR CONCRETE BOX r L 1 CONN TION TO EXISTING MAIN PER YELM E 0 �� QQ �z 6' MIN. PLAN 6' MIN. 0 5 Wl 3 4 2 PROFILE 3' / p Fr, I FLOW 6 C2 G VEL BASE MATERIAL LIST; THICK 1. SERVICE LINE MEGA LUC 2. 90• BEND l•1 Z 3. UNION 2' TYP N 4. NIPPLE w S. GROUND TAPPING VALVE 6. GATE VALVE FL K MJ STAINLESS ST•fL 7. FL X MJ TAPPING SLEE 8. TESTS COCKS VALVE AND SLEEVE SHALL BE 9. DRAIN TO DAYLIGHT SUPPORTED AND BACKFILLED AS fO.PLUGS IN TEST COCKS TEE SHOWN BELOW- RIGHT. B" COORDINATE WITH FIRE 1/3 DL METER A. Cr PIPE B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SEC NEEDED. IF A SZE OF CONTROLLED DENS POURED WIDTH Of 1'Y BACK�/ (TRENCH I_-2• ,r D. DO NOT INSTALL IN AREA SUBJECT TO F SOLID BRICK SUPPORT R/W LINE PRECAST CONCRETE THRUST BLOCK NOTES: LION 1. 11 MIL PLASTIC OR CONSTRUC FOR DOUBLE FABRIC SHALL BE WRAPPED A UND PIPE AND FITTINGS BEFORE TI UST BLOCK AND BACKFILL ARE PO RED. MORTAR CITY OF YELM, WASHINGTON 2. MJ CUT IN TEES SHALL NOT now DEPT. OF PUBLIC WORKS PERMITTED. 10 FIRE DEPT, CONNECTION 12'- 3. SUPPORT VALVE AND SLEEVE ODORS, SEE DETAIL Y 5-42 FINISHED WE CONNECTION TO CONTINUOUSLY THROUGH INST. ILLATION, EXISTING M AI N T -il -fir_ APPRO DWG. N0, 11 2FREGAST CONCRETE VALE S Hi -MIN' PUBLIC 6-10 SEE DETAIL y 6 -4.2 uZS` w 1 WORKS DIRECTOR DATE DES. OWN. CKD. DATE MEGA LUG ES LEG TP 4/2007 /3 PLASTIC , 2 OR CONCRETE BOX r L 1 CONN TION TO EXISTING MAIN PER YELM E 0 �� QQ �z 6' MIN. PLAN 6' MIN. 0 5 Wl 3 4 2 PROFILE 3' / p Fr, I FLOW 6 C2 G VEL BASE MATERIAL LIST; THICK STANDARD DETAIL 6 -18. J _ 1 TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER TION, _ A T� DWG. N0. 6.110 F�7� R DATE C - NG. CKD. DATE TP 4/2007 PRESSURE BACKFLOW IY - 2' OR SMALLER APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1. SERVICE LINE MEGA LUC 2. 90• BEND RAN 3. UNION SEAL WITH 4. NIPPLE MASnc S. SHUT -OFF VALVE MO'FiM 6. CHECK VALVE (D.S.H.S. APPROVED) DOUBLE 91WP 7. RELIEF VALVE SAUULE 8. TESTS COCKS RpBA NOTE 9. DRAIN TO DAYLIGHT MIN. fO.PLUGS IN TEST COCKS CONTRACTOR SHALL O _ B" COORDINATE WITH FIRE GENERAL NOTES: SYSTEMS DESIGNER ON DESIGNER A. THOROUGHLY FLUSH LINES PRIOR TO INS EXACT SZE RPBA B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SEC NEEDED. IF A SZE OF FOR FURTHER INFORMATION. 3. OR LARGER IS D. DO NOT INSTALL IN AREA SUBJECT TO F REQUIRED, CONTRACTOR R/W LINE PRECAST SHALL USE CITY OF YELM SEE DET.2 STANDARD DETAIL 6 -18. J _ 1 TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER TION, _ A T� DWG. N0. 6.110 F�7� R DATE C - NG. CKD. DATE TP 4/2007 PRESSURE BACKFLOW IY - 2' OR SMALLER APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: DOUBLE DETECTOR CHECK VALVE 4 NOT TO SCALE PER YELM 6 -4 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION Of THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THE 'ACCEPTED PROCEDURE AND PRACTICE IN CROSS- CONNECTION CONTROL" MANUAL, OF THE CROSS - CONNECTION CONTROL COMMITTEE. PACIFIC N.W. SECTION OF THE A.W.W.A., MAY 1990, 5TH EDITION MANUAL OR CURRENT ADDITION. 2. SACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF BACKFLOW PREVENTION( ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION. 3. UPON INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FORWARD THE TEST RESULTS T0: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. 5. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPECTOR, 6. DDCVA MUST BE PURCHASED AS A UNIT, NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED. 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUBIC FEET. 8. PIPE SUPPORTS SHALL BE RUST - PROTECTED WITH ALUMINUM PAINT. 9. THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT BUT NOT LESS THAN 10 FEET. 10. WHEN DDCVA IS LOCATED WITHIN A BUILDING, THE BALL DRIP SHALL DRAIN TO THE NEAREST APPROVED CATCH BASIN. 11, A 2" BLOWOFF ASSEMBLY IS REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS LOCATED FURTHER THAN I8' FROM THE LOOPED WATER LINE SUPPLY. NOT TO SCALE PER YELM 6-4.3 DOUBLE DETECTOR CHECK VALVE NOTES ,PPROV DWG. NO 16-4.3 DES. DWN. CKD. ES I LEG TP VALVE NOTES CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 TH 0 V z� f � 0 V O � a o 0 a z w N o Z � O z L9 4 offia SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE; (253) 573-OW - FAX:(253)573 -0142 WWw.Soundenginocom m wund@wundengiu.com PROJECT: CREEK ROAD MIXED USE CLIENT ��!66TM��L1N21�141�� 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 4288172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: ]PH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME'. WATER SYSTEM NOTES AND DETAILS C26 SHEET 26 OF 31 2NO SUBMITYAI DEC o 8 2008 MEGA LUG MEGA LUC ING SMas WONUO RAN MOmAq SEAL WITH MASnc MO'FiM IANf,E�000PLING I GE DOUBLE 91WP ANDT 13 MIH. LING ADAPTOR SAUULE I FLOW fRON -TIM -- 05 -Y ND 1 FI s -x "It CHECK, CH ATE GAT( VALVE O WISH 2 OPEN NO MIN. �1 1 I L O _ B" 2' s.ow o,SIX MIN 'W t SEE 6 -4.1 5 /B' WATER METERS 4' (DIVA) SEE NOTE 7, 6-4.3 8 -10 CONCRETE METER BOX WITH METAL UO / 12' '- MMP. 9 12' MIN, - ,2• MIN R/W LINE PRECAST E VAULT SEE DET.2 FOR DOUBLE BUILDING GL WRH SERVICE PLAN VnC ANO MORTAR now FOR DUAL SERVICE 10 FIRE DEPT, CONNECTION 12'- REMOVEABLE ODORS, SEE DETAIL Y 5-42 FINISHED WE R/W LINE - n I T -il -fir_ 11 2FREGAST CONCRETE VALE S Hi -MIN' vuvE nox SEE DETAIL y 6 -4.2 uZS` w 1 MEGA LUG TIC. Cavu -G- "DOER AOWD0. m. SEE CNY STD RING - NO. 3W.2 FLANGE COUPLING ADAPTER FA` WRH �M45Rp ANp D.LP.� NORIAN flow -� MEW LUG , CIVIC ^ -2' Y. ACRES �AE STEEL 12' MIN, PIPE SUPPORTS SEE NOTE B 10" MAXI FFppLL WITH AH MlSTI MORTAR 12 MIN, 1 1/2 WASHED ROCK VALVE AT MAI N FLOOR TO SLOPE SUMP. SEE NOTE 1 TO DRAIN Gm STD. J3032 CITY OF YELM ES CTION DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE APPROVED DWG. NO. _ 6-4 PUBLIC WORKS DIRECTOR DATE DES. DW CKD. DATE ES JEG TP 4/2007 DOUBLE DETECTOR CHECK VALVE 4 NOT TO SCALE PER YELM 6 -4 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION Of THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THE 'ACCEPTED PROCEDURE AND PRACTICE IN CROSS- CONNECTION CONTROL" MANUAL, OF THE CROSS - CONNECTION CONTROL COMMITTEE. PACIFIC N.W. SECTION OF THE A.W.W.A., MAY 1990, 5TH EDITION MANUAL OR CURRENT ADDITION. 2. SACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF BACKFLOW PREVENTION( ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION. 3. UPON INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FORWARD THE TEST RESULTS T0: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. 5. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPECTOR, 6. DDCVA MUST BE PURCHASED AS A UNIT, NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED. 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUBIC FEET. 8. PIPE SUPPORTS SHALL BE RUST - PROTECTED WITH ALUMINUM PAINT. 9. THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT BUT NOT LESS THAN 10 FEET. 10. WHEN DDCVA IS LOCATED WITHIN A BUILDING, THE BALL DRIP SHALL DRAIN TO THE NEAREST APPROVED CATCH BASIN. 11, A 2" BLOWOFF ASSEMBLY IS REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS LOCATED FURTHER THAN I8' FROM THE LOOPED WATER LINE SUPPLY. NOT TO SCALE PER YELM 6-4.3 DOUBLE DETECTOR CHECK VALVE NOTES ,PPROV DWG. NO 16-4.3 DES. DWN. CKD. ES I LEG TP VALVE NOTES CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 TH 0 V z� f � 0 V O � a o 0 a z w N o Z � O z L9 4 offia SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE; (253) 573-OW - FAX:(253)573 -0142 WWw.Soundenginocom m wund@wundengiu.com PROJECT: CREEK ROAD MIXED USE CLIENT ��!66TM��L1N21�141�� 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 4288172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: ]PH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME'. WATER SYSTEM NOTES AND DETAILS C26 SHEET 26 OF 31 2NO SUBMITYAI DEC o 8 2008 I E n° N 0 1 0 0 N O v d 0 2' WATER TIGHT CAP TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2' -0" TAIL REWIRE SERVICE BOXES (CARSON OR RICH) ABOVE 1 GROUND--\ EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT STANDPIPE NEW )K PVC SEWER PVC C.O.- LINE (TYP) (3034) TOP OF STEP TANK DOUBLE 2% SLOPE TO TANK SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL BAFFLE FERNCO COUPLING OR APPROVED EQUAL CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION APPRD DWG. NE). \ PUBLIC WORKS DIRECTOR DATE 7-7 DES. OWN. CK DATE JY JEG TP 4/2007 TYPICAL CONNECTION FROM BUILDING TO STEP TANK 1 NOT ro SCME FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5 MIN (TYP.) 1'31/4" ALL LIDS 7 MIN ` -- FINISH GRADE -� I TYP. I SLOPE TO NATIVE NATIVE 14 GAUGE COPPER PVC RISER, GRADE TONING WIRE. 2' -0" ORENCO SYSTEMS, TAIL INTO RISER INC.. OR EQUAL ORENCO TANK i0 RISER ADAPTOR (FOR USE WITH NON - TRAFFIC BEARING TANKS) NOTE RSER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. N0. 7 -18 PUBLIC WORKS DIRECTOR DATE DES. JY I LEG I TP 4/2007 TYPICAL STEP TANK RISER 5 NOT 10 SCALE CRE K ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE W QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S.T.E.P ISEWER NOTES AND DETAILS TO EXISTING GE TONING 10 STEP TANK CONNECT TO EXISTING PVC SERVCE LINE I" KBI BALL VALVE. SL x V CHECK 1. 40 SERVICE" % - CARSON WDUSTRIE 14198 M BOLTED '"N"' COVER COVER "ING TO READ 'SEWER (USE IN - TRAFFIC AREAS) 14 G .I OF HEAVY INSULATED COPP TOLLING WIRE ALL i LNG WIRE SPLICES SHALL BE CO CTED BY USING D.B.Y. KIT'. ANUFACTURED BY 3M STEP MAIN P, 'tNG CHECK VAI. Ni a x a 1" KBI FAIL VALVE. SL X SLJ 1' P NIPPLE, A x SL - h' x MAIN CIA PVC EDUONG TEE SL x TH R PIPE 'ADDLE - INSTALLATION NOTES 1" AIR RELEASE VALVE OR I,I I TOLLM ALL SERVCE LINE CARSON BOXES SHALL BE D12 1f. OF PUBLIC WORKS 21 "0 RIBBED PVC RISER v LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BO 1' TH RISER ,. TYPI CAL SIDES OFROADWAY. SERVICE CONNECTION GANG CARSON BOXES 'HALL BE LOCATED 3' EXISTING GROUND 3 TO C APART TO CENTER OF BOXES 11 -MAX. I APPROVE M 14 GAUGE TONING WIRE DWG. NO 2' 1 BALL AND CHECK VALVES TO BE INSTALLED 341.00 s 1' PVC TRUE UNION BALL VALVE--,, , IN CARSON BOXES ACCORDING TO DRAWING. KB DIRECTOR DATE 7- 1 pUBUC W 3' ^- -- -- -- oft . CKD. ATE 0T 1' PVC ELL, 8H JY LEG TP 4/2007 NOTE THIS PROECT USES 2• SERVICE LINES PIPE SZE CAUDUTS IN THS DETAIL TO BE INMEASED ACCDRDIN(YY. TYPICAL 1' SERVICE CONNECTION CONTRACTOR TO EPDXY TWO 1" MANHOLE RING AND COVER. '� PVC RIPE PIECES LONG TO FIBERGLASS LID FOR LIFTING CONCRETE COLLAR- . Lai 1" AIR RELEASE VALVE OR 6" 2" 14 GA. COPPER TONING VALVEM@ VACUUM VALVEEASE 21 "0 RIBBED PVC RISER WIRE 2' -0' TAIL INTO W/ BOLT ON FlBERCLASS COMPACTED BACKFILL RISER 2" RIGID FINISH GRADE SHALL RISER WITH FIBERGLASS INSULATION BE WITHIN 1't 1/4' LID ORENCO SYSTEMS, Of TOP OF UP. EXISTING GROUND 3 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 NOT DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID APPROVED DWG. NO L,,,� -- q PUBLIC WORKS DIRECTOR DATE �- DES, OWN. C D. J DATE Y JEG TP 4/200 LID FOR STEP TANKS MAIN TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE 3 NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: FINISHED 30'0 HIS ALARM HIGH LEVEL 1" AIR RELEASE VALVE OR CSI LAC ON /OFF (4.5" DRAWDOWN ON TO OFF ) B VALVEM@ VACUUM VALVEEASE 21 "0 RIBBED PVC RISER S W/ BOLT ON FlBERCLASS LEAD ON /OFF LID BY ORENCO OR EQUAL 2" RIGID FINISH GRADE SHALL (4.5" DRAWDOWN ON TO OFF) INSULATION BE WITHIN 1't 1/4' CARBON FILTER Of TOP OF UP. EXISTING GROUND 3 X 11 -MAX. I 2' PVC OUTLET PIPING M 14 GAUGE TONING WIRE 6,000 F E 1/2" PVC TRUE UNION BALL VALVE '1 I X 341.00 s 1' PVC TRUE UNION BALL VALVE--,, , SEPTIC FILTERS WITH HIGH LEVEL FLOAT ASSEMBLY 10,000 I SLOPE UP 23.5' FIBERGLASS COLLAR WITH TANK ACCESS OPENING ^- -- -- -- PYLENE I' SCHEDULE 40 PVC STRAINER 0T 1' PVC ELL, 8H X 1' SCHEDULE 80 PVC IPT NIPPLE 8 SELF TAPPING PVC SADDLE X ROMAC MODEL 304 OR EQUAL INIMUM OF 8' PRESSURE SEWER MAIN OF PEA GRAVEL X L 24' PVC RISER WITH COVER DRAIN NOTE: PLACE IN A NON- TRAFFIC AREA, M UNION JOINTS SHALL a SOLVENT CITY OF YELM WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS 48' RISER WITH COVER TYPICAL SEWER AUTOMATIC X AIR RELEASE VALVE EFFLUENT FILTER SUPPORT SYSTEM APPRO DWG. NO. X 7 -12 I 12,000 PUBLIC WORKS DIRECTOR DATE 350.59 DES. OWN, CKD. DATE 345.25 JY JEG TP 4/2007 I TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE 3 NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: FINISHED 30'0 HIS ALARM HIGH LEVEL EQUIPMENT LISTING AND SUPPLIER CSI LAC ON /OFF (4.5" DRAWDOWN ON TO OFF ) B EQUIPMENT LISTING AND SUPPLIER CSI S A LEAD ON /OFF X S (4.5" DRAWDOWN ON TO OFF) 6' PVC INLET PIPING WITH SANITARY TEE LOW LEVEL ALARM BC B REDUNDANT OFF X 346.85 I 2' PVC OUTLET PIPING 000 6,000 25" C.S.I. PRECAST DEADMAN ANCHOR WITH EYEBOLTS 6" MIN. BEDDING DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPROVE DWG. NO. PUBLIC WORKS DIRECTOR GATE 7 -14 --DET I OWN, I CKO. A JY JEG TP 1 4/2007 FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT '� NOT ro SCALE MARK EQUIPMENT LISTING AND SUPPLIER CSI CUSTOMER NARK EQUIPMENT LISTING AND SUPPLIER CSI CUSTOMER A C.S.I. SINGLE WALL FIBERGLASS TANK X 349.15 H 6' PVC INLET PIPING WITH SANITARY TEE X BC B C.S.I. FRP HOLD DOWN STRAP L TURNBUCKLE ASSEMBLY X 346.85 I 2' PVC OUTLET PIPING X 6,000 C C.S.I. PRECAST DEADMAN ANCHOR WITH EYEBOLTS X 341.00 J SEPTIC FILTERS WITH HIGH LEVEL FLOAT ASSEMBLY 10,000 X D 23.5' FIBERGLASS COLLAR WITH TANK ACCESS OPENING X 333.55 K 4' PVC RAIL ASSEMBLY WITH FLEXIBLE CONNECTOR 10 X E 48' FIBERGLASS PIPE TANK ACCESS OPENING X GH L TANK BOTTOM MOUNTING BRACKET 346.30 X F 24' PVC RISER WITH COVER X 12,000 M 7/8 HEIGHT FRP COMPARTMENT BAFFLE X 342.00 G 48' RISER WITH COVER 12,000 X N EFFLUENT FILTER SUPPORT SYSTEM 345.25 X INLET RIM EL =SEE TABLE A 6' INLET PIPE EL =SEE TABLE A TYP. CONNECTION FROM J BLDG TO STEP TANK SEE DETAIL � A C27 TYP. TANK BEDDING SEE DETAIL 5 C26 H -20 LOADED TRAFFIC BEARING UD ----------------- SEE DETAILS ----------------- 56 C27 OUTLET RIM EL =SEE TABLE A 2/3 OF TOTAL LENGTH NOTES: 1. SEE CONTAINMENT SOLUTIONS DETAILS FOR SPECIFIC DIMENSIONS FOR EACH SIZE TANK. 2. FULL SIZE DEADMAN ANCHORS SHALL BE INSTALLED FOR ALL TANKS. SEE CONTAINMENT SOLUTIONS DETAILS FOR SPECIFIC DIMENSIONS FOR EACH SIZE TANK. 3. TYPICAL FLOAT SETTINGS PER THE CITY OF YELM ARE SHOWN ON DETAIL #4 ON SHEET C27. TABLE A SPECIFIC TANK INF❑RMATI ❑N TANK SIZE (GAL) DIAMETER (FT) INLET RIM OUTLET RIM INLET I.E. TANK BOTTOM A 6,000 8 349.15 349.10 344,20 338,00 BC 81000 8 347.01 346.85 341.85 336.00 D 6,000 8 346,72 346.50 341.00 335.50 E 10,000 10 34655 346.35 341.05 333.55 F 10,000 10 347,10 347,00 342.10 334,00 GH 10,000 30 346.30 346.20 340.80 333.20 IJ 12,000 10 347.55 347.45 342.00 334.45 COMM 11 12,000 1 10 350.75 350.72 345.25 337.70 Comm 2 I 12,000 10 350.59 350.59 345.25 337.50 TABLE B GENERAL TANK INF❑RMATI ❑N TANK B. C. •D' 'E' 'F' 'G' 6,000 GAL 4.60 4.98 5.10 5.48 5.60 8,000 GAL 4.60 4.98 5.10 5,48 5.60 10,000 GAL 14.'83 5,80 6.18 6.30 6.68 6.80 12,000 GAL 5.80 6.18 6.30 6.68 6.80 (BLDG IJ) 12,000 GAL 6.30 6.68 6.80 7.18 7,30 CCOMM162) TYPICAL S.T.E.P. TANK CONFIGURATION 7 NOT ro SCALE WWW,CONTADiMEN1SOWTI0NS.00M J N G TOP VIEW TYP. CONNECTION FROM STEP TANK TO FORCE MAIN SEE DETAIL C22 7 I1 HIGH WATER EL= =• LAG PUMP ON a= LAG PUMP OFF a ='E• I F.N PUMP ON Fl=9Y T GI LID FUl) F/dl IMP OFF Fl ="t' LOW EVE AIARM Fl= R• in �gw W �Qa 0 a� u Ln Z O Z OIL. is I z z I�R ti' SOUND ENGINEERING, INC, CIVIL ENGINEERS- LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-OD40 - FA%:(253) 5730142 W W W.mXTdengNc.wm wund@wundenginuom PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG,S LLC, 240 STADIUM WAY SOUTH TANK 80TTOM a =0.00 (BASELINE FOR TABLE BI TACOMR,WA 98402 SE TABLE A FOR SPECIFIC INFORMATION TEL: (253) 428 -0800 ..,253)428-8172 EMAIL: STEP SYSTEM NOTE STEP SEWER SYSTEM BEYOND INLET WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF YELM. CONTRACTOR SHALL COORDINATE WITH HD FOWLER COMPANY FOR ALL PUMP, TANK, AND OTHER SYSTEM COMPONENTS EXACT DETAILS AND SPECIFICATIONS PER CITY OF YELM REQUIREMENTS. TANK AND PUMP INFORMATION SHOWN IS SCHEMATIC AND IS PROVIDED TO ILLUSTRATE TANK SIZING AND ELEVATIONS. CONTRACTOR SHALL REFER TO SPECIFIC TANK AND PUMP DETAILS AND SPECIFICATIONS PROVIDED BY HD FOWLER COMPANY. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN: P. HELLER BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT 4: 07118 SHEEFNAME: S.T.E,P. SEWER NOTES AND DETAILS C2/ SHEET 27 OF 31 2NDS!18MIITk1 DFG 0 9 2008 N lJ TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET pt0 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET (SEE 5PECIFICA IIUNS FUR AUDI IIUNAL INYVHMA 11m). FROM POWER SOURCE NOTE: PANEL S1ZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING -PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM .ALARM LIGHT AND SILENCE BUTTON 1'C, 8 -#12 TO STEP TANK - SIMPLEX 1'2 "C, 13 -N12 TO STEP TANK - DUPLEX 1'2 "C, 17 -,12 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL APPROVE COMMENTS/ I DWG. NO. THICKNESS DATE 7 -6 PUBLIC WORKS DIRECTOR DATE COMPACTION REQMNTS. DES. CRUSHED 4' CRUSHED SURFACE ORD. DATE JY JEG COMPACT TO 95% TP 4/2007 TYPICAL PUMP CONTROL PANEL 1 xor ro SCALE VALVE BOX, RICH N0. 910 OR EQUAL W/ COVER MARKING TD READ "SEWER CONCRETE SLAB 2' x 2'— CENTERED ON VALVE w/ 4 -,y4'S EACH WAY TOP 6' PVC PIPE ASTM D -3034 (WHITE) PVC SEWER MAIN DO NOT COVER BOLTS W/ CONCRETE UNDISTURBED NOTE: 2' & S VALVES MAY 8E BELL x BELL AT THE CONTRACTORS OPTION VALVE NUT EXTENTIONS REQUIRED TO BRING NUT TO WITHIN 12' OF THE SURFACE, CLR. ONING WIRE, BRING TO NRFACE IN VALVE BOX )RILL 1/2" HOLE OR SLOT OR ORE CATE VALVE, MJ x MJ 2 - #4 BARS CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE 1 \ ._ DWG. NO. 'UBUC WORKS DIRECTOR DATE 7 -21 ocs. owN. cKO. DATE JY JEG I TP 4/2007 TYPICAL SEWER MAIN LINE GATE VALVE on NDT ro scALE cc CRE A PORTION OF THE NW QUARTER OF THE CITY OF' S.Tn E. P, SANITARY SEWER MAIN INSTALLATION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS ANW THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, II BRIDGE AND MUNICIPAL CONSTRUCTION (WSOOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE I 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 PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BIE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTI TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE 11ME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 W1TH FLEXIBLE GASKETED OR SOLVI[N 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 INSTALLEC WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND RED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE -0: OR APPROVED EQUAL THE TAI 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 REQUIRED 1 ACCORDANCE WITH THE ABOVE 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. RESTORATION SURFACE SEE RESTORATION TABLE SEE RESTORATION FINISH OR BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS STEEP AS POSSIBLE SEWER LINE PIPE BEDDING FOR FLEXIBLE PIPE PIPE O.D. RESTORATION TABLE 1 GARAGE CONTRACTOR TO SURFACE 3U a-- BACKFILL/ COMMENTS/ THICKNESS DATE WALL ACCOUNT FOR TYPE COMPACTION REQMNTS. OTHER REDUIREMENTS CRUSHED 4' CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT r NITH EXISTING A.C. PAVEMENT 3'" MIN. GRADE B A.C. SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL EXISTING PAV1NG OVER 4' CRUSHED o u Sm 3/4" LS CONDUITS) OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% GRADES AND CURBS HOLE STRAPS AS I SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE. AND GRADE. HYOROSEED/ PLANTINGS FINISH GRADE SHALL BNATIVE LAWN /LANDSCAPE OVER 4' MIN, TYPE A NATIVE BACKFILL C SMOOTH & CONSISTANT TOP SOIL COMPACT 85% WITH EXISTING GRADE fEXIING NATIVE BACKFILL MOUND BACKFLL UNIMPROVED SUFACE N/A COMPACT TO 85% 2' ABOVE EXISTING WALL -- TANK GRADE & SMOOTH CSBC - CRUSHED SURFACE BASE COURSE CSTC - CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORk, ROAD MIXED USE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 4, THURSTON COUNTY, WASHINGTON MER NOTES AND DETAILS TYPICAL PIPE TRENCH APP DAG. NO. A-o-. A 7 -3 PUBLIC WORKS DIRECTOR DATE JY JEG TP ( d; 4 TYPICAL PIPE TRENCH SANITARY SEWER MAIN INSTALLATION GENERAL NOTES CONT. 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 1RAFFlC 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 RENEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTAIICALLY 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 CONTRACTOR'S 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 SNATCH SHALL HAVE A LOCKING COVER MODEL # 5031 -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, EXFILTRATION TEST c)S.S, PRESSURE TEST II)SERVICE LINE PRESSURE TEST a) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. NATIVE OR BACKFILL A; DIRECTED B' ENGINEER, FLEXIBLE PIPE w V STANDARD SPECIFICATIONS) 994 TIONS) FIBERGLASS TANK BEDDING 'ROVED GARAGE CONTRACTOR TO DWG. NO 3U a-- 'ANEI 7 -16 3UC O WORKS DIRECTOR DATE WALL ACCOUNT FOR DIFFERENT TYPES DATE JY JEG Q OF SIONG TP 4/2007 5 FIBERGLASS TANK BEDDING NOT TO SCALE PER YELM 7 -16 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPI :ONTROL GARAGE CONTRACTOR TO 'ANEI SHIM, ETC. TO GARAGE WALL WALL ACCOUNT FOR DIFFERENT TYPES PUMP CONTROL PANEL Q OF SIONG m 3/4" PVC (CONTRACTOR TO r CONDUIT FORM BOTH CONDUITS c+ a AS SHOWN FOR BOTH Y o u Sm 3/4" LS CONDUITS) STAINLESS STEEL TWO HOLE STRAPS AS I ELECTRICAL REQUIRED TO SECURE q LINE FROM TO ELECTRICAL CONDUIT TO WALL UNDER HOUSE PANEL GR OUND )NDUIT STEP _ fEXIING WK JFOOTING /STEM TO STEP — WALL -- TANK __.. I TO STEP TANK "LOCATION OTHER THAN GARAGE WALL. OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PP__A R V DWG, NO. 7-5 JY JEG TP CONTROL PANEL INSTALLATION (�,�ON SIDE OF STRUCTURE �' I NOT TO SALE PVC PIPE WTH THREADED PLUG 6" PVC PIPE ASTM D - 3034 (WHITE) 2 "0 -90' BEND SCH 40 PYC PIPE FROM - VALVE W /SOLVENT WELD JOINTS. PIPE TD BE 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 WAS GATE VALVE SHALL BE SAME SIZE AS MAIN (MJxMJ) TONING WIRE -CONNECT TO MAINLINE USE EXPANSION FITTINGS AS RE011REO VALVE NUT EXTENTIONS REQUIRED 10 BRING MUT TO WITHIN 24' OF THE SURFACE TYPICAL END OF LINE CLEANOUT PROW.D DWG. NO. \M \ 7_20 BLIC WORKS DIRECTOR DATE DES -.. DWJ. CKD DATE JY JEG TP 4/2007 END OF LINE CLEAN OUT 6 NOT TO SCALE PER YELM 7 -20 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 9 as o � �o a ° o ° Z f u ti n 9- SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040'+ FAX:(253) 5730142 www.wun0enginawm. munC @wun4enginc.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: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 ET NAME: S.T.E.P. SEWER NOTES AND DETAILS C28 SHEET 28 OF 31 1NDSU8MITTAI DEC 0 81008 3 J 0 0 L0 I 00 0 N 06 0 U d 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF Y LM, THURSTON COUNTY, WASHINGTON 30' 10' CHANNEL ZATION NOTES AND DETAILS I- CENTER LINE & LANE LINE YELLOW — CENTER LINE, WHITE LANE LINE 10' 30' 10' 'Ili �T k NO —PASS LINE & TWO WAY LEFT TURN CENTER LINE YELLOW SEE CONTRACT FOR LENGTH vL 1 EDGE LINE & SOLID LANE LINE YELLOW OR WHITE - SEE NOTE 2 SEE CONTRACT FOR LENGTH DOUBLE CENTER LINE & DOUBLE LANE LINE 1. Dotted Extension Line shall be the some 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. 4" OR 12" - SEE NOTE 3 YELLOW - DBL. CTR. LINE, WHITE - DBL. LANE LINE LINE MARKING PATTERNS 1 NOT TO SCALE A PORTION OF WSDOT M- 20.10 -00 SEE CONTRACT FOR LENGTH OF STORAGE LANE p 100' 50' J WHITE EDGE LINE J STOPPING POINT FOR LEFT TURN LANE 0 Q 0 0 O J WIDE LANE LINE DOUBLE CENTER LINE (YELLOW) (NARROW PATTERN) 0 a' TWO -WAY LEFT -TURN CENTER LINE 10' TAPER F WHITE EDGE LINE DOUBLE CENTER LINE (YELLOW) (NARROW PATTERN) LEFT TURN CI 2 NOT TO SCALE A PORTION OF WSDOT STD PLAN TURN NO PASS LINE (WHEN REQUIRED) CENTER LINE TION SYMBOL & LYNNE I G_ 0 z M 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 z' o' a posted speed limit of 45 mph or higher. 1 ELLIPSE "A" ro ELLIPSE "B I X Q � � m a CENTER POINT'. � OF ELLIPSES w MARKING AREA 17.93 SQ.FT. a I GRID IS 4" SQUARE - 8" 1 / 2' - 4 1' - 4" - ELLIPSE "B" AXIS 3 SYMBOL MARKINGS NOT TO SCALE PER WSDOT M- 24.40 -D1 (SHEET 1 OF 2) 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimen- sions may vary to fit existing conditions. See Contract. L =42' Typical Lane Width. See Contract for specified lane widths. Type 2L Traffic Arrow MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 s E �B w � QE 0 z a C SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040, FU:(253) 573 -0142 www.mundenginc.com - Found@wundenginc.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 @SOUNDENGINC.COM DRAWN: VSISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PR03ECT #: 07118 ET NAME: CHANNELIZATION NOTES AND DETAILS C9 SHEET 29 OF 31 SUBMITTAL DEC 0 8 2008 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 z' o' a posted speed limit of 45 mph or higher. 1 ELLIPSE "A" ro ELLIPSE "B I X Q � � m a CENTER POINT'. � OF ELLIPSES w MARKING AREA 17.93 SQ.FT. a I GRID IS 4" SQUARE - 8" 1 / 2' - 4 1' - 4" - ELLIPSE "B" AXIS 3 SYMBOL MARKINGS NOT TO SCALE PER WSDOT M- 24.40 -D1 (SHEET 1 OF 2) 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimen- sions may vary to fit existing conditions. See Contract. L =42' Typical Lane Width. See Contract for specified lane widths. Type 2L Traffic Arrow MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 s E �B w � QE 0 z a C SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040, FU:(253) 573 -0142 www.mundenginc.com - Found@wundenginc.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 @SOUNDENGINC.COM DRAWN: VSISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PR03ECT #: 07118 ET NAME: CHANNELIZATION NOTES AND DETAILS C9 SHEET 29 OF 31 SUBMITTAL DEC 0 8 2008 - -- - -- CREEK ROAD FOUND 3" SURFACE BRASSIE ®Y �TT��,, T ®��,t11C S • +� F GONG, MONUMENT A GPS2 STORM CATCH BASIN N D 1��/� NORTHWEST CORNER SEC. 29 / \ / RIM = 347.96 12/5/06 .L ,,�e I.E. = 345,48, 8 "PVC (E) PORTION OF THE l�TORTT3WEST Q�IJ TER OF SECTION 29, TOWNSHIP 17 NORTH RANGE 2 EAST, W- Mg CITY OF .i. THURSTON COUNTY, WASHINGTON. GRAPHIC SCALE PARCEL 'B' \ STORM CATCH BASIN \ (RAISED LID) 1 �� so o ss w 0 THE BONNEVILLE POWER ADMINISTRATION RIM = 348.20 il� �� BsIA ,."�:�, J,;;; JJJ �J HAS AN EASEMENT WHICH AFFECTS I.E. = 347.19, TOP INLET \ PARCEL 'B' PER A.F.N. 558345 AND HAS (� pip ) BEEN SHOWN HEREON PER R.O.S. 3595810. 40 \ LE. = 345.96, 8 "PVC (S) Ili c 2 5._ ,\ y (976.86' PLAT) / 1 inch = 50 ft - 3.3' �- ✓ ^ CHAIN LINK FENCE _ a 8823'4A9" E . _ o 976.61 CALC. THE PACIFIC TELEPHONE AND TELEGRAPH 000' _ _ Y e " " 12 ii: COMPANY HAS AN EASEMENT WHICH _ (ATE( DANE - _ u`tt ttt`ttt` /° \' " \ BARBED PARE FENCE 11.L8' AFFECTS PARCEL 'B' PER A.F.N. 583742 ` � L L L I III \ ^a/ AND HAS BEEN SHOWN HEREON PER R.O.S. ( -` \ t- LLLLL�,L t L \ I \ `�9r\ �' \ V✓ 3595810. " 7 t�IIO18II m ON E THE CITY OF YELM HAS AN EASEMENT � } ��/ WHICH AFFECTS PARCEL 'B' PER A.F.N. n ✓so DEBRIS ®�L� \ "w \ I', I I I 3054303 AND HAS BEEN SHOWN HEREON. I 0599E '° OLD FOUNDATION '�rt�cc77 4� \\ I / \\ r \ \ , m �� QL &S OF DI_.C1LV1�lIS PUGET SOUND ENERGY HAS AN EASEMENT \5 FIOIP (�'� .ii 4. \ I m `1 • _ WHICH AFFECTS PARCEL AS PER A.F.N. , \o,yksYq° \jWC'Yd" \ / \ �O N 0 '5711° 0 IN T NORTHWEST 3710356 AND HAS NOT BEEN SHOWN \ / 1 ,� �o \� PUBLISHED MONUMENTS 788 AND GPS2. TON COUNTY 1 E FOR THE WEST LINE OF HE RTH HEREON. THIS EASEMENT IS 10.00 FEET IN ^ \ ELECTRIC FENCE / \ \ \ / ` Y� u� SOUTH ZONE D l \\ QUARTER OF SECTION 29 BETWEEN THUR WIDTH CENTERED OVER FACILITIES AS ,�_ , _ , , _ _- pH BARBED tWRE FENCE CONSTRUCTED. I tz• - �tiu.,.,.��}Lf=F [ L,.L / - - ' \ ' - " - COORDINATE SYSTEM kE��e;�FdttEt I 1 ��LOCATED WETLAND � WASHINGTON STATE PLANE C THE CITY OF YELM HAS AN EASEMENT :,4 - tttttt.�fE k tttt .L" / FLAG (TYP.) \ V SO E (NA 83/91) WHICH AFFECTS PARCEL 'B' PER A.F.N. cow PA0 \ METHODS �p7y� 3734506 FOR SEWER SERVCES. THIS ' ---- ` \ ` \` \ EASEMENT HAS NOT BEEN SHOWN AND IS 40' -j\ BARBED zIARE FENCE -� 1Y�lIIOl./Y7 [91 1,/ ��[1J1C1YlL'+L�1 \ CONSIDERED BLANKET IN NATURE, I Iji THE a of YELM HAS AN EASEMENT WATER \ SURVEY PERFORMED WTH A 3" TOTAL STATION, USING ARCEL 'B' PER A.F.N. i ° I - \o 1 TRAVERSE AND RADIAL SURVEY METHODS. SURVEY MEETS U, OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W F A� o CATCH BASIN lIIIGjM 353.06 350.71, 12"ADS (N; (ST'A� Li1VjR UE R0 -M - I � 5 O I �I °a W � E-' 4 � q a° O h N Z o ti �( � I MCKENNA IRRIGATED TRACTS MCKENNA IRRIGATED TRACTS STORM CATCH BAST CENTERIJNE PER W.S.D.O.T. MONUMENTATION MAP JIGE SR 510 PER B.L.A. 3464500 3" SURFACE BRASSIE a � TO BALD HILLS RD. VICINITY DATED FOUND IN CONC., MONUMENT N0. 786E WHICH AFFECTS P 4i 3734506 FOR FLOOBPLAIN MANAGEMENT. \ W.A.C. 332.130.090. THIS EASEMENT HAS NOT BEEN SHOWN I $ �\ \ „ AND IS CONSIDERED BLANKET IN NATURE I ` \,p "fir "- FOUND SECTION CORNER D4 WATER VALVE ¢ I \ \ FIRE HYDRANT n I I 4 v ,# 60OW9 FOUND QUARTER CORNER a o o � I �� °' J ° � FIRE DEPT. CONECT cil N ci ' I FOUND MONUMENT DO MAIL BOX �''N ELECTRIC FENCE SSuPBu�„ y © CABLE RISER STORM CULVERT (( O FOUND IRON PIPE -- 7_-- -.__ -� g ' WATER I.E. = 349.17, 12 "PVC (N) - _ GRAVEL DRIVE _ - �I CALCULATED MONUMENT r HOSE BIB STORM CULVERT- �� IF 6.T� tX LIGHT Ol GAS VG m LE. = 349.32, 12 "PVC (S) \ � STORM CULVERT w e`L� Cp GAS VALVE STORM CATCH BASIN- I ' \ N\ coec. Pao CONTROL VALVE CLEANOUT L[)LL, Oy 1 P Q I \ \ IRRIGATION CON E ❑ STORM CATCHBASIN RIM = 350.83 & ° `(L ®`' - `�LeL` H \ ' \ \� -o- UTILITY POLE o SEWER LE. = 347.49, 12 "PVC (S) \ \ ) �q Y OOOCOOOF I.E. = 34888, INLET �� 40'- -i tLtt I '„ / STREET LIGHT SIGN s m / /IF 01 STORM CULVERT \ �- _ �/. F- GUY ANCHOR ® WATER METER LE. = 349.36, 12 "PVC (N I GONG. PAD I o / � j ,„ m JUNCTION BOX SS METER T ELEPHO NE RISER _ %- POWER VAULT BARBED WI RE FENCE C E STORM CULVERT 349. I.E. " COTTONWOOD TREE STOCKADE FENCE m 6 I v CHERRY TREE WATER ELECTRICAL EASEMENT -o- CHAINLINK FENCE PER A.F.N. 804930 E EVAnON DATUM ��W pp iii A 88 I � 0 1 N VD - - - -- II eAReEb _ ..� 40.2 \ . BARBED InRE PUBLISHED BENCHMARK # 784A �! P a .-L_ _ -- - 'T35� IL� , ,� „ _ , _ , _ _.._.. `- y 1112.25' PLAT) " _ FENCE 1 L -E THURSTON COUNTY P $ __1________ -_ STORM CATCH BASIN 40' _ , unuir E6NT PER A.F.N 302B3n \`�'2 Iz2' N 8 351` W -� - ✓so -- . - • 127 " -7 --- �- 73.1' RIM = 352.35 I P -- - STOVE FlELD FiWCE - - - FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK 387.21' FND 5/8" REBAR / CAP - ,&;� 5 TO It FEET MME N/862351" W 609.85 CALC. - S FIE D FENCE - 114.96 LE. = 350.45, 12 "ADS (W) 6 _ _ _ ` BARBED WIRE FENCE STREET. POINT FALLS IN CENTER OF SIDEWALK. (5 -82 -E/ 0.1' SOUTH OF LINE w/ OLD Bane WIRE FENCE (610.13' PER R.O.& 3595810) _ I s ro 1 FEkI VAD .� T FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. STORM CATCH BASIN p "RLS" LSy 27195 J,e I / - ww»RR HILL RD. RIM = 353.47 9/18/07 FIND 5/8" REBAR W/ I ( y44 w/ CID B NC FROM CENTER 5 BALD LE. = 350.04, 12 "PVC (N) I 1 .+ 0.1' SOUTH OF LINE I I I I I \ ✓,G > „�� ELEVATION = 359.66 X107[ S A, P� �J, �1�43J<3- �J =! R.SWLFT LS# 27195 � I� 1 �`y� // IRGAL A DIGITAL COPY OF THIS MAP IS �• JA I y ;L S� :iJJ 9/18/07 I I I ila �a B�a :� -i;3J iJJJJ� - BEING PROVIDED ALONG WITH THE I I I I // PARCEL 'A' SIGNED PAPER COPY. THE SIGNED PAnCEL ,A, PARCEL „�, '•/ I / / � LOT 4, BLOCK L OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN PAPER COPY IS THE ORIGINAL AND 20' 3 3 , 3sa I I VOLUME 9 OF PLATS, PAGE 43; CONTROLS IN THE EVENT OF I OLA 34 ' �� ®® "+�'•1 ( / DIFFERENCES. THE DIGITAL COPY HAS E I I / $ I BEEN PROVIDED MERELY FOR THE U I I �U I / I 1 w .� AR 'B' PARCEL FOR CONVENIENCE oE' THE CLIENT. r �� MaTFRML /.� / / LOT 5 IN BLOCK E 3; MCKENNA IRRIGATED TRACTS AS RECORDED T VOLUME COPYRIGHT PRIZM SURVEYING INC. 2 9 OF PLATS, PAGE 43; EXCEPTING THEREFROM THE WEST STATE FEET AND CONSTRUCTION NOVEMBER 2007 ; tl I D° ff ` \ / \ �- -'' STORM CATCH �ASIN EXCEPTING ALSO THE SOUTH 10 FEET FOR SECONDARY STATE HIGHWAY N0. THE BURIED UTILITIES SHOWN I STORM CATCH BASIN i , �( I / I / RIM - 348. ~ BY DEED RECORDED APRIL 1 955 UNDER AUDITORS FILE NO 85041501 N .HEREON (IF ANY) REFLECT „a I RIM = CATCH LD 5 H AND EXCEPTING ALSO THAT PORTION CONVEYED TO STATE OF WASHINGTD SURFACE EVIDENCE, SUPPLEMENTED A ° E. = 347.99, 10 "CQNC. (N) UMIMERIAL \ LE. = 346.8 12 "PL (N W4) THURSTON COUN ASHINGTON 5 1 49; SUR FOUND UTILITY LOCATION E. = 346. 9, 12 "PEAS. ((SE) MARKINGS. mE UNDERGROUND . 34813, 8 "GONG. (S) \ ®STUBS ti IN I UTILITY LOCATIONS SHOWN ` �' Yq - / I qy pyy n n JS1 tt HEREON ARE TO BE CONSIDERED _ _ \ _ _ _ / �' --'- DO APPROXIMATE ONLY. FOR THE -0 0 ✓ - - - -- U6LItt / / ^ / i I STORM CULVEY2T IS o rl'fl \C 1r V1�luP.147 [91�L Sill: lSlu:rs ,� 10 UTILITY EASEMENT D4 `"' �' ` -- SO - FINAL LOCATION OF E:xISnING coac WA - -- - �_- 350 � STUBS = 346.7 , 12 "ADS N PARCEL 'A' - 64303400400, 481,453± SQ. FT. 11.05± ACRES O ^+ h a UTILITIES IN AREAS CRITICAL TO _ - -- 10' STREET &SIDE LK EASTMENi _ - O N DESIGN. CONTACT THE - p�yI��p�7T[; ` / _ _ 4ji' I.E. /STORM CULVER PARCEL 'B' - 6430340�05At0�1 w &T6T430NOTES 3400502 266,621± SQ. FT. / 6.12± ACRES C I p O APPROPRIATE UTILITY COMPANY. B o 106TH VIE �10� S "�" - o �^---�v LE. = 346.72, FADS FASEN : I 1 PRIOR TO ANY CONS1nUCnON p�j _ 24' PUBLIC( ?) 171CNi -OF -WAY %°_ �- - _ PQ 4 ARE 3' S'-- I \ a CALL THE UNDERGROUND UTILITIES - - - -�" --SL- r = -SI -- - -- _ PARCEL A LOCATION CENTER AT �__- - - - - -- O -__0 - -�„ . g7 - - - - - -- - -m - __ ____,__ / 7`71A Ail _ 1- 800 - 424 -5555. ,j) F ____jsz _� - ON AFFECTING PARCEL A PER A.F.N. 804930 LL �l _L L -- - - - - -- --- - - - - ✓s ----- - - - - -- / st LLLL y� 1. v-1 \� i� PUGET SOUND POWER AND LIGHT COMPANY HAS AN EASEMENT FOR ELECTRICAL � �' °w wEnAND DEUNEATION WAS r - w� h° LLLL TRANSMISSION AND /OR HERE BUTT AFF O cS - -- > LLL LLLLLLLL / AND HAS BEEN SHOWN HEREON. PERFORMED BY MR. GREG JONES OF \ , Y L �p LLU_LLL CHEHALIS, WA 1 -360- 262 -9226 I RIM RM 354 25 BASIN L C.� ; LLL -LLL S.S. �� ., L. -LL-!- i PUGET SOUND POWER AND LIGHT COMPANY HAS EASEMENTS FOR ELECTRIC ✓" 0 O W Q THE HORIZONTAL LOCATION OF THA I I LE. = 351.89, 12 ADS (VV) J L 1LLLLLL 6250' PoenoN of LOT s corlvEYED BY I STORM CATCH BASIN 1 L .LLLI -LLL STORM CATCH BA /'' TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 3078377 U Q A.F.N. 850415OT WAS DETERMINE \ L - LLLLLLL RIM = 348.51 1 ; AND THEY HAVE BEEN SHOWN HEREON. LAL, FROM R.O.S. RECORDED UNDER RIM = 350,06 3 a cz / F L LLLLLLL I I.E. = 346.60; 2 "PLAS. (NW)/ LOT I LE. = 348.04, 8 "CQNC. (N) j \ [] L .LL_LLLL L A.F.N. 35s581D. `�.' I L - LLLLLLL i I.E. = 346. 12 "PEAS. (S)i 1. y� I �'�67 I.E. = 348.11. 7D "LP. (W) i� \ L - LLLLLLL THE TITLE REPORTS FOR THE 7-C to L LLLLLLL i �Q 4�4A� 250.00' O SUBJECT PARCELS WERE FOUND TO STORM CULVERT -LLLLL ti _ ,__/ ��, P'Y5 �I \ L LLLLLLL ° 5 BE MISSING PAGES AND SUPPORTING I.E. = 347.22 12 "ADS qo "y \ jl L LLLLLLL ,�,g 7 DOCUMENTS, A REQUEST HAS BEEN w \ I L�_L LLLLLL I / '\ "� Q 18 ® L�j _LLLLL! L i ��1 MADE FOR COMPLETE !> of �(� LLLLLLL i , 50 ,q rn DOCUMENTATION TO SHOW / NOTE _�� \ i M -LLL1 1 i BPS �.SV'�''sy� SVl�V.Cil ®AO l.�ltrlli'lVt'7E11y1vA 1AFFECTING ENCOMBERANCES. /C� \ p L LLLLLLL i L .I_I_LLLLLL h o• I HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A LEPHONE & TELEGRAPH STORM CATCH BASIN l___� R L - LLLLLLL F. BOUNDARY AND TOPOGRAPHIC SURVEY MADE BY ME OR UNDER RIM = 348.97 J5a j EASEMENT PER A..N. 583742 r LLLLLL � MY DIRECT SUPERVISION AND THAT TO THE BEST OF MY I.E. = 347.07. 12 "PLAS. (SE) � s, _ L _LLLLLL - - --- __ , GE REPRESENTS THE TOPOGRAPHIC FEATURES AS THEY L__ LLLLLL KNOWLED _. LE. = 346.96, 12 "PLAS. (SW) \ sJ N 1.41.24 g L.LLLLL.L_Lt_L % EXIST ON THE GROUND AS OF JULY 2008. LE. = 346.98, 12 "I.P. (NW) 9.40 - �� -ti / S 88'1836; E / - - 15' WATE�1dALN EASEMENT PER ..i1. 3094303 350 -/- -r-- - - -�- \ 346 2 6 Al . LET DATE OF S 2VEY 10 03/2007 CQNC WAIk 16.5 2g ui _ 5 -8823 =E - 39 . o a \ _ F WASh'iy DRAWN BY DD JW /RJW -Li CONC.- R DATE 1D 22 2007 \ / STORM RIM = LE. = CATCH BASIN lIIIGjM 353.06 350.71, 12"ADS (N; (ST'A� Li1VjR UE R0 -M S. LINE, LOT 5, BLOCK 34, 1 �S. W. CORNER LOT 5 BLOCK 34, I.E. = 350.81, 12 "ADS (W; � (_ �( � I MCKENNA IRRIGATED TRACTS MCKENNA IRRIGATED TRACTS STORM CATCH BAST CENTERIJNE PER W.S.D.O.T. MONUMENTATION MAP JIGE SR 510 PER B.L.A. 3464500 3" SURFACE BRASSIE RIM = 350.39 I.E. = 347.96, 12 "P S. ;NW)' TO BALD HILLS RD. VICINITY DATED FOUND IN CONC., MONUMENT N0. 786E 9/22/00 BY BILLY R. MUMMA P.LS. WEST QUARTER CORNER --- _ 12/5/06 ��- E.P. i -STORM CATCH BASIN STORM CATCH BASIN RIM = 349.14 RIM = 349.44 I E - 347.21, 12 "PLAS. (N) I.E. = 347.62 12 "PLAS. (N) I.E. = 347.27, 12 "PLAS. (S) )F -WAY CONVEYED TO T. PER A.F.N. 8504150149 i i' i SEC. 4 TIFF. 20 RNG.4 SHEET i OF g PROJECT N0. °103 DRAWTNG N0. MSMIR BEC o 12008 �� 11111111111111 BE — PREPARED TO ti 'r f TOP ROAD WORK AHEAD 190'+/- PEDESTRIANS INCLUDING TRAFFIC PERSONSWITH DISABILITIES NORM, 4L MUST BE ACCOMMODATED. PERM] 171 70 FLAGGER I ® WARNING TAPERSI SPOTTER 550 SIGNS 650 TANGENTS D 75 115 165 a 295 UNIFORMED ARROW BOARD 605 660 MEIII Z Uj OFFICER SUPPORT 125 180 1 245 BARRIOIOE W \ \\ VMS 5 e ® OIflNO 720 SPACE 1840 GA OR VEHICLE EJ{'is WORK 'fMA WIBEACON EHICLE 25 30 SETUP AND TAKEDOWN OF TEMPORARY TRAFFIC CONTROL ZONE SUPERVISED BY CERTIFIED TRAFFIC CONTROL SUPERVISOR (TICS) FLAGGERS USE 2 -WAY RADIOS LEAD FLAGGER AT CENTER STATION (ALGIERS RD) WIILL COORDINATE "ENTER /EXIT ALGIERS RD" ZZ CREEK ST SE NIGHT -TIME WORK ('r5 HR BEFORE SUNSET TO % HOUR AFTER SUNRISE) • SIGNS, PADDLES, DEVICES, AND PERSONAL • SAFETY GEAR SHALL BE RETRO- REFLECTIVE. • PERSONAL SAFETY GEAR MUST MEET CLASS 2 OR 3 REQUIREMENTS AS INDICATED BY THE ANSMISEA 107 -2004 LABEL. • FLAGGERS, TRUCKS, AND WORKERS SHALL BE ILLUMINATED BY FLOODLIGHTS THAT DO NOT CREATE GLARE FOR DRIVERS. ROAD WORK AHEAD BE PREPARED TO STOP O� �\� 7- MINIMUM TAPER Lane feet 20 LENGTH - L (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 70 105 1 500 550 600 650 700 rW�idth 75 115 165 225 295 495 550 605 660 715 770 12 80 125 180 1 245 320 540 1 600 1 660 720 780 1840 BUFFER / SIGHT DISTANCE SPEED m h 25 30 35 40 45 50 55 60 65 70 BUFFER (ft) 155 20 250 3051 3601 4251 4951 5701 6451 730 K' N SPACING - CHANNELIZING DEVICE SPACING (FT) MPH TAPER TANGENT RURAL HIGHWAYS 60-65 800 RURAL ROADS 45 -55 500 50/70 40 80 URBAN ARTERIALS 35-40 350 35145 30 60 RESIDENTIAL 25 -30 200 25130 20 40 RESIDENTIAL 20 -25 100 PVT 0 Q� le TEMPORARY TRAFFIC CONTROL PLAN Not Drawn to Scale This sketch not to be relied upon for exact location of utilities. CALL (800) 424 -5555 TWO BUSINESS DAYS BEFORE YOU DIG PERMIT YELM PROJECT CREEK STREET CHANNELIZATION LOCATION TRAFFIC CONTROL FLAGGER CONTROLLED - LOW SPEED "T" INTERSECTION WARNING SIGN SPACING ALL DIRECTIONS = 100 FT w MAY BE ADJUSTED TO FIT URBAN WORK SITE yG N m BE A PREPARED TO TOP NORTH EXIT" 780'+/- NO 'T `'"' OWNER /DEVELOPER CONTACT YELM CREEK BLDG. S LLC. 240 STADIUM WAY SOUTH TACOMA, WA 98402 TEL: 253 - 428 -0800 FAX: 253 - 428 -8172 CONTRACTOR CONTACT PROJECT ENGINEER: JEREMY HAUG EMAIL: JHAUG @SOUNDENGINC.COM Traffic Control Plan prepared by '•* K & D Services, Inc P.O. Box 12040 Everett, WA 98206 800.343.4049 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FA%:(253) 5730142 www, ounderginc.com- 5ondiPsoundenginamm DAT64 NOV 08 PACIEOF 1 Drawn by: J. Petermann - WA TCS Certificate No 002959 Ph: 253.691.7455 Jim. Petermann @TrafficControlFilans.com 2NDSUBMITIAL uEC u 82008 D s m ELEVATION DATUM R K ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE W QUARTER OF SECTION 29 TOWNSHIP 17 NORTH RANGE 2 EAST W.M. (NANAw 88- 3.42' = Ncw zs) ( IN I'>''�' L') 7 / / THURSTON COUNTY PUBLISHED BENCHMARK # 784A 113IOh = 30 Yc CITY OF ELM, THURSTON COUNTY/ WASHINGTON FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK CONC PT ILLUMINATION PLAN STREET. POINT FALLS IN CENTER OF SIDEWALK. (2Z S.W. I '-j 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' SW. FROM CENTER OF BATA HILL RD f 0 V _ ( 7I nA ELEVATION 359.66 IE TIG W W RD RD EET U RD RD D + W RD RD HT BLDG. RD_ _ RD -RD BLDG. �- o UGNTING+ FO)j Qf)IV ISLE AND D BLDG. BLDG. INC�H11 L ;M OP! m I B ILDINGE�� a H G q ( S E LIGHTING AEI( INA NOTE TH R ROPOSED S EET LIGHT �3 ; ' ' I ST 9 NEAR- -- - -•. '�' + .- � ;, # >�+ .� �2, � '^ '^ 5,ad .F� r ; -` �;' „^�'c.. � p D D: ',.. .. A I, °, is I +., ni >•,' s; Is , • ')` ` ,>,. „" a .,y RD.., -:.. •RD. STA. 5+88.46 31.50 RT :,._,. 3.5 .�::?'r. ;3�.. , (. ,. ,- t, ,..� y,c s� n ;•;t, =.) v ,� �. I" _ u I � .. r CS ° „e'. °,}"., .° ,.,+ � '�, t. �- x 1,. ,.,rc, ' ', �,,, , 37 i ir. trt 3, j , f I . q i + " ,;^".• � 4 ,. o ) I qq ,,,, ,. � . , Yt, a..,' , , • . � v_ . « L :T,, �, �, , ,, .,� .r. ;>< ,� �7! ;r I R T � T o ( I G � - z o LL.F s `i W V I t I r• �;, �� EXISTING z $ + a r W e. ...,, •..•„�� ... - •". ,v g.9 q RPBA a �IJGHT T 1; N COMMERCIAL Da GE 4.e • m m iB - INTERIOR DRI AISLE AND PARKING s � ' � � BUILDING 1 � 3 f1 I - � � • � Q _ " � LIGHTING t»LL OUNTED ON BLDG. I I %7 CARP)UMNXI S TING AND AND � TOR DRIVE AISLE A D A, @ GLDI G q I Q ILLUMINATION OTiTiEEEE, THIS SHEET I UGN NG WiLL BE MOUNjyEDOy I I (� TOR, GARAGES ANO CARpOR F f LIGHTING AND IL LUMINA`RON°t�OTE, I � °1i{I SHEET . I I BLDG, A z T I pp E p ( I ZO ST AND 'NE l2 � N I �1 A I! 1j N Il - -fl P STA. 4 +2712, 31�50'�RT SD " sD SD I f I! BLDG. ' D I I COMMERCIAL I I ( ( i � � ': .: BLDG '. •, BUILDING 2 - I BLDG. I f 11 • �$ D • HOI� z - ti � '" 3 : � I I wv vi .' I `! - ._ __ .. :a . . �_____- v .' IN TOR 17R - I�• ND IP II: 3 aNa. - _ ° r/� .1 LIGHTING WILL BE "I 'c�� I `-' Gr U -- T _ RPBA m�, BUILDING EXTERIO)t GA S AND.1.1 I I cn I I 4•- TT,,:,.. •-- ---� -- RPB ARPORTS. SE�❑ TI�1G`(�ID ��1 I mss Gl�¢' EXISTING STREET LIGHTS i „ . 3 f 43 /0 4; to I "a _ q t7 2. ,"-• -- ^ -.:�1V if I PROPOSED ,..' S ETU �n .:.:,,a _. < :.. tr �{ ' " ". •' to 5 PROP. ACCESS LIGHTING R 1 ¢ F?•.M ,., =x, f, �r', � 4 >' �Si? ,,;. �A $ � ,. ... .i.,,: � W W- �--- �- =�-.�W 4! A _ S Ell STA. 51 +59, 19.00' L � 3 ,t,° '.., ,. •r""°.��-� �< .� r ;� 3 5 T � £ F ^^ ^a �, ---= >-^ -SD SA SD � � I :_ � :.. ,• • �. �? ,, Q � ��'.;� +'�.., _'.:; &r ' ': A, is "" -^•*>j r'- �^ ---,`; , --- -,-:._ 6 , .. � � .. � • n SOUND ENGINEERIN G, INC CIVIL ENGINEERS N LAND PLANNERS I'2 • • +.:._ . .:. . ° n, . ' ^4 7 , a, a.Y�.i= ,v ,y t ' ;i p .�. .7. 1302 COMMERCE SF., SUITE 300 �I ti I r TACOMA, WA 98402 RPBA y,. PHONE: (B3) 573-0040 - FU:(753) 573-DI42 www.munden muom- ® • - '. ':. •, ., A wunE@fuuMengina.mm W W PR , , ACCESS ,yGNG iU{jE �' : " , P PlT4P; ACnCE,S$ LIGHTING FlXTU P I SD W, , STA. 52# }` S:. g. L , i +,;,„ !)C S uGHjiN FIXTUf;E � SI) gD #A4 T STA: 57+5239, 3d.Q0'`LT "� �M sA - :; ` . 54±G0�I,. >,.A snt34; 3. w.AOI LT -SD OFFICE PROJECT: I w I ;i I F FM- ?3 Sh-- ,--= t- -SD` . ,z; ., $A:: 'i F �S 55tPG r STi SD POOL �I F SA�-t --SD •- "-- =- - -SD-, ,SP 5 CREEK ROAD BLDG MIXED USE EXISTIN �, �- -- -. _- '- - - LENT. _, G uG�nN� tTl1 , SQL I CLIENT: STREET I I - tivo PROPOSED (1GHTING ROP. ACCESS LIGHTING FIXTURE 2 _ YELM CREEK BLDG.S LLC. LIGHT I �, JUNCTION BOX (TYP.) , B PROP. CCESSGH11NG FIXTURE p4 i _ _ 2405TAOlUMwnvsouTH o + It g� I STA, 52 +26.75, 15,50' FIT STA. 5 +75, 15 0 FIT I PROP. ACCESS LIGHTING FIXTURE 16 \ I Y PROP. ACCESS LIGHTING FlXTUREM _ _ TACOMA,WA98402 STA. 55 +31, 15.50' FIT I II STA. 57 +00, 15.50' FIT �T - ' EMLN.L253)428 -0800 FAX ;(253)428 -8172 STREET LIGHT CONSTRUCTION GENERAL NOTES STREET LIGHT CONSTRUCTION GENERAL NOTES CONT. STREET LIGHT CONSTRUCTION GENERAL NOTES CONT. STREET LIGHT CONSTRUCTION GENERAL NOTES CONT. LIGHTING AND ILLUMINATION NOTE Q 1. ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE NTH THE MOST CURRENT WASHINGTON 11. ELECTRICAL PERMITS AND INSPECTIONS ARE REQUIRED FOR ALL STREET LIGHTING INSTALLATIONS WITHIN THE TY. 15. EACH LUMINAIRE POLE SHALL HAVE AN IN -LINE, FUSED, WATER TIGHT ELECTRICAL 19. ANY MODIFICATION TO APPROVED LIGHTING PLANS SHALL BE REVIEWED AND 1. THIS PLAN IS CONCEPTUAL IN NATURE. THE CONTRACTOR SHALL PROJECT JEREMY INC.0 � STATE DEPARTMENT OF TRANSPORTATION /AMERICAN PUBLIC WORK ASSOCIATION STANDARD SPECIFICATIONS FOR THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SAID 4 - 30 07/19/00 PERMITS PRIOR TO ANY TYPE OF TUAL DISCONNECT LOCATED AT THE BASE OF THE POLE ACCESS TO THESE FUSED APPROVED BY THE CITY PRIOR TO INSTALLATION. ANY APPROVED MODIFICATIONS REFERENCE THE SITE ILLUMINATION PLANS WHICH ARE FORTHCOMING. E -MAIL: ]HAUG @SOUNDENGINC.COM 0o ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, NATIONAL ELECTRICAL CODE, AND T G OF DEVELOPMENT APPLY. WHEN CONSTRUCTION. THESE PERMITS ARE AVAILABLE THROUGH WASHINGTON STATE LABOR AND INDUSTRIES, (360) DISCONNECTS SHALL BE THROUGH THE HAND -HOLE ON THE POLE THE SHALL BE SHOWN ON A MYLAR ASBUILT SUPPLIED TO THE Gtt AFTER THE 2. THE FORTHCOMING ILLUMINATION PLANS SHALL MEET ALL NECESSARY UNLESS OTHERWISE SPECIFIED BELOW IN CASES O' CONFLICT THE MOST STRINGENT GUIDELINE SHALL APPLY. WHEN 902 -8350. ILLUMINATION STANDARDS AND REQUIREMENTS SET FORTH BY THE CITY THE MOST STRINGENT GUIDEUNE IS NOT CLEAR, THE CITY WALL MAKE THE DETERMINATION. THE ELECTRICAL HAND -HO.E SHALL MI FACING AWAY FROM ONCOMING TRAFFIC. LOAD SIDE OF LIGHTING RESPONSIBILITY INSTALLATION IS THE COMPLETED AND BEFORE FINAL ACCEPTANCE. IT SHALL % CONTRACTOR SHALL BE FAMILIAR WITH ALL ABOVE STATED PUBLICATIONS AND GUIDELINES AS THEY WALL BE STRICTLY 72 PRIOR TO INSTALLATION OF ANY MATERIALS S, ELECTRICAL CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE CO LINE FUSE TO STRAND CO HEAD SHALL BE SHALL AND POLED AT THE END 2 BE THE TS ARE SRNtt OF THE ELECTRICAL CONTRACTOR TO ENSURE THESE OF YELM AND THOSE NEEDED FOR CONSTRUCTION OF THE SYSTEMS. DRAWN: ]. HAUG CITY TWO COPIES OF MATERIAL CATALOG OUTS, SPECIFICATIONS, SHOP DRAWINGS AND/OR PARING DIAGRAMS. Y CONDUCTOR, 19 STRAND COPPER X10 AND SHALL 8E SUPPORTED AT THE END OF AS- GUILTS ARE PROVIDED TO THE CITY. 3. THIS PLAN SHOWS THE APPROXIMATE LOCATIONS OF STREET AND SITE BY rl ENFORCED BY THE CITY. MATERIALS PURCHASED OR LABOR PERFORMED PRIOR TO SUCH APPROVAL SHALL BE AT THE CONTRACTORS SK. THE LUMINAIRE ARM BY AN APPROVED MEANS FUSE SIZE, DISCONNECT °0 2. ALL SAFETY STANDARDS AND REQUIREMENTS LAB RFA AND I SHALL BE COMPLIED WITH AS SET FORTH BY THE STATE OF INSTALLATION AND GROUNDING IN POLE SHALL CONFORM TO WSDOT STANDARDS 4E.040 STAKING UGHTING FIXTURES ALONG CREEK ROAD AND THE MAIN SITE ACCESS j WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES, MOUNTING HEIGHTS, ARM LENGTH, POWER SOURCE, DIFICAO� TYPE AND BOLT PATTERNS SHALL FOLLOW SYSTEM CITY I6 CITY APPROVED PULL BOXES OR JUNCTIONS BOXES SHALL BE INSTALLED PER ALL SURVEYING AND STAKING SHALL BE PERFORMED BY AN ENGINEERING OR DRIVE. THE FORTHCOMING ILLUMINATION PLANS SHALL BE REFERENCED QR: 3. THE CONTRACTOR SHALL L RESPONSIBLE FOR ALL TRAFFIC CONTROL A ACCORDANCE WASH THE MANUAL L YELM DEVELOPMENT GUIDELINES SECTION 4E020. MODIFICATIONS OF ANY PORTION OF THE LIGHTING SYSTEM NOT WSDOT STANDARD PLAN J-IIA IN ALL STREET LIGHTING INSTALLATIONS. JUNCTION SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. THE ENGINEER OR FOR EXACT LOCATIONS AND SPECIFICATIONS. BY DATE BE ALLOWED RYCE DI PRIOR T SHALL BY THE DED BOXES MALL BE INCORPORATED INTO THE BACK EDGE OF SIDEWALK OR AS SURVEYOR DIRECTING SUCH WORK SHALL BE LICENSED BY THE STATE OF 4. ILLUMINATION FOR THE INTERIOR DRIVE AISLES AND PARKING AREAS U UNIFORM TRAFFIC CONTROL DEVICES. PRIOR TO DISRUPTION O' ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE 13. A RAZED SERVICE DISCONNECT SHALL BE PROVIDED FOR EVERY BRANCH dRW1T. LIGHT BRANCH CIRCUIT BR S W PREPARED AND SUBMITOED TO THE CITY FOR APPROVAL NO WORK SHALL COIAMENCE UNTIL ALL APPROVED TRAFFIC O CONTROL IS IN PEACE SHAD, BE 40 -AMP MINIMUM. THE LOCATION AND INSTALLATION OF THE DISCONNECT SHALL CONFORM TO THE DIRECTED BY CITY. A JUNCTION TRANSPORTATION 4 - 27 07/19/00 BOX SHALL WASHINGTON. WILL BE ACHIEVED VIA EXTERIOR LIGHTS MOUNTED ON BUILDINGS, 4. A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY AND ELECTRICAL INSPECTORS PRIOR TO THE START NATIONAL ELECTRIC CODE (NEC) AND CITY OF YELM STANDARDS. THE SERVICE DISCONNECT SHALL BE OF A IYPE BE LOCATED WITHIN 10 FEET OF EACH LUMINAIRE POLE AND AT EVERY ROAD CROSSING. NO CONDUIT SHALL BE INSTALLED IN THE ROADWAY EXCEPT AT THE MINIMUM STAKING OF LUMINAIRES SHALL BE AS FOLLOWS: GARAGES AND CARPORTS. SCALE 1 " =30' AL CONSTRUCTION. OR CI TO A 'OVER E UAL, WITH TWO UM TI G 'UNICORN' CPTHREE PO SERVICE, 120/240 VAC, CALTRANS E 3B 5. STATIONING AND OFFSETS SHOWN ARE FOR CENTER OF POLE AND 5. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE OR CITY APPROVED EQUAL, WITH TWO LIGHTING RELAYS, ONE THREE POSITION TEST SWITCH AUTO OFF ANU AND DESIGNATED ROAD CROSSINGS CONDUIT ENTERING THE JUNCTION BOX SHALL BE A. LOCATION AND ELEVATION TO THE CENTER OF EVERY POLE BASE DATE: 1215.08 ( / ) PERPENDICULAR TO THE SIDES OF THE BOX AND A MINIMUM OF 6 BUT NO MORE EL LOCATION AND ELEVATION OF EACH SERVICE DISCONNECT. FOUNDATION, AND SHOULD BE VERIFIED WITH FORTHCOMING 1 START O" CONSTRUCTION. ONE PHOTOCELL THE PHOTOCELL SHALL FACE NORTH UNLESS F 16 CASE DIRECTED LIGHTING THE CITY. ILLUMINATION PLANS, PROJECt #: 07]18.10 6. IT SHALL TI THE E AT ASBNTY OF THE CONTRACTOR TO HAVE p COPY OF AN APPROVED SET OF PLANS ON THE 14. SEANCE ECORANOU CONDUCTORS SHALL O A MINIMUM SIZE IO COPPER. ALL ET LOCA WERE SHALL BE THAN B AS BELOW THE LID. BOXES SHALL BE CLEARLY AND INDELIBLY 6. IT IS ASSUMED THAT THE STREET UGHTS ALONG CREEK ROAD AND E CONSTRUCTION SITE AT ALL TIMES STRANDED COPPER WITIi A MINIMUM S2E � /B WITH INSULATION SUITABLE FOR NET LOCATIONS. PHASING T WILL MARKED AS LIGHTING BOXES BY THE LEGEND 'LT.' OR 7JGIHRNG'. ALL J -BOXES 4E050 TESTING 7. ALL SURVEYING AND STAKING SHALL BE DONE BY A SURVEYING OR ENGINEERING FIRM UCENSED IN THE STATE OF NOT BE ALLOWED, ALL WRE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT WITH A MINIMUM DIAMETER SHALL BE SUPPORTED BY A MINIMUM 6 -INCH CRUSHED GRAVEL. PAD. A 3/8 INCH ALL ILLUMINATION SYSTEMS SHALL BE SUBJECT TO AN ELECTRICAL INSPECTION THE ONSITE ILLUMINATION WALL BE ON SEPARATE CIRCUITS. SHEET NAME: WASHINGTON. 1 -1/4 INCHES ALL CONDUIT SHALL BE INSTALLED IN THE 'UTILITY DITCH' OR AS OTHERWISE DIRECTED BY TH CITY. ,0M1NC�11SOIOUBO NT SHALL BE INSTALLED BETWEEN CONCRETE SIDEWALK AND WHICH SHALL INCLUDE MEGGER FIXTURE SHALL BE UNDER TESTING AND ACPFRIO�D TEST. OULAMP, �PHOTOCELL IF SEPARATE PARATE C RCU TS ARE REQUIRED. F YELM, PRIOR TO INSTALLATION, 8. TEMPORARY EROSION CONTROL/WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION A BUSHING OR BELL END SHALL BE USED AT THE END OF EVERY CONDUIT. ALL SPLICES SHALL BE IN THE N I�REST 17. ALL LIGHTING POLES SHALL BE AS SPECIFIED IN SECTION 4E.020 OF THE 7. EXACT JUNCTION BOX LOCATIONS AND CONDUIT RUNS CAN BE CONCEPTUAL 1 -07,15 OF THE WSDOT /APWA STANDARD SPECIFICATIONS AND THE DRAINAGE DESIGN AND EROSION CONTROL JUNCTION BOX. WERE NUTS WALL NOT BE ALLOWED. ALL SPICES WALL BE MADE WITH TYPE C COPPER FlTBNGS DEVELOPMENT GUIDELINES. L EXISTING DEVELOPED AREAS, E.0 CITY MAY REQUIRE EXACT AND MODIFIED IN THE FIELD O NEEDED. MANUAL FOR THURSTON REGION WASHINGTON. AT NO TIME WELL SILOS AND DEBRIS BE ALLOWED TO DRAIN INTO AN CENTERED AND ENCASED IN A 3 -M SCOTCICAST EPDXY KIT, RATED AT BOB VOLTS, TYPE 82 -A1, 82 -81 OR TY THE USE EN OTHER POPS TO ESTABLISH ELOPED A WITHIN THE DEVELOPED ILLUMINATION PLAN o EXISTING OR NEWLY INSTALLED FACILITY. APPROVED EQUAL IF MORE THAN ONE CIRCUIT PASSES THROUGH A JUNCTION BOX EACH IS TO HAVE A PCV AREA. AFTER THEE POLES AND BEFORE ACCEPTANCE UNIFORMITY BY THE E D ALL POLES N 9. IF CONSTRUCTION IS TO TAKE PUCE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY CLEARLY IDENTIFYING THE CIRCUIT. (WSDOT STANDARD SPECIFICATION 8- 20.3). A 500- VOLT MEGGFR TEST Wl BE SHALL BE FREE OF DENTS AND MARKS. SONOTUBE SHALL BE REMOVED TO BELOW CALL 48 HOURS AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS PERFORMED BY THE CITY ON EACH CIRCUIT BETWEEN CONDUCTOR AND GROUND PRIOR TO ACCEPTANCE OF 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. LIGHTING SYSTEM. THE INSULATION RESISTANCE SHALL NOT BE LESS THAN 6 MEGAOHMS TO GROUND 2,501 AND GROUND LEVEL. POLE BASES SHALL BE GROUTED AND ALL LUMINAIRE HEADS ILL UM - THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND OVER NOR LESS THAN 8 MEGAO HMS UNDER 2,500 FEET. A FUNCTIONAL TEST WLL BE PERFORMED BY THE d IN SHALL BE PLUMB AND LEVEL. BEFORE YOU DIG U M LOCATE UNE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL WHICH IT IS DEMONSTRATED THAT EACH AND EVERY PART OF THE SYSTEM FUNCTIONS AS SPECIFIED OR ]MIEN D 18. CEMENT CONCRETE BASES SHALL FOLLOW WSDOT STANDARD PLAN J -1B. CONDUIT 1 -800- 424 -5555 ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. HERBN. (WSDOT STANDARD SPECIFICATIONS 8- 20.3(11). SHALL EXTEND BETWEEN 3 AND 6 INCHES ABOVE THE CONCRETE BASE. SHEET 32 OF 32 1ST SUBWX JAN 7 2009