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20070404 Construction Plans 01142009Y 0 co a I tp 0 0 cu O v p GRAPHIC SCALE T 0 ao ,]U R40 IN Fm) 1 inch = 60 fL J CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECi'ION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON COVER SHEET --T- 7- i I I I Fla il 200' (NP. BLDG. BLDG. N G SHORELINE /// BUFFER LINE \\ �\ PROP. 20' A CESS ? If WgTENOFTO AN a \ -.- -- \ V - -- .�WEILAND BWNDA(R UNE BLDG. I � I l I i I �xN J I I 1 a I I - 5----- 5.. --_- -S lUVT11 AVE SE --- S- --�- -- - .- --.- /. FILL SPECIFICATIONS APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: CURRENT OWNER YELM CREEK BLDG$ LLC. 240 STADIUM WAY SOUTH TACOMA, WA 98402 (253) 428 -0800 SURVEYOR FIRM SURVEYING P.O. BOX 110700 TACOMA, WA 98411 (253) 4041 UTILITIES d = t SffE WATER: CITY OF YELM SEWER: CITY OF YELM POWER: PSE GAS: PSE J 'Mid PARCEL & ADDRESS ' 64303400400, 64303400501 AND 64303400502 10520 CREEK ST BE YELM, WA BASIS OF BEARING VICINITY MAP N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST NOT TO QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. I I WASHINGTON STATE PLANE COORDINATE SYSTEM LEGAL DESCRIPTION SOUTH ZONE ( NAD 83/91) LOT 4, BLOCK 34 OF MCKENNA IRRIGATED EXISTING LEGEND PROPOSED v TRACTS, AS PER PLAT RECORDED IN VOLUME v' I \ 9 OF PLATS, PAGE 43; FOUND SECTION CORNER U L54�lJjlj, : y y IN THURSTON COUNTY, WASHINGTON. 'Y7r BLDG. APPROX. 1 D - \ I, ►:"a FOUND QUARTER CORNER I YEAR FLOODPLAIN s0'(TYP) J, LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED FOUND MONUMENT LINE EDGE AS RECORDED IN VOLUME 9 OF EDGE OF WATER PLATS, PAGE 43; EXCEPTING THEREFROM THE ® FOUND IRON PIPE 8/20/07 - _ WEST 387.2 FEET AND EXCEPTING ALSO THE CALCULATED MONUMENT SOUTH 10 FEET FOR SECONDARY STATE HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT >' LIGHT PORTION CONVEYED TO STATE OF WASHINGTON - STORM CULVERT BY DEED RECORDED APRIL 15, 1985 UNDER Y I AUDITOR'S FILE NO. 8504150149; ® IRRIGATION CONTROL VALVE 1 (' 200' (TYP. - 1 UTILITY POLE IN THURSTON COUNTY, WASHINGTON. °n r WETLAN'�� STATISTICAL INFORMATION °- STREET GHT BUFFER LINE F- GUY ANCHOR ti iI I I ZONING COMMERCIAL ZONE (C -1) 0 TELEPHONE RISER a OFFICE SITE AREA (NET): 748,075 S.F. (17.17 ACRES) ,\ • . -. -. P�0 - I 1 DENSITY ALLOWED: 16 UNITS /ACRE (60X OF NET AREA ALLOWED AS RESIDENTIAL) COTTONWOOD TREE BLDG 1 DENSITY 1ROVIDED:15.9 UNITS PER ACRE (164 UNITS TOTAL) CHERRY TREE NUMBER OF STORIES RESIDENTIAL): 3 / BUILDING HEIGHT (RESIDENTIAL) 40 -FOOT MAX.: pQ WATER VALVE FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR SOILS REPORT NOTES WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. THE FOLLOWING SOILS REPORT NOTES FOR THE SITE TRENCH NOTE SHALL BE CONSIDERED PART OF THESE I CONSTRUCTION DOCUMENTS: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT SOIL INVESTIGATION PERFORMED REQUIREMENTS OF WSDOT SECTION 2- 091 IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE BY: GEORESOURCES, LLC. I 5007 PACIFIC HWY. E. STE. 201 REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. FIFE, WA 98424 UTILITY NOTE A"w- - ROAD CENTERLINE - REPORT: DASTED AUGUST 2007 LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT AND ALL SUBSEQUENT ADDENDUMS. TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING O� I TO ENSURE THAT ALL PROVISIONS OF THE SOILS VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING 1- 800- 424 -5555 AND THEN POT HOLING ALL REPORT FOR THE SITE BE OBSERVED AND COMPLIED OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. WITH DURING ALL PHASES OF THE SITE PREPARATION, THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSTRUCTION. CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING PATH CONSTRUCTION. SOUND ENGINEERING 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTIUTTES. WITH INFORMATION SHOWN ELSEWHERE ON THESE PARKING PROVIDED (COMMERICAL):1 STALL PER 244 SQ. FT. OF THE GFA (187 TOTAL DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, EASEMENT NOTE - NUMBER OF UNITS PROVIDED: 3 ENGINEER, A REPRESENTATIVE FOR THE SOILS A BLANKET EASEMENT WILL INCORPORATE ALL ACCESS TO UTILITIES OF SITE. EASEMENT WILL BE ENGINEER SHALL BE AVAILABLE TO OBSERVE AND RECORDED PRIOR TO FINALIZATION OF PROJECT. APPROVE THE 3. EARTHWORK OPERATIONS AND TO VERIFY FIELD INDEX CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER TOPOGRAPHIC NOTE SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE CABLE RISER BLDG. THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN ENGINEER, THE CONTRACTOR SHALL MAKE ALL PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY PRTZM SURFZYINC. (SEE SHEET PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED IS FOR TOPOGRAPHIC SURVEY SHEET) WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SO WITHIN CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT 4. SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO OBSERVATION OF THE FOLLOWING BY A SOILS THESE DRAWINGS AS A RESULT. ENGINEER; PLACEMENT OF STRUCTURAL FILL MATERIAL DIIENSHNNNG A HORIZONTAL CONTROL PLAN BENEATH BUILDINGS AND PAVEMENT. SUBGRADE ELEVATION DATUM FLOOD PLAIN NOTE A Ca 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED b GAS VALVE C4 TEMPORARY EROSION A SOMENTATiON CONTROL PLAN NOTES A DETAILS 1. 1HE HEARING EXAMINER HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS ❑ STORM DRAIN CATCH BASIN (CB) CS OVERALL GRADING AND DRAINAGE PLAN REQUEST. DEVELOPMENT ALL NEW DEVELOPMENT IN THE CITY OF YELM. STORM DRAIN MANHOLE (SDMH) EARTHWORK 2 THE APPLICANT HAS SHOWN THAT THE FEWEST FOR SITE PLAN RENEW APPROVAL AND A HOR NE CARSON BOX WT = 3,799 C6 i CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REWIRED LANDSCAPING: N FILL = 5,293 CY SANITARY SEWER MANHOLE (SSMC) BLDG BLD ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY A 1. STANDARDS ANO 1HIEREEQE SHOULD BE APPROVED QUB.ECT TO THE FOLLOWING CONDITIONS AND THEREFOR SUBJECT THE CONOMONS OF THE MITIGATED DETERMINATION OF NONSIGNIFICANCE ARE HEREBY REFERENCED AND O SANITARY SEWER CLEANOUT (SSCO) C ROAD, STORM, AND UTILITIES PLAN A PROFILE - ACCESS WAY A 2. CONSIDERED CONDITIONS OF THIS APPROVAL NO STRUCTURES SMALL BE CONSTRUCTED WITHIN THE 100 YEAR FLOODPLAIN AS SHOWN ON THE FERIA -a SIGN CO ROAD, STORY, AND UTLN7IES PLAN A PROFILE •ACCESS WAYS y E N�� MAPS A TH APPLICATy{MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS v ... .. ..; -.,,.. ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY C E3m,. C11 ROAD, STORY, AND UTLITIES PLAN A PROFILE - ACCESS WAY D IRAN' �� BY THE PRO ECT. ACTUAL COSTS SHALL BE DETERMINED AT BUILDING PERMIT - _ BARBED WIRE FENCE C12 1 1 4. STREET FRONTAGE IMPROVEMENTS SHALL BE REQUIRED ON CREEK ROAD HE AND SHALL BE CONSISTENT STOCKADE FENCE ACCESS WAY F 11 WITH THE QTY OF YELM S DEVELOPMENT GUIDELINES. ' C18 I II S THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN u- CHAINLINK FENCE - ' I I: EASEMENT BENEflTING THE QTY OF YELM FOR CREEK RESTORATION. ACCESS W4Y A ROAD, STORY, AND UTILITIES PLAN A PROFILE - ACCESS WAY F 8. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER BIDDER DESIGNED FENCE C18 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECi'ION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON COVER SHEET --T- 7- i I I I Fla il 200' (NP. BLDG. BLDG. N G SHORELINE /// BUFFER LINE \\ �\ PROP. 20' A CESS ? If WgTENOFTO AN a \ -.- -- \ V - -- .�WEILAND BWNDA(R UNE BLDG. I � I l I i I �xN J I I 1 a I I - 5----- 5.. --_- -S lUVT11 AVE SE --- S- --�- -- - .- --.- /. FILL SPECIFICATIONS APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: CURRENT OWNER YELM CREEK BLDG$ LLC. 240 STADIUM WAY SOUTH TACOMA, WA 98402 (253) 428 -0800 SURVEYOR FIRM SURVEYING P.O. BOX 110700 TACOMA, WA 98411 (253) 4041 UTILITIES d = t SffE WATER: CITY OF YELM SEWER: CITY OF YELM POWER: PSE GAS: PSE J 'Mid PARCEL & ADDRESS ' 64303400400, 64303400501 AND 64303400502 10520 CREEK ST BE YELM, WA BASIS OF BEARING VICINITY MAP N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST NOT TO QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. I I WASHINGTON STATE PLANE COORDINATE SYSTEM LEGAL DESCRIPTION SOUTH ZONE ( NAD 83/91) LOT 4, BLOCK 34 OF MCKENNA IRRIGATED EXISTING LEGEND PROPOSED v TRACTS, AS PER PLAT RECORDED IN VOLUME v' I \ 9 OF PLATS, PAGE 43; FOUND SECTION CORNER U L54�lJjlj, : y y IN THURSTON COUNTY, WASHINGTON. 'Y7r BLDG. APPROX. 1 D - \ I, ►:"a FOUND QUARTER CORNER I YEAR FLOODPLAIN s0'(TYP) J, LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED FOUND MONUMENT LINE EDGE AS RECORDED IN VOLUME 9 OF EDGE OF WATER PLATS, PAGE 43; EXCEPTING THEREFROM THE ® FOUND IRON PIPE 8/20/07 - _ WEST 387.2 FEET AND EXCEPTING ALSO THE CALCULATED MONUMENT SOUTH 10 FEET FOR SECONDARY STATE HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT >' LIGHT PORTION CONVEYED TO STATE OF WASHINGTON - STORM CULVERT BY DEED RECORDED APRIL 15, 1985 UNDER Y I AUDITOR'S FILE NO. 8504150149; ® IRRIGATION CONTROL VALVE 1 (' 200' (TYP. - 1 UTILITY POLE IN THURSTON COUNTY, WASHINGTON. °n r WETLAN'�� STATISTICAL INFORMATION °- STREET GHT BUFFER LINE F- GUY ANCHOR ti iI I I ZONING COMMERCIAL ZONE (C -1) 0 TELEPHONE RISER a OFFICE SITE AREA (NET): 748,075 S.F. (17.17 ACRES) ,\ • . -. -. P�0 - I 1 DENSITY ALLOWED: 16 UNITS /ACRE (60X OF NET AREA ALLOWED AS RESIDENTIAL) COTTONWOOD TREE BLDG 1 DENSITY 1ROVIDED:15.9 UNITS PER ACRE (164 UNITS TOTAL) CHERRY TREE NUMBER OF STORIES RESIDENTIAL): 3 / BUILDING HEIGHT (RESIDENTIAL) 40 -FOOT MAX.: pQ WATER VALVE FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR SOILS REPORT NOTES WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. THE FOLLOWING SOILS REPORT NOTES FOR THE SITE TRENCH NOTE SHALL BE CONSIDERED PART OF THESE ACCESS WAY NOTES AND DETAILS CONSTRUCTION DOCUMENTS: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT SOIL INVESTIGATION PERFORMED REQUIREMENTS OF WSDOT SECTION 2- 091 IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE BY: GEORESOURCES, LLC. RESPONSIBLE FOR WORKER SAFETY AND SO ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE 5007 PACIFIC HWY. E. STE. 201 REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. FIFE, WA 98424 UTILITY NOTE 129, - ROAD CENTERLINE - REPORT: DASTED AUGUST 2007 LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT AND ALL SUBSEQUENT ADDENDUMS. TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND TO ENSURE THAT ALL PROVISIONS OF THE SOILS VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING 1- 800- 424 -5555 AND THEN POT HOLING ALL REPORT FOR THE SITE BE OBSERVED AND COMPLIED OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. WITH DURING ALL PHASES OF THE SITE PREPARATION, THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSTRUCTION. CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING PATH CONSTRUCTION. SOUND ENGINEERING 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTIUTTES. WITH INFORMATION SHOWN ELSEWHERE ON THESE PARKING PROVIDED (COMMERICAL):1 STALL PER 244 SQ. FT. OF THE GFA (187 TOTAL DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, EASEMENT NOTE SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS NUMBER OF UNITS PROVIDED: 3 ENGINEER, A REPRESENTATIVE FOR THE SOILS A BLANKET EASEMENT WILL INCORPORATE ALL ACCESS TO UTILITIES OF SITE. EASEMENT WILL BE ENGINEER SHALL BE AVAILABLE TO OBSERVE AND RECORDED PRIOR TO FINALIZATION OF PROJECT. APPROVE THE 3. EARTHWORK OPERATIONS AND TO VERIFY FIELD INDEX CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER TOPOGRAPHIC NOTE SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE CABLE RISER WORK WAS PERFORMED TO THE SATISFACTION OF THE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN ENGINEER, THE CONTRACTOR SHALL MAKE ALL PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY PRTZM SURFZYINC. (SEE SHEET PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED IS FOR TOPOGRAPHIC SURVEY SHEET) WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SO WITHIN CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT 4. SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO OBSERVATION OF THE FOLLOWING BY A SOILS THESE DRAWINGS AS A RESULT. ENGINEER; PLACEMENT OF STRUCTURAL FILL MATERIAL DIIENSHNNNG A HORIZONTAL CONTROL PLAN BENEATH BUILDINGS AND PAVEMENT. SUBGRADE ELEVATION DATUM FLOOD PLAIN NOTE PREPARATION OF BUILDING. Ca 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO 1 88 (NAVD 88 - 3.42' = 1 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 THE 100 YEAR FLOOD ELEVATION WAS SOILS INSPECTIONS WITHIN BID PROPOSAL. APPROXIMATED PER THURSTON 6. THE CONTRACTOR SHALL HAVE INFILTRATION TESTING COUNTY AND FEMA MAPPING PERFORMED AT TIME OF SYSTEM EXCAVATION, BUT PRIOR TO BACKFIWNG TO ENSURE INFILTRATION RATE IS WITHIN DESIGN PARAMETERS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATLY FOR POSSIBLE DESIGN CHANGES. • I. �SD- -RD- FM SS -W a 11 f oa �w g o 0 a� z N. f r I 10 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 96402 PHONE: (753) 5730040. 111 573-0142 w,vmmildengil . soundiltmaden9inawm CREEK ROAD MIXED USE C20 - - - T - - - - CONNECTION CONTROL AS REQUIRED IN SECTION 246 -290 -490 WAG SHALL BE MET PRIOR TO ISSUANCE PARKING REWIRED (RESIDENTIAL): 2 STARS PER UNIT (328 STALLS) CLIENT: WATER FIRE HYDRANT (FH) ACCESS WAY NOTES AND DETAILS OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE OF WATT USAGE WILL BE REQUIRED AS - - PROPERTY LINE - - PARKING PROVIDED (RESIDENTIAL): 2.02 STALLS PER UNIT (331 TOTAL) C22 ACCESS WAY CROSS SECTIONS AND DETAILS PART OF THE CIVIL PLAN SUBMISSION. 10. THE PROPOSED SITE SHALL CONNECT TO THE CITY'S STEP SEWER SERVICE THE CONNECTION FEE WILL BE SHORELINE AREA NOTE YELM CREEK BLDG.S LLC. C28 STORY DRAINAGE NOTES AND DETAILS ETECTORC ASS - ROAD CENTERLINE - TAOMAADWUA 98402 C24 COMMERCIAL BUILDING AREAS: 45,540 TOTAL SQUARE FEET BETWEEN FIVE BUILDINGS APPLICABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH REGULATIONS EVIDENCE THAT ALL APPLICABLE CHECK VALVE DOUBLE DETECTOR CHECK vALVE ASSEMBLY LE TEL: (253)428 -8800 FAX: (253) 428.8172 SHORELINE JJRISTICTIONAL AREA: 67,618 S.F. (1.55 ACRES) PARKING REQUIRED (COMMERCIAL): AVERAGE OF 1 STALL PER 250 SQ.FT. OF THE GFA WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED WEIIAND BOUNDARY EMAIL: DENSITY ALLOWED: 2 UNITS /ACRE CHANNELIZAT10N NOTES AND DETAILS (182 STALLS) PROPOSED 45,540 SQUARE FEET OF RETAIL /COMMERCIAL DEVELOPMENT. APPROXIMATELY 183 PARKING FORCE LINE ELBOW TS1 NUMBER OF UNITS ALLOWED: 3 14. PARKING PROVIDED (COMMERICAL):1 STALL PER 244 SQ. FT. OF THE GFA (187 TOTAL -;f7 MAILBOX TEMPORARY TRAFFIC CONTROL PLAN NUMBER OF UNITS PROVIDED: 3 DEPOSTED PROPERTII THE HHHEN NTS MUST BE SOi@ED WITH AREAS CREEIINGG WWALL AND LANDSCAPING. DEPOSITED STALLS) SHEET INDEX CONCRETE © CABLE RISER MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED � APPROXIMATELY 55X OR 412,685 SQ. FT. (INCLUDES EXISTING m HOSE BIB Cl COYER SHEET DEVELOPMENT) IN HEIGHT. THE LOCATION AND ACCESS TO ALL REVISE ENCLOSURES SHALL BE APPROVED N WIRNG ASPHALT PAVING C2 DIIENSHNNNG A HORIZONTAL CONTROL PLAN HEARING EXAMINER CONDITIONS OF APPROVAL 1 / SOIL LOG Ca TEMPORARY ER0810N A SEDWENTATION CONTROL PLAN FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED b GAS VALVE C4 TEMPORARY EROSION A SOMENTATiON CONTROL PLAN NOTES A DETAILS 1. 1HE HEARING EXAMINER HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS ❑ STORM DRAIN CATCH BASIN (CB) CS OVERALL GRADING AND DRAINAGE PLAN REQUEST. DEVELOPMENT ALL NEW DEVELOPMENT IN THE CITY OF YELM. STORM DRAIN MANHOLE (SDMH) EARTHWORK 2 THE APPLICANT HAS SHOWN THAT THE FEWEST FOR SITE PLAN RENEW APPROVAL AND A HOR NE CARSON BOX WT = 3,799 C6 OVERALL GRANO AND DRAINAGE PLAN CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REWIRED LANDSCAPING: T A SUBSTANTIAL T PERMIT SATISFIES ALL SET FORTH IN THE YNC AND OTHER ADOPTED FILL = 5,293 CY SANITARY SEWER MANHOLE (SSMC) C7 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY A 1. STANDARDS ANO 1HIEREEQE SHOULD BE APPROVED QUB.ECT TO THE FOLLOWING CONDITIONS AND THEREFOR SUBJECT THE CONOMONS OF THE MITIGATED DETERMINATION OF NONSIGNIFICANCE ARE HEREBY REFERENCED AND O SANITARY SEWER CLEANOUT (SSCO) CS ROAD, STORM, AND UTILITIES PLAN A PROFILE - ACCESS WAY A 2. CONSIDERED CONDITIONS OF THIS APPROVAL NO STRUCTURES SMALL BE CONSTRUCTED WITHIN THE 100 YEAR FLOODPLAIN AS SHOWN ON THE FERIA -a SIGN CO ROAD, STORY, AND UTLN7IES PLAN A PROFILE •ACCESS WAYS y E N�� MAPS A TH APPLICATy{MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS ® WATER METER CIO ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY C GENERATED BY THIS PROJECT THE TRANSPORTATION FACILITY CHARGE (700 IS $1,276 PER NEW P.M. C11 ROAD, STORY, AND UTLITIES PLAN A PROFILE - ACCESS WAY D IRAN' �� BY THE PRO ECT. ACTUAL COSTS SHALL BE DETERMINED AT BUILDING PERMIT - _ BARBED WIRE FENCE C12 ROAD, STORY, AND UTILITIES PLAN A PROFILE •ACCESS WAY E 4. STREET FRONTAGE IMPROVEMENTS SHALL BE REQUIRED ON CREEK ROAD HE AND SHALL BE CONSISTENT STOCKADE FENCE WITH THE QTY OF YELM S DEVELOPMENT GUIDELINES. C18 ROAD, STORY, AND UTLITIES PLAN A PROFILE - ACCESS WAY E S THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN u- CHAINLINK FENCE EASEMENT BENEflTING THE QTY OF YELM FOR CREEK RESTORATION. C14 ROAD, STORY, AND UTILITIES PLAN A PROFILE - ACCESS WAY F 8. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER BIDDER DESIGNED FENCE C18 ROAD, STORY, AND UTLITIES PLAN A PROFILE - ACCESS WAY F OF UNITS Wi WELL FALL WITHIN EXCEED TWO DNEUNGS PER ACRETMIS AREA To ENSURE DENSITIES IN THIS ENVIRONMENT DO NOT STORM DRAM MAIN LINE C16 ROAD, STORY, AND UTLITIE8 PLAN A PROFILE • CREEK STREET 7. OF THE GROSS AREA OF A MULTI FAMILY DEVELOPMENT SHALL BE DEDICATED AS MINIMUM � SPACE STORM DRAIN ROOF LINE C17 CREEK STREET CHANNELIZATION PLAN B. THE APPUCANT WILL BE REQUIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY OF YELM TO ACCESS - - $- - SANITARY SEWER FORCE MAIN THE SHORRUNE AREA FOR ANY QTY OR STATE SPONSORED PROJECTS THAT MIGHT RESULT IN CREEK AND C16 WATER PLAN FLOOD PROTECTION ENHANCEMENT. ANY DISPUTES MAY BE RETURNED TO THE EXAMINER IN VATTING FOR SANITARY SEWER GRAVITY LINE CIO S.T.E.P. SEWER PLAN 9. THE PROPOSED SITE SHALL CONNECT TO THE CITY'S WATER SYSTEM. THE CONNECTION FEE AND METER - - W- - WATER MAIN LINE FEE WILL DE ESTABUSHED AT THE TIME OF BUILDING PERMIT ISSUANCE ALL CONDITIONS FOR CROSS • I. �SD- -RD- FM SS -W a 11 f oa �w g o 0 a� z N. f r I 10 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 96402 PHONE: (753) 5730040. 111 573-0142 w,vmmildengil . soundiltmaden9inawm CREEK ROAD MIXED USE C20 STORY DRAMA GE CONNECTION CONTROL AS REQUIRED IN SECTION 246 -290 -490 WAG SHALL BE MET PRIOR TO ISSUANCE - GAS LINE CLIENT: C21 ACCESS WAY NOTES AND DETAILS OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE OF WATT USAGE WILL BE REQUIRED AS - - PROPERTY LINE - - FLOODPLAIN LINE C22 ACCESS WAY CROSS SECTIONS AND DETAILS PART OF THE CIVIL PLAN SUBMISSION. 10. THE PROPOSED SITE SHALL CONNECT TO THE CITY'S STEP SEWER SERVICE THE CONNECTION FEE WILL BE - - - - - - EASEMENT LINE - - - - - - - - - - YELM CREEK BLDG.S LLC. C28 STORY DRAINAGE NOTES AND DETAILS 11. ANY EXISTING WELLS AND SITETISEWAGE DISPOSAL SYSTEMS SMALL BE ABANDONED PUURRSUANT TO - ROAD CENTERLINE - TAOMAADWUA 98402 C24 WATER QUALITY NOTES AND DETAILS APPLICABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH REGULATIONS EVIDENCE THAT ALL APPLICABLE PARKING SHALL PROVIDED IN ACCORDANCE VAIN THE CITY OF YELM DEVELOPMENT QUIDEIJNE STANDARDS TEL: (253)428 -8800 FAX: (253) 428.8172 WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED WEIIAND BOUNDARY EMAIL: C28 WATER SYSTEM NOTES AND DETAILS 12. PRIOR TO APPROVAL OF CIVIL ENGINEERING PUNS THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND INFILTRATION WETLAND BUFFER C28 WATER SYSTEM NOTES AND DETAILS OF STORNWAIER IN ACCORDANCE WITH THE 1992 DOE STROMWATER MANUAL, AS ADOPTED BY THE CITY FLOODPLAIN LINE C27 Si SEWER NOTES AND DETAILS DE YELM. BEST MANAGEMENT PRACTICES (BMP'S) ARE REQUIRED WRING CONSTRUCTION. A 10 -FOOT FOR STORMWATER FACILITIES SETBACK FROM ALL PROPERTY UNES AND EASEMENTS ARE REWIRED . . SHORELINE BUFFER C28 S.T.E.P. SEWER NOTES AND DETAILS 17. PARKING SHALL PROVIDED IN ACCORDANCE VAIN THE CITY OF YELM DEVELOPMENT QUIDEIJNE STANDARDS BASED ON THE PROPOSED 164 OUTS, APPROXIMATELY 32B PARKING STALLS ARE REWIRED. FOR THE CONTOUR LINE C29 CHANNELIZAT10N NOTES AND DETAILS PROPOSED 45,540 SQUARE FEET OF RETAIL /COMMERCIAL DEVELOPMENT. APPROXIMATELY 183 PARKING _ TS1 TOPOGRAPHIC SURVEY 14. SPAM WOULD BE REQUIRED. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED ON SITE AND ROCKERY TTCP TEMPORARY TRAFFIC CONTROL PLAN DEPOSTED PROPERTII THE HHHEN NTS MUST BE SOi@ED WITH AREAS CREEIINGG WWALL AND LANDSCAPING. DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE. SCREENING SHALL BE OF A CONCRETE MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE. SHALL DE AT LEAST AS HIGH AS THE REFUSE CONTAINER AND MUST B EAT LAST SIX -FEET IN HEIGHT. THE LOCATION AND ACCESS TO ALL REVISE ENCLOSURES SHALL BE APPROVED N WIRNG ASPHALT PAVING EARTHWORK QUANTITIES BY LE3MAY, INC. PRMR TO CIVIL PLAN APPROVAL 15. FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED BY THE CITY OF YBM, AND MAY INCLUDE FOGS FIRE HYDRAHTS. AND/OR FIRE LANES FIRE IMPACT FEE GRAVEL EARTHWORK QUANTITY CALCULATION IS TO FINISHED GROUND SURFACE AS SHOWN HERE BY CONTOURS: PURSUANT TD SECTION 15.40.020(BXB) YMC IS ESTABLISHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT ALL NEW DEVELOPMENT IN THE CITY OF YELM. HOSE BIB EARTHWORK 16. THE CIVIL ENGINEERING PANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CARSON BOX WT = 3,799 CY CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REWIRED LANDSCAPING: FILL = 5,293 CY c. ALL REWIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD OF GRASS NET FILL = 1.494 CY b. TYPE 11 LANDSCAPING IS REQUIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER OF THE SITE TYPE II LANDSCAPING IS NOT REQUIRED ON THE EAST PROPERTY LINE THE ACTUAL QUANTITIES OF CUT OR FILL MAY VARY BY THE FOLLOWING FACTORS. WHICH FALLS WREN THE SHORELINE JIRISOICTIW AREA THE SHORELINE JURISDICTION i- za -_ CA" e AREA IS TO REMAIN IN ITS NATURAL STATE c. TYPE III LANDSCAPING IS REWIRED ALONG STREET FRONTAGE OF CREEK ROAD HE CALL 48 HOURS 1. DEPTH OF VEGETATION WITHIN THE COVERED AREAS. d. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PARKING 2. SHRINK /SWELL FACTORS OF EXISTING SOILS. AREA 3. ACTUAL. VARIANCE IN TOPSOIL DEPTHS THROUGHOUT SITE. a TYPE V LANDSCAPING IS REWIRED FOR ABOVE GROUND STORMWATER FACIUTIES BEFORE YOU DIG 4. SUBBASE FILL METERIALS FOR PARKING AREA AND BUILDINGS W. A FINAL DETAILED LANDSCAPE PLAN IS REQUIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL 17. TO PROMOTE WATER CONSERVATION, ANY IRPoGATHIN SHALL BE IN THE FORM OF A DRIP SYSTEM. 1 -800- 424 -5555 QUANTITIES ARE FOR PERMIT PROCESS ONLY. CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J.HAUG BY QR: JFH 7.21.011 BY DATE SCALE: V =60' DATE: 7.30.08 PROJECT M: 07110.10 SHEET NAME: COVER SHEET C1 SHEET 1 OF 31 2NOSUBMITTAI DEC 0 8 2008 0 0 c c FOUND ., SURFACE BRASSIE CREEK ROAD MIXED USE IN MONUMENT N0. GPS2 GRAPHIC SCALE NORTHWEST CORNER SEC. 29 1215 106 A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. N 592133.310 r°�. E 1118379.793 CITY OF YELM, THURSTON COUNTY, WASHINGTON 1 inch = 90 ft DIMENSIONING & HORIZONTAL CONTROL PLAN APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: �I - -- - +40.00 _( _ _ _ _ _ _ _ _ _ _ (976.86' PLAT) .I 10 BSBL (TW.) S 8873'49' E 976.67' CALC. ROADWAY INTERSECTION �j� �-�• -, �I- T_._(_� I Il + STASTA 14+3 -._.. _.._. _ -.. -- T� "1-' -� -� m r fTTn r'r —r—�-T r,—� �—�� —�• —, ,�_t I I j� EXISTING 40' UTILITY EASEM�NT I I .. _ 8' (c)I V `• • -• 2 Sn / I Z311 so' BLDG. 1' PER A.F.N. 3078377 BLDG. 1 PROP 10 U11U - I 3SID 2 C '• I / 1 I I--- °z +.. c) - 2 EASEMENT PER IT'� I I I I I COMMERCIAL a OF YELM STAND I 5' - -- I / 1 CARPORT 'STA 27 +91.78, 62.97 LT ROAD D BUILDING #2 _ _ I I J,) I I _ 6 SIDEWALK• STA 44+76.51 ROAD F i I I I U _ _ — —— — 5 i _ � � _ - >-- I. I � - I G E , C C A c - I N 41 +00 42 +00 - - - STA 35 +39.48 (ROAD E) -ADA STALL AND PARKING SIGN SEE DETAILS (TYP)r9 10 C2 2 RB STOP SC g 2 E z d a SE I aai°° - - _ s'$+00 SOUND ENGINEERING, IN C. s ; 23 44seoi — — — 1 ROADWAY INTERSECTION 0.15 CIVIL ENGINEERS» LAND PLANNERS 20' 2Dt91.4 � 1102 COMMERCE ST., SUITE 300 15' ELECTRICAL EASEMEN U STA 40+ 31.50 ROAD T TACOMA, VIA 98402 PER A.F.N. 804930 < ax a 0 g � o w_ � 8 w £ 6 £ U w 0 E w — I T '— _ 7e 4+0 0 4� wwwsoEUnEen9 ncmm O mumOmunAeng nacom ROADWAY INTERSECTION I I WITH 'KNOX BOX' - _ STA 2 +41.18 CREEK ROADWAY .INTERSECTION _ STA 50 +50 (ROAD A) I STA 52 +74.96 ROAD A ` o .: PROJECT: ;i �, R- r- - _ UR9•�`.° q ROADWAY INTERSECTION MAILBOXES CREEK ROAD PRECAST CONC. MONU E�1T STA 20 +21.84 (ROAD 8 20 - 0' SEE DETAIL (TW.) II R- _ Mp-) ..; 9 ( ) _ „1.5.73 19.7 'S0�¢ry�'b10 STA 25 +915$ .ROAD D) 'I' �• OFFICE MIXED USE i 89 y1•. '. . _ -. - L .8.05 58876Y4'E x•58873 51 E 1 52 +00 ! 53 +00 : 4 •02' 53 • 37T21'��8 30 • STA 45 +39.48 (ROAD F) _ _ FUTURE CONNECTION' IN CTION' - • , l t o. za etso' —+- - +--- - _*� L =3s 5 o R STA 57 +$zes, 6x.79 Lr (ROAD P) > BLDG POOL 58873'51`E I IN i ROADWAY INTERSECTION 143.47 - I .._..__I_._ _: 58873'�1'E 55t00STA 55 +70.58' RQAp A ..;, 58700 Tan's18• •.�3gjo.00 57 5°' 57+ B. 5 CLIENT: N 152 48�W. TA 51. 31.50 ROAD JA ` 331.81 —"F' -' -• ` -+ ° 1 � �C I RO e °R °jo 00 I n' I YELM CREEK BLDG,S LLC. I i STA 10+50.25 R — — _ — — — _ 2905TADNM WAY SOUTH 1 609.85' CALC. N 887351 W `, 1112.25 PLAT . --- ",�j -- • TACOMA,WA 98402 1 •. 10' ELECTRICAL EASEMENT T Z8 7, 21' (610.13' PER R.O.S. 3595810) 2 — — _ _ _ 1112.03' CAL C. _ _ TEL: (253) 928.0800 FAX: (253) 428 -8172 I - PER A.F.N.3078377 C2 I = T� '25' N 8873'51' W — — — — _ _ _ EMAIL }' 10' BSBL I kt, I I II GATE W KNOX BOX' BOX LOCATION TO BE -- PROJECT ENGINEER: JEREMY HAUG COORDINATED W/ THE CITY 20C SHOREUNE BUFFER J1 E -MAIL: ]HAUG @SOUNDENGINCCOM OF YELM FIRE MARSHALL I ur i DRAWN: ] HAU6 1 a!' ` e J�J II P 1 i PROP 15' WATER I BY ' I la EASEMENT \ I :_ 1.� QR: JFH m n oa �1 '1 I' BY DATE ��:� -�_ SCALE: 1 " =30' DATE: 07.30.08 PROJECT 4: 07118.10 1 v SHEET NAME: _ N 589484.033 ELEVATION DATUM E 1118289.35$ AVD DIMENSIONING & — (NAVD 88 - 3.42' = NGVD 29) - -- - _- =�--{- - 1�- HOR, CONTROL PLAN FOUND Y SURFACE BRASSIE THURSTON COUNTY PUBLISHED BENCHMARK # 784A _S - - - - -S--- --I ---I- IN CONC., MONUMENT NO. 788 FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK CALL 48 HOURS WEST QUARTER CORNER STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 106TH AVE SW `� -J `. BEFORE YOU DIG C2 12/5/06 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. p �1 FROM CENTER OF BALD HILL RD _4- - - -- 1 -800 -424 -5G 555 G ELEVATION = 359.66 _ _ �� SHEET 2 OF 31 2ND SUBMITTAL DEC 0 8 200 GRAPHIC SCALE , CREEK ROAD MIXED USE IN A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M. I in h Itt. CITY OF YELM, THURSTON COUNTY, WASHINGTON LT L TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN 0 V H r c� E3 ELEVATION DATUM SEPTIC SEWER NOTE EROSION CONTROL LEGEND �Qo o� \ I AVD 88 ALL EXISTING SEPTIC TANKS AND DRAINFIEIDS SHALL BE LOCATED a SAS li 1� (NAVO 88 - 3.42' = NGVD 29) PRIOR TO COMMENCING OF (YEARING AND GRADING OPERATIONS. - X- X- FF SILT FABRIC FENCE, SEE DETAIL C4 ~ / THURSTON COUNTY PUBLISHED BENCHMARK / 784A ALL EXISTING SYSTEMS SHALL BE DECOMMISSIONED AND REMOVED ^ FIVE CORNERS YELM AVF. BALD HILL ROAD a CREEK STREET. PER CURRENT CITY P YELM. THURSTON COUNTY HEALTH (,`L POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ Y) FROM S.E. DEPARTMENT, AND DEPT. OF ECOLOGY STANDARDS AND GUIDELINES. ....... CLEARING AND GRADING LIMITS m \ CORNER P TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF N I \ BALD HILLLL RD. CATCH CATCH BASIN FILTER NOTE 200' SHORELJNE DEMOLISH AND REMOVE EXISTING STRUCTURES, I I I TEMPORARY SEDIMENT POND /� RE PAVEMENT /GRAVEL, ETC. CONTRACTOR TO DISPOSE OF ALL CATCH BASIN FILTERS ARE "0 BE INSTALLED ON PROPOSED CATCH // BUFFER BASINS AS THEY ARE CONS'RUCTED. THESE FILTERS SHALL BE BOTTOM EL = 338.73 DEMOLITION AND REMOVAL MATERIALS AT AN APPROVED CITY ` SPILLWAY EL = 344.73 OF YELM DUMP SITE. PRIOR DR SHALL ALSO OBTAIN ALL I REMOVED WHEN THE SITE IS STABID2ED. SEE DETAIL 3 BERM SDRAI AS NEEDED TO NECESSARY PERMITS PRIOR TO DEMOLITION AND REMOVAL BERM EL = 345.73 � DIVERT DRAINAGE AWAY FROM 4 SEE DETAIL e NORTHERN PARCEL -° °- CF CONSTRUCTION FENCE, SEE DETAIL C4 10' SETBACK FROM DESIGN SURFACE PROPERTY LINE TEMP e .49 _ 34y 3�r6 - "-- TEMPORARY INTERCEPTOR DITCH, SEE DETAIL ELEVATION TO PROPER � 2�1 MAX SLOPE � 6� WIDE \ � ID C L C4 ` - LLLLLLL LLLL LLL L L LLLLLI LL Lt �!C L,I �� ti LLLLLI ILL RE ( IOC 347 93 LLLLL LLL'LLL _ - _ - - - - _ - - SPILLWAY - -- ROCK CHECK D SEE DETAIL '�- -SD i _ LLLLLLLLLLu w I I , r o CD AM, IL C4 z ... �... � ... - '- 40� W I 15' ATI ,- SD ,P �.� ) � (1H!(()) \ II ', 4134 3444 L ✓ >� .yon" SW SAWCUT LINE MIN. 1.5 FROM EDGE OF EXST. PVMT. O L, R W I EDICT 1C�i(6J>II� S \\ \ I TEMPORARY HUM a Pam_ TSB � _. -� (MIN. L DRAINAGE DITCH z 0.5% SLOPE 344 Ir' RR RIP RAP PAD, SEE DETAIL 4 g 6 348 i 349 - 344 I \ O C4 1 PRESERVE AND ` If � I a - - - - - - - � i � FF 1 I PROTECT EXISTING I I' II I 1 �� FF FF POWER POLES I /I I I EXISTING WELL TO BE 347.58 A r '8 �' i I III ! I I ABANDONED ACCORDING o I II & q TO CURRENT CITY OF - _ LFL \ 346.09 I� I� YELM, THURSTON COUN I u LfLLLLLL � L L r _ 345.09 HEALTH DEPARTMENT, LLu I AND WASHINGTON STA a� LuLLLULi' - "{=y TEMPORARY D \ 1 DRAINAGE DITCH \ I I DOH STANDARDS. N I _ - LLLLLLLLL L 1 (� 1 348. 0.5% SLOPE aa� \ I ry 1 1 � I TEMPORARY DR E DITCH TEMP \ I I 1 1 1 \\ o ' DRAM GE DITCH 1 = ° r 3g I 0.5% SLOPE 1.0% LOPE \ ca \ r I CAUT ON! FF SW III I PROPOSE INFILTRATION A', \ I� I I I �///''' ONSDE POWER P LES AND 348.49 YSTEM V I A \ ° I I ONES TO BE R 0 ONCE EXCA AFED NO HEAVY 1 345.53 �I I AND /OR RELOCATED. WITHIN 7HI 2AL AND EXTREME r„ I II I 349.48 COORDINATE W1_' P. M /�/ $ A - 1 1 1 � SD � COMPACT E SUBGRADE AND ALL 1 �� aL�� /� \ � � I 100 YEAL� EXISTING EASEMNI I I I - - - - - - -- Ll 1 / / . / ) BOUNNDARYIIN 1 PER A.F.N. 30783 7 1 ( f I - - - _ RE HI CONTOURS SHOWN N 1•E: ARE GRAOE ED ELEVA DNS FINISH R S UCT DAMS ID DIRECT S1T)RMWA I I I� IP d -mot C[e- q S PO R POLES AND TER ,l L., I-�_� LL i `� 3 345.97 EXISTING WATER I I I1 I I 1 RE '-L._ DN TO BE REMOVED R N TO THE IEM. ORARY SEDIMENT METER TO BE 1rI LLL L.�� -LLL \ AND /OR RELOCATED. \, P NDS ADJUST INTERCEPTOR DITCHES ALS ABANDONED Ij I I 349.87 '' L � L C00 bINATE'W11H P.SE. \ ADI G PROCEEDS AND SIZE CONDITIONS - D4 Ka L`- DI TA . N o L 11-IL �1 Oy Ip I I `ILLLLLL - -__ -.I I INAGE DITCH CD 1 7G /d3 /DA 1 I ! I LLL LLLL. I A t III I INSTALLjj..7� 71ON �� 38.82 .5 %SLOPE ,) I I NIRAYJCF. LOCATION MA 1 348.12 \ 50' WEILARDf - -1 347.62 347.12 \ \ / Y PRESERVE AND I _ I BE ADJUSTED OTIRING - -" ` \ 1 \ BUFFER / SEI PROTECT EXISTIN - "� L" - CONSTRUCTION AS NEED J 3 \ v e 346.36 /� ` / POWER POLES 'I _ _ SEE DETAIL (TYP.) 1 A E-D 15' ELECTRICAL I I I � I � -- _ _ _ C / � � V i � 1 � � / SOUND ENGINEERING INC. EASEMENT - SI ca __ - ,�yv p� - I r CIVIL ENGINEERS LAND PLANNERS PER A.F.N. ' J��'1 \ �' 0 349 q ` 46\ /� / 50' WETLM\ITD I 1102 COMMERCE ST., SUITE 300 804930 BUFFER I ® I" I 3A8�8 34g 3?a`� ' \ I TACOMA, WA 98402 ' RE TIN I \ 7/ 3q \ _I \ I PHONE; (253)573 - 0040 +FAX:(253)573 -0143 p ( 1 /SD 1 .I ,' I. mmsomden9inc.com � sound@wun0en9inc.cum , \ SD r _ ._ _ \ SD SD�E -SD 100 YEAR SD- e - --cSD ' _� � SW I _° ° , , �S➢ SD -�` 200' SHORELINE '�'�� 1 PROJECT: _ J (FLOOD PLAIN ° 10' ELECTRICAL EASEMENT �� s C JI BOUNDARY \ CREEK ROAD a.F.N.3078377 PRESERVE AND _ �> 1 - MIXED USE PROTECT EXISTING PRESERVE AND J 'TA8 =50 \ o- I I I PRESERVE AND CAUTION! POWER POLE PROTECT EXISTING ' _ \ - _ - - _ - , CLIENT: I PROTECT OVERHEAD POWER IN . POWER POLE I 346 SEE NOTES ON C4 TOP BERM ELEV= 345.73 TACOMA,wA98402 o I'I YELM CREEK BLDG.S LLC. N I I 1 1 ( I I 1 1 240 STADIUM WAY SOUTH \ TEL: (253) 4280800 FAX: (253) 428-8172 �s I 1 I 1 ,� I I I ( I 1 /VA / Al 1, EMAIL: m I I I 1 I A /A% /A 1 \ VA v I I j P 15 EXS; ROW I I I I I 1 1 I I U °o: i h� � � I\ � � I I I 1 FF a CF 1 - : ° I - -� - --5�- 1 1 7 I - - - - -_ w„- - __- L :F - - -- 360 -� o rN W rN S - - S- 406TH-T--M -AVE -S cv -6� -- -W W - -W _ v S_ -- - -S- -- I� -- I W o I - - _�,---- - ----. -'V l'sr sz= _sz-. _ - -�G - --I-_ ❑ ❑ -� - - -t %7 - - J 41 ---- 0- - - - - -- - - -` - -- - -- - -- .- _____352 SPILLWAY CREST = 344.73 PROJECT ENGINEER: JEREMY HAUG /SPILLWAY ~ / \ \ / / DESIGNSURFACEM E-MAIL: : JHAUG @SOUNOENGINC.COM ELEV.= 344.73 FILTER FABRIC FENCE AiV//AVAA i�A/AAA\%/AA%/AA%/A AA� \ % /AA % /AA % /AA% /AA% /AA % /�j /AA jAAAAAA j DRAWN: JHAUG APPROX. 2/3 OF POND LENGTH ��\ ��AA/VA/VA/VA/VA /VA /VA /VA /VA /VA /VA /VA /VA /V /�A�\ BY �6' MIN CREST OF SPILLWAY / /A/ /A A SEE DETAIL 7, SHEET C4 SEE DETAIL 2, THIS SHEET JFH 071808 2' SETTLING ZONE SURFACE AREA ELEV. = 345.73 FILTER FABRIC FENCE BY DATE 4,828 SF @ ELEV. = 344.73 SEE DETAIL 7, SHEET C4 PRINCIPAL SPILLWAY ELEV. 343.73 - 2 NOT TO SCALE - SCALE: V =30' 3 - 3 / / / /� / /� / / \ / / / \ / / / \ /�� / \i / DATE: 07.30.08 �� /vv v vv vv vv vv vv vv vv v� vy �. PROJECT q: 0711 .1 SEDI ELEV. _341.73 MENT 8 0 /AA�AA STORAGE A�AAj�A�AA AA��A /� /� NOTES( SHEET NAME: BOTTOM 0338J 3D� \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ \ / /� /� EMBANKMENT COMPACTED 1 FROM NjHE POND WHEN IT WIDTH VARIES - SEE PLAN /, \ / \ \ \ \ / \ \ \ %�� // SUCH PAS GRAVEILA OR CLEAN REACHES 1' IN DEPTH. TESC PLAN // / SAND SHALL NOT BE USED. 2' EMMBANKMENTSTOR SL PESD THE E CALL 48 HOURS TEMPORARY SEDIMENT POND SHALL BE REPAIRED. �� 1 NOT TO SCALE BEFORE YOU DIG 1- 800 - 424 -5555 _.. SHEET 3 OF 31 2ND SUBMITTAL -EEC 0 8 2008 0 i r 0 0 rn U 0 0 i I E It n N I 0 0 0 U d STANDARD EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTA710N CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACIUTIES, UTILITIES, ETC.). 2. THE IMPLEMENTATIONS OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACIUTES IS THE RESPONSIBILITY OF THE APPUCANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATIONAANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING UNITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACIUTIES 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 APPUCABLE WATER STANDARDS. 5. THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESES ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENT AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACIUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO 11ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. HYDROSEEDING NOTE 1. HYDROSEEDING SHALL BE APPLIED TO SLOPES INDICATED OR AS NEEDED. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. 2. HYDROSEEDED AREAS SHALL BE MULCHED PER CITY OF YELM STANDARDS. 3. HYDROSEEDING TO BE THE FOLLOWING MIXTURE OR EQUIVALENT TO PROVIDE RAPID GROWTH: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE REDTOP (AGROSTIS ALBA) tOX 92% 90% ANNUAL RYE (LOLIUM MULTIRORUM) 40% 98% 90% CHEWING FESCUE 40% 97% 80% fFESTUCA RUBR COMMUTATA) JAMESTOWN BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVER (TRIFODUM REPENS) 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 APPLIED 'NTH SEED MIXTURE 6. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 7. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE VW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN NOTES & DETAILS ADAPTOR SKIRT GEOTEXTILE FABRIC (MIRAR 70OX OR APPROVED EQUAL) SEDIMENT ACCUMULATOR RETREVAL STRIP (TO BYPASS PEAK ROWS) SCHEMATIC OETALL PROVIDE CB INSERT 'STREAMGUARD FOR SEDIMENT' OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTIF, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909 -3677 3 CB PROTECTION NOT TO SCALE MAXIMUM (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) CONSTRUCTION ENTRANCE 1 NOT TO SCALE i� TEMPORARY DITCH AND SWALE NOTES: ROCK LINING NOTE: 1. SEEDING, MULCHING AND STRAW PLACEMENT WITHIN THE ROCK LINED SWALES SHALL HAVE SWALE SHALL BE APPLIED WITHIN 5 DAYS OF SWALE A MIN. 8" OF TYPE 1 RIP RAP CONSTRUCTION PER CITY OF YELM STANDARDS. 2. THE UPSLOPE SIDE OF THE SWALE SHALL PROVIDE STABILIZATION ACTION POSITIVE DRAINAGE TO THE 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 NTHIN 5 DAYS OF SWALE CONSTRUCTION 5 - 4% DEPENDENT ON RUNOFF VELOCITIES AND SWALE MATM7UA.LS. SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. � TEMPORARY GRADED SWALES ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6' MIN, EXISTING PROPOSE SECTION 4 TYPICAL OUTFALL RIP -RAP NOT TO SCALE al SLOPES CROSS SECTION ROCK CHECK DAMS FHALL BE INSTALLED PER SPACING RERUIREMEIJTS PER NOTE 1 OF CHECK DAM NOTES, L L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DA14 SPACING 24' MIN. 2' -4' ROCK B 70M CHECK DAM NOTES 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2- TO 4- INCH DIAMETER QUARRY SPALLS. THE QUARRY SPALLS MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 4, CHECK DAMS SHALL BE CHECKED FOR SE)IMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. 5 ROCK CHECK DAM DETAIL 2': ST (0 EXISTING GROUND ON PLANS )TE BELOW SILT FENCE NOTE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 0CONSTRUCTION FENCE DETAIL 6 NOT L TO SCALE 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPUCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 5 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 ONE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFlLLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WERE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11, DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MATERIAL MIRAR 100 x OR EQUAL U 2'x2 'X5' DOUG. - FIR AT 4" OC 2 "x2'X5' DOUG. FIR OR EQUAL FILTER FABRIC - MATERIAL - 2 "x2 "x14 GA WWF i �S✓ r� %��' � � i � r�� e COQ 5� ; � , 3/4 " -3" WASHED -� ROCK OR PEA .r... GRAVEL 2' EXCESS OVERLAP MIN SECTION 8" x 12" TRENCH 11 INSTALL DOWNSLOPE OF EXPOSED AREAS. SILT FENCE 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. '� NOT TO SCALE RIP RAP NOTE ALL RIP -RAP PADS/LININGS SHALL BE IN ACCORDANCE WITH SECTION 9 -13.1 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY WELL GRADED WITH THE ROCK GRADATION AS FOLLOWS TYPEi: MAX STONE SIZE: 8" TYPE 2: MAX STONE SIZE: 24' MED. STONE SIZE: 6' NED. STONE SIZE: 16" MIN. STONE SZE: 2" MIN. STONE SIZE: 4" 2'x2 "x14 GA WELDED WARE FABRIC OR EQUAL s z� G Aso w ,Y 5� 0 a � � o O w z a a a n F� ■ iold3 /oc) S E 1 -r SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 8" x 12" TRENCH 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.000 - FAY:(253) 523.0142 wm.soundengincwm - sound @soundengincwm CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PRO]ECT: 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; JHAUGOSOUNDENGINCCOM DRAWN: J HAUG BY QR: ]FH 0712.08 8Y DATE SCALE: I"=30' DATE: 07.30.08 PROJECT V: 07118.10 SHEET NAME: TESC PLAN NOTES & DETAILS C4 SHEET OF 31 2N0 SUBMIiTAI DEC 0 81088 GRAPHIC SCALE 30 0 16 30 AD 120 ( IN FEET ) I inch = 30 tL I 0 N O 0 0 0 N as 0 U N O CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON OVERALL GRADING AND DRAINAGE PLAN IJ SEE DETAIL ('IYP.) ( SEE DETAIL (TYP.)e � C2 CID u H W APPROVED FOR CONSTRUCTION BY: 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 & 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 NOTEILEGEND FF = FINISHED 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 TIN = TOP OF WALL BW = BOTTOM OF WALL TC = TOP OF CURB BC = BOTTOM OF CURB rni VARIES I I VARIES 3.0' 2.0' 3.0 GRADE SWALES PER PLAN MIN 0.5% SLOPE TYPICAL GRADED SWALE � NoT ro sca1E CONSTRUCTION SEQUENCE 1. STAKE AND /OR FLAG LIMITS OF CLEARING. 2. SCHEDULE AND ATTEND PRE - CONSTRUCTION MEETING WITH THE CITY OF YELM. AN EROSION CONTROL LEAD PERSON'S NAME AND PHONE NUMBER SHALL BE DESIGNATED AND PROVIDED TO THE CITY AT THIS MEETING. 3. INSTALL TREE PROTECTION AND WETLAND BUFFER FENCING AS SHOWN ON PLANS. 4. INSTALL SILTATION FENCE ACCORDING TO PLAN OR AS WEATHER DICTATES 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES, 6. MASS GRADE SIT AND INSTALL TEMPORARY INTERCEPTOR DITCHES AND SEDIMENT POND. DURING CONSTRUCTION, EXPOSED SOILS SHALL BE STABILIZED PER SHEET C4. ALL EROSION CONTROL MEASURES MUST BE IN PLACE AND FUNCTIONING AT ALL TIMES. 7. INSTALL ALL UTILITIES INCLUDING SEWER, WATER AND STORM DRAINAGE PER PLANS. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION BETWEEN ALL WATER AND SANITARY SEWER LINES AT ALL TIMES, AND A MINIMUM 5' HORIZONTAL SEPARATION BETWEEN ALL OTHER UTIUTIES. 8. INSTALL INFILTRATION SYSTEM PER PLANS. PRIOR TO COMPLETING AND COVERING INFILTRATION SYSTEM, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER TO INSPECT THE SYSTEM. CARE SHALL BE TAKEN TO NOT COMPACT SUBGRADE MATERIAL IN ARE OF INFILTRATION SYSTEM. DO NOT OPERATE HEAVY EQUIPMENT AND MACHINERY ON THE INFILTRATION SYSTEM BED. 9. CONSTRUCT SITE IMPROVEMENTS AND STRUCTURES PER PLANS. 10. ONCE SITE IS STABILIZED, CLEAN SEDIMENT FROM CATCH BASINS AND STORM CONVEYANCE SYSTEM. 11. REMOVE EROSION CONTROL FENCE AND OTHER MEASURES ONCE THE SITE IS STABILIZED AND THE CITY OF YELM INSPECTOR PROVIDES SUCH APPROVALS. 12. CALL FOR FINAL INSPECTION. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 z � £ U ad w i3 0 a � I� lJ 0 0 i o /v3 10-1 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040, FAX:(253) 5730142 www.soundenginc.com . sound ®soundenginc.mm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 4288172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN: KBEST BY QR: JH 7128108 BY DATE SCALE: 1 " =30' DATE: 7 /30/08 PROJECT k: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN C5 SHEET 5 OF 31 21110 SUBMITTAL 0 EC 0 8 2008 Y N N a I 0 S N 00 0 U W D GRAPHIC SCALE w a u 30 90 lm ( IN E'EET ) 1 inch = 90 tL L1') U w W 1' W. W �y F� SEE"DEGIL (TYP.) "•e,u�• � c2 ])RB RARP TYPE II CURB RAMP TYPE III SEE DETAIL (M.) 5 i SEE DETAIL (TYP.) 5 C2 L C21 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON OVERALL. GRADING AND DRAINAGE PLAN ELEVATION DATUM \ 1 � 1 I \ \ 1 I 1 \ RE \ 50' WETLAND \ \ BUFFER LINE \ BOUNDARY D B _ \ �WNDARY LINE , \ SURVEYED EDGE \ I� 1 OF WATER ONE \ PROPOSED SPOT RAIL FENCE I \ \ x,RUIIEO (MRB v NT TO CURB I \ J 2 I 1 I � � I IOIL 100YR FL00D ER THURSTON C0� I 7 \ i 7 50' WERAND . BUFFER UNE I I 1 ' I I I v - - -- — I I I I I 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: DEVELOPMENT REVIEW ENGINEER APPROVAL 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. B. PLAIN CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. C. REINFORCED CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. D. 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- 30.2.(1). E. POLYETHYLENE: PE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 CONSTRUCTED PER WSDOT /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 CENTERLINE 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. C23 C23 C23 5. ALL CATCH BASINS SHALL HAVE A GRATED LID PER DETAILe UNLESS 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 TIGHTLINED 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 LINES AND STORM DRIAN 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 LIMIT. 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. CALL 48 HOUJDIG BEFORE YOU 1- 800 - 424 -55 w s z F od U � Z � � � o 0 dL � z 0 z a M=- li n R 5EI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730090 - FAx:(253)573 -0142 w .soundengincxom - sound@mundenginc.com PROJECT: CREEK ROAD MIXED USE N11121FR 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: KBEST BY QR: IH 7128/08 BY DATE SCALE: 1 " =30' DATE: 7 /30/08 PROJECT b: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN C6 SHEET 6 OF 31 DEC 0 3 LJ _J 0 O o: a LO i 0 U I m n i rn 0 z tY 0 a0 0 J 0 0 0 N N U w 0 0 o! d / bi I E GO n R7 0 N Ea 0 0 GRAPHIC SCALE CREEK ROAD MIXED USE M g ,G w w w 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 (CM FEET) Y inch = 20 ft ACCESS WAY A PLAN & PROFILE JLJLJ d SITE MAP 1 I'= 200' STA 50 +55.39, 6.00" LT (ACCES PROP. CONNECTION TO EXISTING WATERMAIN, SEE DETAIL 1 - 10'x8' TAPPING TEE (FL) 1 - TAPPING SLEEVE 1 - GATE VALVE 'R-,Ml) 1 - THRUST BLOCK 4 SEE DETAIL (TYP.) 2 CONTRACTOR SHALL POTHOLE At EXACT VERTICAL AND HORIZONTI OF EXISTING WATER MAIN PRI ,R CONSTUCTION. IF LOCATIppyy IFf WHAT IS SHOWN ON PLAl7S COt PROJECT ENGINEER (MAgItLY POSSIBLE DESICN_CH CREEK STREET STA: 2 +41.18 = ACCESS WAY A STA: 50 +50 PROPOSED CONNECTION TO EXISTING 4' STEP MAIN SEE SHEET C19 Y41 10 "x8" TAPPING TEE & TAPPING SLEEVE % 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 = 352.431 SEE ALSO SHEET C15 PRO'. 2'0 CONN EXISTING 4'0 S1 STA. 50+4235± APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM AVD 8 (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 ACCESS WAY A PROFILE z z 0 w 2�J g o 0 a> I. a z z SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS M LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573- 0040 +FAX:(253) 573 -0141 mmmun0engincwm - wun0®wun0engimxom PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC, 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: J. HAUG BY OR: JH 7/28107 BY DATE SCALE: L'z20' DATE: 7130/07 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 o, a v w J O o! a I; 0 LEI fN I E 0 00 0 of I OD 0 0 N 0 0 GRAPHIC SCALE m o io m a eo ( IN FEET ) 1 inch = 20 ft 0 &"um W MW W W W W a I CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE N1N QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY A PLAN & PROFILE SEE SHEET C11 FOR ACCESS WAY D PLAN AND PROFILE 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 REWIRED BY THE CO. 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 OR 3 INCHES, WHICHEVER IS GREATER. C. TACK SHALL BE APPLIED TO THE EXISTING PAVEMENT AND EDGE OF CUT AND SHALL BE EMULSIFIED ASPHALT GRADE CSS -1 AS SPECIFIED IN SECTION 9- 021(6) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. TACK COAT SHALL BE APPLIED AS SPECIFIED IN SECTION 5 -04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. D. ASPHALT CONCRETE CLASS B SHALL BE PLACED ON THE PREPARED SURFACE IN ACCORDANCE WlH THE APPLICABLE REQUIREMENTS OF SECTION 5-04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS, EXCEPT THAT LONGIIUDINAL JOINTS BETWEEN SUCCESSIVE LAYERS OF ASPHALT CONCRETE SHALL BE DISPLACED LATERALLY A MINIMUM OF 12 INCHES UNLESS OTHERWISE APPROVED BY THE CITY. FINE AND COARSE AGGREGATE SHALL BE IN ACCORDANCE WITH SECTION 9 -03.8 OF THE WSDOT /APWA STANDARD SPEQFICAnONS. ASPHALT CONCRETE OVER 2 INCHES THICK SHALL BE PLACED IN EQUAL LIFTS NOT TO EXCEED 2 INCHES EACH. ALL STREET SURFACES, WALKS OR DRIVEWAYS WITHIN THE STREET TRENCHING AREAS AFFECTED BY THE TRENCHING SHALL BE FEATHERED AND SHIMMED TO AN EXTENT THAT PROVIDES A SMOOTH- RIDING CONNECTION AND EXPEDITIOUS DRAINAGE FLOW FOR THE NEWLY PAVED SURFACE SHIMMING AND FEATHERING AS REWIRED BY THE CITY SHALL BE ACCOMPLISHED BY RAKING OUT THE OVERSIZED AGGREGATES FROM THE CLASS B MIX AS APPROPRIATE SURFACE SMOOTHNESS SHALL BE PER SECRON 5- 04.3(13) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. THE PAVING SHALL BE CORRECTED BY REMOVAL AND REPAVING OF THE TRENCH ONLY. E. ALL JOINTS SHALL BE SEALED USING AR4000W. F. WHEN TRENCHING WITHIN THE ROADWAY SHOULDER(S), THE SHOULDER SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION. G. THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED WITHIN 30 DAYS AFTER FIRST OPENING THE TRENCH. THIS F: TIME FRAME MAY BE ADJUSTED IF DELAYS ARE WE TO INCLEMENT PAVING EY= WEATHER, OR OTHER ADVERSE CONDITIONS THAT MAY EXIST. HOWEVER, DELAYING OF FINAL PATCH OF OVERLAY WORK IS ALLOWABLE ONLY SUBJECT TO THE CITYS APPROVAL THE QTY MAY DEEM IT NECESSARY TO COMPLETE THE WORK WITHIN THE 30 DAYS TIME FRAME AND NOT ALLOW ANY TIME EXTENSION. IF THIS OCCURS, THE CONTRACTOR SHALL PERFORM THE NECESSARY WORK AS DIRECTED BY THE CITY. MATCHLINE CONTINUATION FROM THIS SHEET Imm"Fi I m� I RRI I 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - -- - - -- 350 I 3 I I I — I I MATCHLINE SEE CONTINUATION 2 ACCESS WAY A PLAN THIS SHEET APPROXIMATE NISHED GROUND SHOWN FOR REfEREN SEE GRADING PLAN SHEETS C5 & SIA. M+61.90. 10.72' LT RIM = 341.88 IE 01= 34195 2' IE OUT =342.9 12' _. APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE q n M5 M � 5 M 57 +00 ACCESS WAY A PROFILE APPROXIMATE GRADE ALONG ALIGNMENT CE RIM = 346.62 IE OUT= 342.59 12' I a I I � NOTE: CONTR CTOR SHALL DEFLECT WATER MAIN AND SANITARY FO CE MAIN AS NEEDED TO ENSURE MINIMUM VERTICAL SEP ATION OF 1.5' AT ALL TIMES. C TRACTOR ALL MA -A3.5 MINIMUM COVEfi OVER -_ lERva AND A 5.0' M NIMUM COVER OVER SANITARY FOR E MAIN CB D E 1 pJ� AT ALL TIMES STA: 55+ 13 STA 55 +76.821, 248.16'1 RT ACCESS WAY A) P_ RIM 347.91 SEE DETAIL IE IN -343.5 12' W 1 -GATE VALVE (fLzMJ) JE OUT =_343 5512' - _- _- _ zE" — - - -- — — —_ -- -- - -- - - -- — a 58 +00 EXACT VERTICAL AND HORIZONTAL LOCATION r +` OF EXISTING WATER MAIN PRIOR TO ANY I CONSTUCTION. IF LOCATION DIFFERS FROM I WHAT IS SHOWN ON PLANS CONTACT PROJECT 3 ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN 35 Y &U44 FT �S� p� TRENCH AND PATCH 106TH AVENUE IN 'nY , ACCORDANCE WITH THE- N.Oi ON THIS SHEET wv- - W RBI- P OPOSED 441 LF B' -- — --- -. -. -- --- WATER MAIN 45' BEND - -- - -- —� - -- ._ - -- STA. 55 +44.85, 10.00' LT STA. 55 +75.65, 2100' RT APPROXIMATE T.O.P. ELEV= .431 APPROXIMATE T.O.. ELEV= 342.521 APPROXIMATE FG= 34&021 APPROXIMATE FG= 48.331 cO O> n Oi Oj N M 00 M oii pj M Oci u� 54+00 55 +00 56 +00 APPROXIMATE NISHED GROUND SHOWN FOR REfEREN SEE GRADING PLAN SHEETS C5 & SIA. M+61.90. 10.72' LT RIM = 341.88 IE 01= 34195 2' IE OUT =342.9 12' _. APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE q n M5 M � 5 M 57 +00 ACCESS WAY A PROFILE APPROXIMATE GRADE ALONG ALIGNMENT CE RIM = 346.62 IE OUT= 342.59 12' E 0 o 0 SILL z f E 0 a 0 R z 0 /w JAW SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FPX:(253) 5730142 "w.wundenginc.wm - round @wundengincmm 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 &MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY OR: JH 7/28/08 BY DATE SCALE: I " =20' DATE: 7/30/08 PROJECT #: 07118.10 3 ._ -- -, -_: _ I k ._— � SHEET NAME: — J — aP�aox. iocanoN oPs�T — — —S — — 41 — ACCESS WAY A CALL 48 HOURS L Ya -SST 2'r sANDxRY HAVE LI j� - APPROL L -0canor4 of W� PLAN &PROFILE — A P— RES�)RE MAIN W W EXST 8'0 COAT R MAIN i\ �.... BEFORE YOU DIG _ I T I �� 1- 800 - 424 -5555 SHEET 8 OF 31 2ND SUBMITTAL DEC 0 8 201 I a I I � I TO CB�16lirnn x *t 340 STA 55 +76.821, 248.16'1 RT ACCESS WAY A) PROPCONNECTION TO EXISWATERMAIN, SEE DETAIL 00 1 - 10'x8' TAPPING TEE (FL) m 1 - TAPPING SLEEVE PROP. 15' WATERMAIN 1 -GATE VALVE (fLzMJ) AND ACCESS EASEMENT 1 - THRUST BLOCK - - - - - -- --- --- - CONTRACTOR SHALL POTHOLE AND VERIFY 58 +00 EXACT VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN PRIOR TO ANY I CONSTUCTION. IF LOCATION DIFFERS FROM I WHAT IS SHOWN ON PLANS CONTACT PROJECT 3 ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN �S� TRENCH AND PATCH 106TH AVENUE IN ACCORDANCE WITH THE- N.Oi ON THIS SHEET wv- - E 0 o 0 SILL z f E 0 a 0 R z 0 /w JAW SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FPX:(253) 5730142 "w.wundenginc.wm - round @wundengincmm 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 &MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY OR: JH 7/28/08 BY DATE SCALE: I " =20' DATE: 7/30/08 PROJECT #: 07118.10 3 ._ -- -, -_: _ I k ._— � SHEET NAME: — J — aP�aox. iocanoN oPs�T — — —S — — 41 — ACCESS WAY A CALL 48 HOURS L Ya -SST 2'r sANDxRY HAVE LI j� - APPROL L -0canor4 of W� PLAN &PROFILE — A P— RES�)RE MAIN W W EXST 8'0 COAT R MAIN i\ �.... BEFORE YOU DIG _ I T I �� 1- 800 - 424 -5555 SHEET 8 OF 31 2ND SUBMITTAL DEC 0 8 201 GRAPHIC SCALE 20 0 10 20 40 9g ( IN FEET ) 1 inch = 20 & 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 3recxa ACCESS WAY B PLAN & PROFILE rm -w ®_ X52 _ W W W ---- s---- -S - - -e s -t�.;F 2 +00 I _ r W l% PROP. CONNECT: N, TO (' EXISTING 4 S MAIN SEE SHEET Cl PROP. CONNECTION TO SEE SHEET C7 EXST HYDRANT--.>, v,i - - - -- ! < = vv W- - - - ----- S-0 3+00 4 +00 W W < CREEK STREET r- ,�� ELEVATION DATUM NAVD 88 (NAVD 88 - 3.47 = 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/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 40' EXST ROW SEE SHEET C15 FOR CREEK _ 5 +00 ROAD PLAN AN.LS0PROFILE PROd -ROW I —I — — I — APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1 - GATE VALVE (MJzMJ) 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 e �nnmn o \ a � u1SITE MAP 1' - 200' Go O 0 360 350 340 SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE I.. _•d 'I I I �[2 Mml MI6 ... ACCESS WAY B PLAN DOMESTIC WATER I CB X16,1 TYPE 1 W/ SOLID UD RIM = 350.00 IE IN= 345.50 12' IE OUT�345.50 12' Z7 —• OTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND ANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM ERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR HALL MAINTAIN A_ 3.5' MINIMUM COVER OVER WATER MAIN NO AID M NIMUAI COVER OVER SANITARY FdRR�E MAIN T ALL TIMES RIM -35015 RIM = 349.95 ALIGNMENT CENTERLINE --- - -- - -- JJEE IN=:45.5512' IE IN= 345.15 12' L a1T =345.15 12' OUTS =345.55 12' – - - - - - -- - - -I -- 10 +00 O APPROXIMATE LOCATION OF PROPOSED 8'0 WATER MAIN SEE SHEET C7 & C8 _ 1 2' GATE VALVE 1 3' INCREASER 1 Boc. SE SHEETS C7 & C8 M M APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE IFAPPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE 11 +00 PUMMADC BE 272± LF 2'0 PVC FM RIM = 349.95 IE IN= 346.66 12' IE OUT=346.66 1: IS .3a > � L ,i{'' T J RPBA SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROXIMATE F ISHEO GROUND 0 ACCESS WAY CB 112 TYPE 1 ALIGNMENT 910 FOR REFERENCE SEE GRADING STA: 14}38.09, 1 PUN SHEETS S: C6 RIM= 349.26 IE IN= 346.27 12' – – — — — – 107 LF 0 0.0095 FT /FT CB#3 TO CB#6� : LF 8'0 PVC 150, C900 -7 --1 STA 14+53.88. 24.50' LT 11 8x6 TEE (MJxFL) 1 -FIRE TEE ASSEMBLY,, v7 1j "'T SEE DETAIL (1'YP.) 2 1 - THRUST BLOCK 2 J /3 1 L `'- S :14+3 .89 $ R = 349.8 / U ' E I m PROPERTY ( :LINE �1 1 STA. 14+ 3.95 2933`,RT 1 - 8'z6 TEE (MJzFL 1- THRUT BLOCK t vrx W 1 I I o r , X77 , uls , £ M1 tf `iaxr � a - �' t i / 62 LP 0 0.004 FT /FT CB12 TO CBy3 I CB- - E..1 n✓ STA: 1 �1 RIM=34 .80 d^- M M MI IE IN =3 .02 12' 13 +00 IE OUT 346.02 12' w ACCESS WAY B PROFILE I v,i - - - -- ! < = vv W- - - - ----- S-0 3+00 4 +00 W W < CREEK STREET r- ,�� ELEVATION DATUM NAVD 88 (NAVD 88 - 3.47 = 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/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 40' EXST ROW SEE SHEET C15 FOR CREEK _ 5 +00 ROAD PLAN AN.LS0PROFILE PROd -ROW I —I — — I — APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1 - GATE VALVE (MJzMJ) 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 e �nnmn o \ a � u1SITE MAP 1' - 200' Go O 0 360 350 340 SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE I.. _•d 'I I I �[2 Mml MI6 ... ACCESS WAY B PLAN DOMESTIC WATER I CB X16,1 TYPE 1 W/ SOLID UD RIM = 350.00 IE IN= 345.50 12' IE OUT�345.50 12' Z7 —• OTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND ANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM ERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR HALL MAINTAIN A_ 3.5' MINIMUM COVER OVER WATER MAIN NO AID M NIMUAI COVER OVER SANITARY FdRR�E MAIN T ALL TIMES RIM -35015 RIM = 349.95 ALIGNMENT CENTERLINE --- - -- - -- JJEE IN=:45.5512' IE IN= 345.15 12' L a1T =345.15 12' OUTS =345.55 12' – - - - - - -- - - -I -- 10 +00 O APPROXIMATE LOCATION OF PROPOSED 8'0 WATER MAIN SEE SHEET C7 & C8 _ 1 2' GATE VALVE 1 3' INCREASER 1 Boc. SE SHEETS C7 & C8 M M APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE IFAPPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE 11 +00 PUMMADC BE 272± LF 2'0 PVC FM RIM = 349.95 IE IN= 346.66 12' IE OUT=346.66 1: IS .3a > � L ,i{'' T J RPBA SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROXIMATE F ISHEO GROUND 0 ACCESS WAY CB 112 TYPE 1 ALIGNMENT 910 FOR REFERENCE SEE GRADING STA: 14}38.09, 1 PUN SHEETS S: C6 RIM= 349.26 IE IN= 346.27 12' – – — — — – 107 LF 0 0.0095 FT /FT CB#3 TO CB#6� : LF 8'0 PVC 150, C900 -7 --1 STA 14+53.88. 24.50' LT 11 8x6 TEE (MJxFL) 1 -FIRE TEE ASSEMBLY,, v7 1j "'T SEE DETAIL (1'YP.) 2 1 - THRUST BLOCK 2 J /3 1 L `'- S :14+3 .89 $ R = 349.8 / U ' E I m PROPERTY ( :LINE �1 1 STA. 14+ 3.95 2933`,RT 1 - 8'z6 TEE (MJzFL 1- THRUT BLOCK t vrx W 1 I I o r , X77 , uls , £ M1 tf `iaxr � a - �' t i / 62 LP 0 0.004 FT /FT E E � � w o a w_ d 0 z I II fill /- /iilucj SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040. FAX:(253) 573.0142 Pi M-ndenginc.mm. mund®su..dengm mm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-08DO FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: ).HAUG BY QR: JH 7/28/08 BY DATE SCALE: 1 " =20' DATE: 7 /30/07 PROJECT A: 07118.10 SHEETNAME: ACCESS WAY B PLAN & PROFILE C9 SHEET 9 OF 31 2ND SUBMITTAL DEC 0 81008 CB12 TO CBy3 I CB- - E..1 N STA: 1 37.8 9 RIM=34 .80 d^- M M MI IE IN =3 .02 12' 13 +00 IE OUT 346.02 12' w ACCESS WAY B PROFILE I R,•.20'/�,•_5 I` SEE SHEET CIO IBEFORE U G E E � � w o a w_ d 0 z I II fill /- /iilucj SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040. FAX:(253) 573.0142 Pi M-ndenginc.mm. mund®su..dengm mm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-08DO FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: ).HAUG BY QR: JH 7/28/08 BY DATE SCALE: 1 " =20' DATE: 7 /30/07 PROJECT A: 07118.10 SHEETNAME: ACCESS WAY B PLAN & PROFILE C9 SHEET 9 OF 31 2ND SUBMITTAL DEC 0 81008 O �2 O n� m tp e0 m Ocy� N M M d^- M M MI 13 +00 14 +00 -_I ACCESS WAY B PROFILE R,•.20'/�,•_5 CALL 48 OURS IBEFORE U G 1- 800 - 5 E E � � w o a w_ d 0 z I II fill /- /iilucj SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040. FAX:(253) 573.0142 Pi M-ndenginc.mm. mund®su..dengm mm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-08DO FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: ).HAUG BY QR: JH 7/28/08 BY DATE SCALE: 1 " =20' DATE: 7 /30/07 PROJECT A: 07118.10 SHEETNAME: ACCESS WAY B PLAN & PROFILE C9 SHEET 9 OF 31 2ND SUBMITTAL DEC 0 81008 GRAPHIC SCALE xo o to m 4a m ( IN FEET ) 1 inch = 20 [t e u CkZY� 1 SITE MAP rn 3c v J 0 a! a I 0 d6 I 0 0 0 A 1 - 8' ELBOW (MJXMJ) 1 - THRUST BLOCKS CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY C PLAN & PROFILE SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE ma'a'''x PROPERTY LINE' ' 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: v Ai 9TA: 30 +05.42 (ACC SS WAY F) iTA. 20+97.44, 6.00'ILT (ACCESS WAY C) COMMERCIAL RIM 3 8 +22.44, 26.0 LT (ACCESS WAY C) 26* STA. 30+07.20, 16.3, STA. 23+38.44, 6.00 3 40+25.51, 6.00' ILT (ACCESS WAY F,) 8.0 PVC 1 - 8' 45 BEND (m, 8• TEE (R) BUILDING # 1 It OU 45.20212' CL ,5G, , - THRUST Ell 2 - 8' GATE VALVES[(FLxMJ) I C900 48 LF 12` T THRUST BLOCKS �' ° STA. 30+25.50 ILOW RT ACCESS WAY E .STA. 23+38.44, 6.0?' LT (ACCESS WAY ) IS 1-12 COMMERCIAL I, - 6• TEE (FL) BUILDING #L 12 - 8• GATE ND (F,S (FLXMJ) AD N� 2� 1 - 8' 45' BEND (FLxMJ) w 12 - THRUST BLOCKS (' • 1 •1 1 •1 •1 RD CB I STA: SEE OVERALL GRADING AND PLANS FOR ROOF DRAIN CC SYSTEM SHEETS 5, AND 6 ►ELM SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 360 E: CONTRACTOR SHALL DEFLECT WATER MAIN AND ITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM TICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR JILL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN L-A 5.O'- MINIMUMCQVE@ ¢1 R SANIIT Ry FORCF yAIt�L_ ALL TIMES. m SEE SHEET C12 & C13 FOR ACCESS WAY E PLAN AND PROFILE SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE I RP6A - —11 1STA. 24+25.1Q BUILDING NG J 1 - 8' 90' BEE THRUST BE SHEET II I I � I I �E 1 I SOLID LID I . 23 +91.07, 35.55' LT / = 351.50 N= 345.5012 % )UT= 45.50 �c0 WAY 340 STA. 20 +16, 6.00' RT 1 - 2' 90' BEND 1 - THRUST BLOCK SEE ALSO SHEET C7 20 +00 -TO CBy20 691 LF 2'0 PVC FM ELBOW STA. 52+68.96, ).00 LT ACCESS WAY A) STA. 20+28, '- +"CCESS- WAY -G)-- APPROXIMATE T.O.P. ELEV= 345.331 APPROXIMATE FG 348.861 SEE SHEET C7 STA. 20 +85.43 6.00' 1 -21ff ..___. 2..- 2• GATE VALVES 1 - THRUST BLOCK oo SEE ALSO SHEET C14 O Qj M M TO CB/40 PROPOSEq 310+ LF 8' WATER MAIN E w GATE VALVES 2651 LF 2'0 PVC FM TA. 20+97.44, 6.00' LT (ACCESS WAY C) AUTOMATIC AIR RELEASE VALVE S TO BE TEE AND 5' RENO w GATE VALVES Tk 40+25.51, 6.00' LT WAY -- -1NSTALLED- ALONG- STEP-MAIN- ERE -- - - - - -- -- - -SfiA. CCESS -WAY PROXIMATE T.O.P. ELEV'= 345.321 NEEDED PER DETAIL STA. 23+ .44, 6.00' LT (ACCESS WAY PROXIMATE FG= 348.821 3 APPROXIMATE EXISTING GRADE SHEETS C14 At C14 C27 ® ALIGNMENT CENTERLINE APPROXIMATE T.O.P. ELEV= 343.911 APPROXIMATE FG= 347.491 18' MIN VERTICAL APPROXIMATE FINISHED GRADE SEE SHEE S C12 & C13 SEPARATION 0 ALIGNMENT CENTERLINE - 41- WATER - CROSSING---- - -- _... .. - -- _- ._- --- - - -- ._.- - -- W I() Nom] OR p N 00 O] of 21 +00 22 +00 23 +00 ACCESS WAY C PROFILE 3 N1•- 2V1V1' =5' STA. 23 +50.44, 6.00' RT S 30 +07.20, 16.37' LT lA lil'L I APPROXIMATE FINISHED GROUND 0 ACCESS WAY to 0 II�L I PROXIMATE T.O.P. ELEV= 1 - THRUST BLOCK A PROXIMATE FG= 349.241 STA: Y C SHEET C9 —__ -- 20+91.44 ACCESS WAY C - -- - - - - -- __.ALIGNMENT -SH ALIGNMENT EFERENCESEE -GR - - -- WATER CROSSING STA: 40 +31.46 ACCESS WAYF M -------- CB 21 TYPE 1 PLAN SHEETS C5 & C6 RIM = 348.45 y STA: 20+22 ACCESS AY C RIM= 76 APPROXIMATE EXISTING GRADE ALONG IE IN= 344.79 1Y CB TYPE 1 ST STA: 52 +74.96 A WAY A IE IN 344.42 12• ALIGNMENT CENTERLINE IE OUT= 344,79 12' • 23 +44.44 ACCESS WAY C i RIM-_348.72 IE = 344.42 12• ST : 30 +31.50 ACCESS WAY E _ IEN344S8122'- ` - - - - - -- — - ---- -- - -_ - -- _ -- - -. -- _-_ -- _ .__._. RI -IE-N= = 347.42 344:42- I2' - _.. __ .... . - - -- - -- -- -.___. ----- -_. -- 350 S -- - - IE-OUT= 34#58 -t - -- _— -... _ — - -- _ _... - - -- .. - - - IE GUT- 344.4212 a � --- ------ -- -- - - - -_ -�- 340 STA. 20 +16, 6.00' RT 1 - 2' 90' BEND 1 - THRUST BLOCK SEE ALSO SHEET C7 20 +00 -TO CBy20 691 LF 2'0 PVC FM ELBOW STA. 52+68.96, ).00 LT ACCESS WAY A) STA. 20+28, '- +"CCESS- WAY -G)-- APPROXIMATE T.O.P. ELEV= 345.331 APPROXIMATE FG 348.861 SEE SHEET C7 STA. 20 +85.43 6.00' 1 -21ff ..___. 2..- 2• GATE VALVES 1 - THRUST BLOCK oo SEE ALSO SHEET C14 O Qj M M TO CB/40 PROPOSEq 310+ LF 8' WATER MAIN E w GATE VALVES 2651 LF 2'0 PVC FM TA. 20+97.44, 6.00' LT (ACCESS WAY C) AUTOMATIC AIR RELEASE VALVE S TO BE TEE AND 5' RENO w GATE VALVES Tk 40+25.51, 6.00' LT WAY -- -1NSTALLED- ALONG- STEP-MAIN- ERE -- - - - - -- -- - -SfiA. CCESS -WAY PROXIMATE T.O.P. ELEV'= 345.321 NEEDED PER DETAIL STA. 23+ .44, 6.00' LT (ACCESS WAY PROXIMATE FG= 348.821 3 APPROXIMATE EXISTING GRADE SHEETS C14 At C14 C27 ® ALIGNMENT CENTERLINE APPROXIMATE T.O.P. ELEV= 343.911 APPROXIMATE FG= 347.491 18' MIN VERTICAL APPROXIMATE FINISHED GRADE SEE SHEE S C12 & C13 SEPARATION 0 ALIGNMENT CENTERLINE - 41- WATER - CROSSING---- - -- _... .. - -- _- ._- --- - - -- ._.- - -- W I() Nom] OR p N 00 O] of 21 +00 22 +00 23 +00 ACCESS WAY C PROFILE 3 N1•- 2V1V1' =5' STA. 23 +50.44, 6.00' RT S 30 +07.20, 16.37' LT - t--�l' 90'BEND - - - -. _ - - - -5 . -23 +38:44, -6.00 LT(. 1 - 2' GATE VALVES A PROXIMATE T.O.P. ELEV= 1 - THRUST BLOCK A PROXIMATE FG= 349.241 SEE ALSO SHEET C12 S SHEET C9 — 18' MIN VERTICAL SEPARATION WATER CROSSING N N M cd P7 06 M 24 +00 WAY j ALL 48 HOURS FORE YOU DIG 800 - 424 -5555 0 F V F o d w 0 o. a 0 /o 100) SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040- FAx:(253) 573 -0142 www.wundengincmm - mund @wundenginccom PROJECT: I CREEK ROAD MIXED USE YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL (253) 428 -0800 FAX: (253) 4288172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: )HAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR' JH 7128108 BY DATE SCALE. 1" =20' DATE: 7 130/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY C PLAN & PROFILE CIO SHEET 10 OF 31 0 GRAPHIC SCALE ao 0 10 m 4a eo ( IN FEET ) 1 inch - 20 :L ELEVATION DATUM NAVD 88 (NAND 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK II 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 SITE MAP 0 SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE I I I I CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, WX CITY OF YELM, THURSTON COUNTY, WASHINGTON SEE SHEET C12 & C13 SEE SHEET CW & C15 ACCESS WAY D PLAN & PROFILE �---- FOR ACCESS WAY E FOR ACCESS WAY F PLAN AND PROFILE 'E'1OA�'''`� PLAN AND PROFILE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL 330 25 +00 VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR 2 ACCESS WAY D PLAN SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN AT ALL TIMES. RIM = 345.83 WAY IE IN =341.88 1Y APPROXIMATE EXISTING GRADEIALONG ALIGNMENT CENTERLINE - - - - -- I ------------ -L- - -- - - - - - - - STA. 28 3&78, 6.03' LT ( PRROXI ATE TO €LEIh- APPROXIMATE EXISTING GRADE APPROXI ATE FG= 345.52± SEE SH T C13 0 ALIGNMENT CENTERLINE FAPPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE 26 +00 27 +00 Q ACCESS WAY D PROFILE 35 +39.48 ACCESS WAY E 145.46 -. . - =342.39 12' T= 342.39 12' - - - -- - -- WAY E) jLPROPOSED 2'4 SANITARY FM WAY D) SEE SHEET C19 28 +00 -- 29 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w 0 F o � �o g o 0 a � I w F e 0 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 90402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.wundenginamm N round ®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: J, HAUG BY QR: IH 7/28108 BY DATE SCALE: 1 " =20' DATE: 7130108 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY D PLAN & PROFILE C11 SHEET 11 OF 31 2ND SUBMITTAL 0 E C 0 8 2008 STA: 57 +69.62, 20.00' LT ACCESS WAY A RIM= 146.62 CB 16. TYPE i 350 _ IE IN t34Z59 12' - -- - STA: 25 +91.79 ACCES!1 WAY D - -- APPROXIMATE FINISHED GROUND 0 T =342.59 12' + Si WAYF ALIGNMENTSHOWN FOR REFERENCE RIM= 5.46 PLAN SHEETS C5 & C6 IE IN 342.39 If IE OLT=34Z39 12' FROM CB#17 s ;. u7 } i IiAtSD SEE c . 340 N -- - - -._. -. ._-_ -_. __- __._ -- _. _. - -- PROPOSED 247fU"8 70± LF Y4 PVC FM WA END OF U 1E CLEAN OUT STA 25+85.78, 10.06 RT OW wl GATE VALVE RIM =345. 6± TA. 45+33.48, 6.00' LT (ACCESS WAY F) SEE SHE C19 INTERSECTION TA. 25+97.78, 6.00' LT (ACCESS WAY D) PROPOSED 2'0 SANITARY FM ROAD D & ROAD F SHEET C19 STA 25+91.78 PPROXIMATE FG= 345.52± STA 45 +39.48 EE SHEET C15 330 25 +00 VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR 2 ACCESS WAY D PLAN SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN AT ALL TIMES. RIM = 345.83 WAY IE IN =341.88 1Y APPROXIMATE EXISTING GRADEIALONG ALIGNMENT CENTERLINE - - - - -- I ------------ -L- - -- - - - - - - - STA. 28 3&78, 6.03' LT ( PRROXI ATE TO €LEIh- APPROXIMATE EXISTING GRADE APPROXI ATE FG= 345.52± SEE SH T C13 0 ALIGNMENT CENTERLINE FAPPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE 26 +00 27 +00 Q ACCESS WAY D PROFILE 35 +39.48 ACCESS WAY E 145.46 -. . - =342.39 12' T= 342.39 12' - - - -- - -- WAY E) jLPROPOSED 2'4 SANITARY FM WAY D) SEE SHEET C19 28 +00 -- 29 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w 0 F o � �o g o 0 a � I w F e 0 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 90402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.wundenginamm N round ®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: J, HAUG BY QR: IH 7/28108 BY DATE SCALE: 1 " =20' DATE: 7130108 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY D PLAN & PROFILE C11 SHEET 11 OF 31 2ND SUBMITTAL 0 E C 0 8 2008 GRAPHIC SCALE w o iu 20 40 e0 ( IN FEET ) 1 inch - 20 tL 1 SITE MAP 0 awi 0 U E4 W W�y W W Cq 350 340 330 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY E PLAN & PROFILE STA: 29 +95.95, 46.63' LT ACCESS WAY E RIM = 350.50 RIM = 350.50 E-iN= 345:00 -i-2• IE OUT=345.00 12' 107 LF 12' SD 0 0.0095 FT/FT CB93 TO CB/6 48 OF tY SO 0 0.01 FT/FT STA. 30 +25.50, 6.00' RT (ACCESS WAY STA. 23 +38.44, 6.00' LT (ACCESS WAY APPROXIMATE T.O.P. ELEV= 343.43± APPROXIMATE FG= 347.41± SEE SHEET CIO FOR ACCESS WAY C ACCESS WAY E PLAN PLAN AND PROFILE STA: 30+05.42 ='ACCESS WI ACCESS WAY E iA A TYPE 8.22 STA: 30+31; EIN= IE OUT=344.52 1Y ._ _ 1W= 347.42- IE IN= 344.42 IE OUT -344.A 25 LF 12' SD ' 0 0.004% FT/FT �. 18' MIN VERTICAL SEPARATION 0 Lo M 30 +00 - e 0u =Nu 1 - 2' GATE VALVES 1 - THRUST BLOCK SEE ALSO SHEET CIO is M 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 15' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN APPROXIMA FINISHED GROUND 0 ACCESS WAY RIM= 347.60 ALIGNMENT OWN FOR REFERENCE SEE GRADING I IE IN= 343.80 12' (ISTING GROUND 0 -'-� WAY E ALIGNMENT 508± LF 8' WATER L 2141 LF 2'W PVC FM AUTOMATI 18' AIR RELEASE VALVES TO BE ! INSTALLEI ALONG STEP MAIN WHERE 0 W NEEDED I R DETAIL /:\ APPROXIMATE T.O.P. ELEV= APPROXIMATE FG= 347.71± 31 +00 ACCESS WAY E PROFILE HI'- 20' /VP -S' CROSSING WW XESS WAY E W Mw Rd —_ -- APPROXIMATE EXISTING GRADE ® ALIGNMENT CENTERLINE IFAPPROMMATE FINISHED GR 0 ALIGNMENT CENTERLINE w� a E-I xw �x �w w -I w w U Ni"i mw L4 � w �E cn aw Q LiA� w o�E w .�. � wd c ^ La bm no M ka 32 +00 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 94 ATLA1[11]�111_1ti1IT NAVE) 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 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a F o d V p W c a 0 21 � i k�. N o Z O in z o. a I NI 0-1 SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040- FAX-.(253) 5730142 w .wundenginc.wm- sound®wundenginawm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S L-C. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: J. HANG BY OR: JH 7128108 BY DATE SCALE: C' =20' DATE: 7/30108 PROJECT #: 07118.10 SHEET NAME'. ACCESS WAY E PLAN & PROFILE C12 SHEET 12 OF 31 2ND SUBMITTAL DEC 0 8 2008 GRAPHIC SCALE ao o is an 40 � ( IN FEET ) 1 inch = 20 & N w� o--4 E-4 xw �x � � �w w cn CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY E PLAN & PROFILE iv, A Y ELEVATION DATUM NAW 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK i 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET, POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ T) 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 SITE MAP 1 - 200 rn 3 v w a 0 0 a I 0 I c a a od u a; wti Mid CiM I wt� aw a � � w KIM 5m9 - - -- -- - -- 6w STA kw 1- 6w l pu._... - -__. w 16-1 c rn kw � ww MiM I ACCESS WAY E PLAN Z r =20' 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 F APPROXIMATE ALIGNMENT Cl ------ - - --1- L- 18- MIN VERTICAL SEPARATION OF WATER AND SEWER 0 CROSSING (TYP.) GRADE ALONG - - - -- EI 343.181Y E 18 12* _ -_ - - -- PROPOSED 5081 LF 8- WA TE MAIN APPR XIMAIE FINISHED GROUND 0 ACCESS _...-- -- ALIGN FU'tT-SHOWN- FOR- REFMCESEE -GF PLAN SHEETS C5 & C6 5iA os+Da4tl, O.VU Hi AUTOMATIC AIR'RELEASE VALVES TO BE PPROXIMATE T.O.P. ELEV = 342531 INSTALLED _STEP MAIN WHERF AT'PROXIMAIE- FG�i6:07f -- NEEDED PER D AIL e 3 C27 �I 33 +00 34 +00 ACCESS WAY E PROFILE $ H1- =2T/VI " -5 _----- -L —__ - -_ PPROXIMATE T.O.P. APPROXIMATE FG=. SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE 'a' E IE IN =4239 12- 1E OUT 34239 12- 350 0 z E 0 w w 0 M- rz E cn a O 8 in 0 SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 NONE: (253) 5730040 - FAX:(253)573-0142 www.wundengint.mm, wun0wundengi om PROJECT: CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC 240 STADIUM WAY SOUTH __ _.._....- i ______ —_ TACOMA,WA98402 B #12_ - -_ -- -. TEL: (253) 428-0800 FAX: (253) 428-8172 —_ _ - -- -- ------ - - -- EMAIL: PROXIMATE EXISTING GRADE ALIGNMENT CENTERLINE - APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE 35 +00 340 RIM = 345.651 SEE SHEETS C19 ELBOW w/ GATE VALVE STk:-35 +- 33.48, 600`RT (ACCESS-WAY E) STA. 28 +38.78, 6.03 LT (ACCESS WAY ID) PPROXIMATE T.O.P. ELEV= 342.011 APPROXIMATE FG= 345.521 SEE SHEET Cll - — - 1 330 n � 36+00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.CC DRAWN: J HAUG BY OR: 3H 7128/08 BY DATE SCALE: 1 " =30' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE mull C13 SHEET 13 OF 31 GRAPHIC SCALE 20 0 10 20 40 eD ( IN FEET ) 1 inch = 20 ft. CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY F PLAN & PROFILE SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL 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 SITE MAP /� �,wA _ 1 7,17 �. L_. ,..0 .._ ....1 r- �a., ,. �. SEE SHEET C10 FOR ACCESS WAY C ACCESS WAY F PLAN PLAN AND PROFILE 360 350 STA. 40+25.51, 6.00' LT 1 APPROXIMATE T.O.P. ELEV= APPROXIMATE FG=348.85t SEE MEET CIO 0 d STA: 20 +91.A - - - - - -- RIM = 6 E 4 2 IE OUT=344. 18' MIN VERTICAL - SEPARADON OF WATER AND SEWER 0 CROSSING (TYP.) i ii ACCESS WAY C APPROXIMATE FINISHED AUGNMENT SHOWN FOR PLAN SHEETS C5 & 06 APPROXIMATE EXISTING' ALIGNMENT CENTERLINE 0 ACCESS WAY ICE SEE GRADING 139 LF If SD 0 0.004 FT/FT STA 40+49.53, 6.00' LT 2081 LF 2'0 PVC FM ROXIMATE-T.&F. -ELEV= 345.98 APPROXIMATE FG= 348.971 APPROXIMATE EXISTING GRADE STA. +37.50, 6.00' RT ® ALIGNMENT CENTERLINE 1 APPROXIMATE FINISHED GRADE 2 - ' GATE VALVES 1 - HRUST BLOCK 0 ALIGNMENT CENTERLNE SEE LSO SHEET C10 41 +00 of M RIM= 347.74 IE IN= 343.87 12' IE OUT=343.87 12' CONTRACTOR SHALL DEFLECT WATER MAIN AND RY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM AL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR AND A 5.0' MINIMUM COVER AT ALL TIMES. MAIN I — Z GNIC YMLYL - 18' MI VERTICAL TEE w/ GATE VALVE 1PARATI OF WATER AND FIRE HYDRANT TEE SEWER 0 ROSSING (TYP.) STA 42 +58.99, 6.0 ' LT STA. 43 +01.44, 6.01 ___ _._. APPROXIMATE T.O.P. n a�i n 42 +00 Q ACCESS WAY F PROFILE Y HI' =20'/V I' =5' IE IN= 343.31 12' — IE- OUr343.3r T2'— — — 11 43 +00 60 LF 12' SD —18' MIN VERTICAL SEPARATION OF WATER AND SEWER 0 CROSSING (TYP.) �E--4 o-4 kn �w w £ V f o a w S a 8 0 a � z a a m SEI! CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR: JH 7/28108 BY DATE SCALE: P' =20' DATE: 7130/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE No ' SHEET 14 OF 31 2ND SUBMI % DEC o A SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 95402 PHONE: (253) 5730040- FAX:(253)573 -0142 w .wundenginawm. wund®wundengin<.wm PROJECT: CREEK ROAD Z W MIXED USE W M WU � CLIENT: YELM CREEK BLDG.S U.C. W 240 STADIUM WAY SOUTH w TACOMA,WA 98902 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J HAUG BY QR: JH 7/28108 BY DATE SCALE: P' =20' DATE: 7130/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE No ' SHEET 14 OF 31 2ND SUBMI % DEC o A GRAPHIC SCALE ?0 0 10 w 0 N ( IN FEET ) 1 Inch = 20 ft a � � SITE MAP 1 1' = 20W u v J 0 O a i r, U ii 0 w 7 00 0 N as 0 n CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M, CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY F PLAN & PROFILE .-i wU a E-4 �W �W W � z xw �x 18' MIN VERTICAL — SEPARATION OF WATER AND SEWER 0 CROSSING (TYP.) SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE ) I". W ACCESS WAY F PLAN EXISTING GRAD ALONG ALIGNMENT C NTERHNE APPROXIMATE AI IGNMFNT SI - - - — - - — - - — - - - - PLAN SHEETS OF & C6 SEE SHEET C8 FOR ACCESS WAY D PLAN AND PROFILE GROUND 0 ACCESS WAY NOTE: CONTRACTOR MALL 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 ALL TIMES. IE IN= 239 12' E OUT 34239 12' 360 35D APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL ELEVATION DATUM NAW 88 (NAVD 88 - 3.42' = NGVD 29) 111URSTON 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 8 z E oa V Q CWC � sii-im z -11 z f z g 0 in z a 0 10)•L-2 %° 1 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98407 PHONE: (253) 5130040 - FAX:(253) 573-0142 www.wundenginc,com. mund@mWenginc.mm PROJECT: CLIENT: CREEK ROAD MIXED USE 44+00 45 +00 ACCESS WAY F PROFILE V , H1• =20'�VI• =5 46+00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 QR: )H 7/28108 BY DATE SCALE: ?=20' DATE: 7 /30/08 PROJECT t 07118.10 NAME. ACCESS WAY F PLAN & PROFILE C15 SHEET 15 OF 31 2ND SUBMITTAL DEC 0 8 2001 END OF u 4E CLEAN OUT YELM CREEK BLDG.S LLC. APPROXIMATE EXISTING GRADE 340 240 STADIUM WAY SOUTH 18' MIN VER VERTICAL 45+4).54, _ 6.00' RT CB M39A, TYPE 1 ® ALIGNMENT CENTERLINE FIRE HYDRANT TEE STA 44+56.96, 6.00' LT SEPARATION OF RIM SHE' SEE SHE'S 3 C19 TACOM3)428 -402 TEL: (253)928 -0800 FAX: (253)428 -8172 A 43+69.65 APPROXIMAR: FINISHED GRADE APPROXIMATE T.O.P. ELEV= 342791 WATER AND SEWER 0 CROSSING (TYP.) ELBOW w GATE VALVE F) EMAIL: STA. 45 +33.48, 6.00' LT (ACCESS WA RI N-343:63i2- - 0 ALIGNMDIT CENTEPoJNE __.._ APPROXIMATE FG= 346.293 - -- - P-._ -- STA. 25 +97.78, 6.0_0' LT (ACCESS WA D) IE IN W --W.07 12' OXIMA'IL`T.O.P. ECEV 42:023 ___ _ ___ _ - - PROJECT ENGINEER: JEREMY HAUG IE OUT E= 343.07 12' c �, M ^ ^ APPROXIMATE FG= 345.523 E -MAIL: )HAUG @SOUNDENGINC.COM DRAWN: ).HAUL BY 44+00 45 +00 ACCESS WAY F PROFILE V , H1• =20'�VI• =5 46+00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 QR: )H 7/28108 BY DATE SCALE: ?=20' DATE: 7 /30/08 PROJECT t 07118.10 NAME. ACCESS WAY F PLAN & PROFILE C15 SHEET 15 OF 31 2ND SUBMITTAL DEC 0 8 2001 GRAPHIC SCALE m 0 10 m 40 m ( IN FEET ) 1 inch = 20 It EXIST CATCH BASIN RIM = 352.35 LE. = 35045, 12"ADS (W) RIM = 352.06 EXIST CATCH BASIN C RIM = 35147 If. 35004, 12 "PVC (N) EXISTING -� STA: CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON CREEK STREET IMPROVEMENTS PLAN & PROFILE EXIST. CATCH BASIN 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 (RAISED LID) TO BE REMOVED RIM = 34&20 I.E. = 347.19, TOP INLET I.E. = 345.96, 8 "PVC (S) CONTRACTOR SHALL POTHOLE AND DETERMINE EXACT LOCATION OF WHERE STORM DRAINAGE PROCEEDS FROM CATCH BASIN PRIOR TO ANY CONSTRUCTION AND INFORM PROJECT ENGINEER - IgMEDIAILY FOR POSSIBI £DESIGN - -GRAN UlLb. 5 +00 S�IREETOLIGHT 35o 6 +00 CB 12 TYPE 1 CREEK STREET STA: 6 +29.51, RIM= 349.26 349.32- NEAREST EXPANSION/JOINT TYPI APPROXIMATE LOCATION OF =-Rl NOTE: REFER TO THE TOPOGRAPHIC SURVEY RIM = 347.96 EXISTING UNDERGROUND UTILITIES _T T_ LOCATED AS SHEET TS1 WITHIN THIS PLAN SET FOR LE. = 345.48, 8 °PVC (E) CONTRACTOR TO VERIFY PRIOR TO ANY CONSTRUCTION ADDITIONAL INFORMATION AND CLARIFICATION EXISTING - - - --- REGARDING EXISTING UTILITIES AND OTHER FEATURES. EXIST CATCH BASIN r CONTRACTOR TO SAWCUT PAVEMENT, HOT TAR SEAL - ------- - -- EXISTING FIRE RIM = 350.83 AND PROVIDE SMOOTH TRANSITION TO EXISTING i FIT HYDRANT K = 64.68- LE. = 347.49, 12 "PVC (S) ROADWAY SURFACE. COORDINATE ROADWAY REPAIR .-_. -- N SIy + o I.E. = 348.88, INLET REQUIREMENTS WITH THE OTY OF YELM O - 75' FL TAPER A EXISTING FlRE -� „Z, - ® DI EXISTING 7 +00 N W HYDRANT ,, - W FT/Ff _ STREET LIGHT N M I L 349.21 STA: 6 +69.18, 15.79' RT --- -__ - -_ EXISTING FlRE-- ._.._�.r 349.18 5 RIM-349.06_ MATCH EXISTNG FLOWUNE i= EXIST, CULVERT EXIST. CULVERT T OSm 4GEXISTNG 349.82 PRESERVE AND PROTECT EXISTING - �j6.•13 - HYDRANT -< o SH� i• N M 21 K - 4 '.. 8`-'-- 352.17 .. TO BE REMOVED TO BE REMOVED UTIL ESMT EASEMENT AFN 3078377 Y'N� Z6G. d��L-4I rY' HIGH TRANSMISSION POWER POLE DURING CONSTRUCTION 6 END NEW 5' CONCRETE SIDEWALK. ° - _0EMO. SIDEWALK AND TIE TO .:. p P4 _.40 00 -- - ------ -- - - - - -- ------- - - - - -- -- - 3 - -� _ - - - -5 - --5 -- -- .�.-.� -- - S-O - - - N? +00 4 +00 EXISTING May L ILA i1Y111 ROW 2 o _ _ 15,��XIS11NG 'CIRICAL W -� T- CO 5 TYPE 1 15' -• 55' TOTAL a EL EASEMENT n STA: 3 +36.38, 21.16' FIT PROPOSED PROPOSED y - .0 RIN 35079 _.., -- .:.em , +..- DEDICATION ROW ....,..��-. EXIST. CATCH BASIN 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 (RAISED LID) TO BE REMOVED RIM = 34&20 I.E. = 347.19, TOP INLET I.E. = 345.96, 8 "PVC (S) CONTRACTOR SHALL POTHOLE AND DETERMINE EXACT LOCATION OF WHERE STORM DRAINAGE PROCEEDS FROM CATCH BASIN PRIOR TO ANY CONSTRUCTION AND INFORM PROJECT ENGINEER - IgMEDIAILY FOR POSSIBI £DESIGN - -GRAN UlLb. 5 +00 S�IREETOLIGHT 35o 6 +00 CB 12 TYPE 1 CREEK STREET STA: 6 +29.51, RIM= 349.26 349.32- NEAREST EXPANSION/JOINT TYPI tA =-Rl PA STA = 3 +34.92 RIM = 347.96 _T T_ LE. = 345.48, 8 °PVC (E) PM ELEV = 350.73 �' EXISTING - - - --- STREET rH c - ------- - -- - -- K = 64.68- .-_. -- N SIy + o O - 75' FL TAPER A > + ,Nt) 40 LF 12' DI 7 +00 N 0H FT/Ff CB TYPE 1 _�_-- -• - - -- i- z N M I L 349.21 STA: 6 +69.18, 15.79' RT d EXISTING FlRE-- ._.._�.r 349.18 5 RIM-349.06_ MATCH EXISTNG FLOWUNE i= EXIST, CULVERT EXIST. CULVERT T OSm 4GEXISTNG 349.82 PRESERVE AND PROTECT EXISTING - �j6.•13 - HYDRANT -< o SH� i• N M 21 K - 4 '.. 8`-'-- 352.17 .. TO BE REMOVED TO BE REMOVED UTIL ESMT EASEMENT AFN 3078377 Y'N� Z6G. d��L-4I rY' HIGH TRANSMISSION POWER POLE DURING CONSTRUCTION 6 END NEW 5' CONCRETE SIDEWALK. ° - _0EMO. SIDEWALK AND TIE TO .:. p P4 35167 NEAREST EXPANSION JOINT TYP) -- - ------ -- - - - - -- ------- - - - - -- _ - - - - - -UTILITY -� I - -- - - - - - -- - - - -- - � - - - PRESERVE AND PROTECT EXISTING UTILITY POLE DURING CONSTRUCTION +352.3 10' EXISTING UTILITY EASEMENT AFN 3078377 EG 611 61 61 W 6W kU W W 6W 64 r.•, SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE t„.-i 350 0 m 0 m 0 SEE ONSITE GRADING AND DRAINAGE SHEETS C5 - C6 CREEK STREET - PLAN VIEW Ssc!:: HORIZONTAL 1' =20' APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: F, o a u o g o 0 a � LEI- SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE EXIST. CATCH BASIN PA STA = 3 +34.92 RIM = 347.96 LE. = 345.48, 8 °PVC (E) PM ELEV = 350.73 �' EXISTING - - - --- STREET LIGHT c - ------- - -- - -- K = 64.68- .-_. -- N SIy + o O - 75' FL TAPER A > + ,Nt) 40 LF 12' DI 7 +00 N 0 0.004 FT/Ff CB TYPE 1 _�_-- -• - - -- i- z N M 349.21 STA: 6 +69.18, 15.79' RT d J 349.18 RIM-349.06_ MATCH EXISTNG FLOWUNE 349.82 __ 350.02 - EX o SH� i• N M 21 - - - -W - 511 - - -- - - .. ` 349.35 STA: 6 +76,59 Y'N� Z6G. d��L-4I rY' 348 349.45- EG 6 END NEW 5' CONCRETE SIDEWALK. y - _0EMO. SIDEWALK AND TIE TO o NEAREST EXPANSION JOINT TYP) ,� N? ______ ----- May L ILA i1Y111 SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE roam. ,3+Uu 4+00 2 CREEK STREET - PROFILE VIEW SCAE: HORIZONTAL 1' =20' VERTICAL 1' =5' 5 +00 6 +00 7 +00 !n /y3 fo43 360 ISEI SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FM:(253) 533 -0142 wmmundengwom - sound0soundengimmm 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: JH 7/28/08 BY DATE SCALE: 1 " =20' DATE: 7130108 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN &PROFILE CALL 48 HOURS BEFORE YOU DIG i G 1- 800 - 424 -5555 1 V SHEET 16 OF 31 2ND SUBMIIlk U E L 0 821 PA STA = 3 +34.92 PM ELEV = 350.73 a 93 - ------- - -- - -- K = 64.68- .-_. -- N SIy + o > + ,Nt) 0.00' VC s O N M J pp SH� i• N M 21 Y'N� Z6G. d��L-4I y W[p� Ca. 'S• ly ,� N? JJ� �`O May 2 LL U p � m n € `r z u AP OXIMATE EXISTING GRADE ALONG _ _ -- . - _ ._ _________ _- _____._ o r vn AL NMENT CENTEFLINE N -o .teUfrn _ z __. -... _.. EX--- 2OOX my > ±• g +114X= z F 43X NYi DS za a�Z�F -,,.J -- ------ - - - -- - -- __�_.,._--_- - -._. -- - - -_--- -------------- - -�.--- -_ -- -_ -- - -- __ -- -_ _ __ _ - - E -� !P 11 PROXIMATE LOCATION ION OF EXISTING ' FINISHED EK S AT CREEK 1462 Ex ----- _- - EE T --- ---- -_. ___ - -. -- - ! f 1 __ - __ - _- -_- - - - --- - =r•^ -.7 �•F =- -••� =. - --�- -- _- � i 4- - - - - - - - - - - - m WATER MAIN - - - - RIGHT FLOWLINE 22.0' FIT WLINE +f - -- n _ -- - - - -- - -- -' -- +------ - - - - -- - - - - - - _ ------ - - - - -- - - - -- - - - - -- ------- - - - - -- - - - -- i 0004 FT __ ____ --------------------------------------- _ __ _ ____ _ - -__ ____ - - - - - - - - - - - - - - - - - - - - - r PPROXIMATE LOCATION OF EXISTING ICB EXIST. CB TYPE 1 "4 SANITARY 'RESSURE MAIN CB 5 TYPE 1 STA: 3 +50.39, 16.0' LT CB 1 TYPE 1 4 TYPE 1 STA: 3 +36.38, 21.16' RT RIM= 350.83 2 TYPE 1 STA: 6 +69.18, 15.79 R --- - - - - -- --- ___ - -- - -- -STA. 2+41-.37,�16TRT - - -- - -._._. ___RIM= 350.i.� -.__- IE= 347.49_12 'PVC.- jS)_,__ A: 6 +29.51, 18.44' RT RIM- 349.06 EXIST CB TYPE i RIN- 2.06 ___. -.__ - IE- 347.42 _ _, IE- 348.88, INLET - __..__- _- __ - -____ -,.. _ -_ - - - - - -- - - -- - __ -- - ---- -- -IE= 346.43 - - -- - - -- -STA 7 +39,7 19.75 LT - - -- - -- - _ _ _ - - -- - APPROXIMATE EXISTING GRADE IE -34 - APPROXIMATE EXISTING GRADE N-- 346.27 12' RIM 347 96 @ CREEK STREET CENTERLINE .04 ( ®CREEK STREET CENTERLINE I OUT 46.27 7 12' IE- 345.48, 82 PVC (E) APPROXIMATE EXISTING GRADE FINISHED GRADE OEAST CREEK STREET EAST FLOWUNE �® ri °s. ^. s`. °• o t(SpJ' p'�3 + e? Iy�py°e� c! ,? `^ o c+ I[�J µa M roam. ,3+Uu 4+00 2 CREEK STREET - PROFILE VIEW SCAE: HORIZONTAL 1' =20' VERTICAL 1' =5' 5 +00 6 +00 7 +00 !n /y3 fo43 360 ISEI SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FM:(253) 533 -0142 wmmundengwom - sound0soundengimmm 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: JH 7/28/08 BY DATE SCALE: 1 " =20' DATE: 7130108 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN &PROFILE CALL 48 HOURS BEFORE YOU DIG i G 1- 800 - 424 -5555 1 V SHEET 16 OF 31 2ND SUBMIIlk U E L 0 821 GRAPHIC SCALE 0 10 m a m ! I ( IN FEET ) 1 inch = 20 ft i. t--_. �. 0 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CREEK ROAD CHANNELIZATION PLAN CREEK STREET CHANNELIZATION PLAN STA: 2 +30.09 REMOVE EXISTING DOUBLE YELLOW CENTER LINE TO THE NORTH, BEGIN NO PASS LINE - -- -- -- ----A)41)--AYO-AVkKFEFT- TURN- OfMTER LINE-- EXIST 10' 0 +00 TURN LANE 1 +00 7 REMOVE EXISTING EXIST 12' STA: 1 +28.69, 10.00' RT TRAVEL LANE BEGIN NEW YELLOW NO PASS 1 � I I i EXTEND EXIST FROM THE SOUTH REMOVE EXISTING ANNBUZATION--�' 1 C29 lrlrnl 2 +00 5 +00 CREEK STREET 6 +00 C�7x, y Z J j TWO WAY LEFT CA 12 REMOVE EXISTING CHANNEUZATION (n L.r— — — — — — — TRAVEL LANE — — 7�EBN Cil STA: 5 +88.33, 10.00' RT — — — — — — _ — PI YELLOW NO PASS LINE AND TWO WAY LEFT -TURN UNE— — — — APPROVED FOR CONSTRUCTION BY: DA DEVELOPMENT REVIEW ENGINEER APPROVAL ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK If 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD 8c 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 = 359.66 150' TAPER 7833, 16.00' RTJ SOLID LANE LINE G TO THE-NORTR e� C29 I STA: 7 +12,85 END NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN LINE 7 +00 12' STA: STA: 7 +38.33, 12.0' RT- END EDGE LINE AND SOLID LANE LINE MATCH EXISTING TO THE NORTH C29 — 1 1 EXIST 12' TRAVEL LANE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 9 0 z f o� V d a o 0 a O R? ci SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1103 COMMERCE ST., SURE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FU:(253) 573-0141 w .wundenginawm. wund0wundengim.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: VERONICASISSECK BY QR: JH 7128/08 BY DATE SCALE: 1 " =20' DATE: 7 /30/08 PROJECT #t 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN C17 SHEET 17 OF 31 2ND SUBMITTAL DEC 0 8 2008 ALL ROADWAY ARROWS ARE TO BE THERMOPLASTIC INSTALLATION PLACEMENT PER WSDOT STANDARD ...... --- -_--- ---- ________ PLAN M-3.40 -00, AND CITY OF _ -_ -- � - --_,_� YELM TRAFFIC DEPT. 23 629 —�_ CREEK STREET 10' TWO WAY LEFT 3 +00 TURN LANE 4 +00 to °dW H M REMOVE EXISTING CHANNELIZATION — — — 7�'—� — — TRAVEL LANE REMOVE EXISTING CHANNEUZATION -/ m w 17) — — E z 15' PROPOSED E-uW2 .. �. — — — — — — — DEDICATED ROW - - - - -- —+ 150' TAPER 7833, 16.00' RTJ SOLID LANE LINE G TO THE-NORTR e� C29 I STA: 7 +12,85 END NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN LINE 7 +00 12' STA: STA: 7 +38.33, 12.0' RT- END EDGE LINE AND SOLID LANE LINE MATCH EXISTING TO THE NORTH C29 — 1 1 EXIST 12' TRAVEL LANE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 9 0 z f o� V d a o 0 a O R? ci SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1103 COMMERCE ST., SURE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FU:(253) 573-0141 w .wundenginawm. wund0wundengim.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: VERONICASISSECK BY QR: JH 7128/08 BY DATE SCALE: 1 " =20' DATE: 7 /30/08 PROJECT #t 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN C17 SHEET 17 OF 31 2ND SUBMITTAL DEC 0 8 2008 GRAPHIC SCALE CREEK ROAD MIXED USE NOTES APPROVED FOR CONSTRUCTION so 0 3s w ao im 1. BOLLARDS MAY BE REQUIRED TO PROTECT FIRE HYDRANTS BY: DATE: ° Lk A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,M• TO AND RMYELM FIRE DISTRICT NO. DEPARTMENT Of PUBLIC C25 DEVELOPMENT REVIEW ENGINEER IN FEET CITY OF YELM, THURSTON COUNTY, WASHINGTON APPROVAL EXPIRES: w a 1 inch = 30 _t. WATER PLAN .s I CONNECTION TO FIRE HYDRANT _EXISTING 8• SEE PLAN AND PROFILE SHEETS \ \1 o B_ _ - WATER MAIN 6 -C15 FOR WATER MAIN DESIGN DOMESTIC WATER METER SEE METER SIZING TABLE�TH&4HEET - D R r• RD { SEE DETAIL (TYP.)I�1 RD RD RD D RD- RD R RD----- -�� -RD w W w w C25 BLDG. \ N -- I REDU D PRESSURE SD BAG W ASSEMB BLDG. BLDG• BLDG.\ I I I _ SEE DE IL (TYP.) 3 PROPOSED •O WATER MAI n 26 I H G \ C S S.T.E.P.IT NH (TYP.) SEE PLAN DALE SHE RD -C15 R N RD .° r U �+ •E -- -PROPOSED FOC LINE TO 8 cn - S ll,; I I r- � l =. _ - � - - - -- - - - { • `�• I P D 'M �RDr�'- -(: 4 -��_ -- +FD'.. j f�➢ `, ^ J I .•�R D � • 1$Dv =- - " \ z 5 I I SIZED BY SPRINKLER SYS I • i SEE SIZING TABLE, THIS S FM I FM DOMESTIC WATER METER SD SD F g p SEE METER SIZING TABLE, THIS SHEET ( I W W SA-'-- ►�- -^ -c-SD SD- ---• -- SA, u SEE DETAIL (TYP.) 1 I •, FIRE DEPARTMENT CONNECTIO • W SD 9 t SEE FDC NOTE THIS SHEET f -` _ ^"`^""^'�- - - SD - SI) �✓ M W D ^ • i SEE DETAIL (TYP.)e I - ' 'II 4` -PR TI �'0 A MN �^ a }1d W R Q . C25 I PB C25 W RD Y' I �APPRO LOCAD 8 OF EXISPNG 10• COMMERCIAL a +D ... • . `. . q WATER MAIN ' � .. • < .. : _• - • ,. k 1RENC M& B ¢ • -- , ro Q 3 I .. EDD G I BUILDING 1 I • • U a l RO OSED FIRE LINE 0 BE SIZED BY SPRINKLER SYSTEM DESIGNER (TYP.) $EE PLAN & PROFILE SHEETS C6 -C15 q I i i PROPOSED 8 °0 WATER MAIN F AD I71ONAL INFORMA ON , SEE PLAN &PROFILE SHEETS •� - I V I � 3 I I i C6 -C15 FOR DESIGN rl V I ' <: FIRE D PNTMENT CONNE DON 3 I SEE C NOTE, THIS 5H EE I li I n I BLDG. w I V I !\ EE DETAIL (TYP. C25 I n I -- rw �. W A SD SD SD riff SD BLDG • I/ 11 i Y" c� . D V I. I it I Q 3 L1 /I COMMERCIAL F 1 / I / PROPOSED B•0 WA E AIN `-'s oe sses ,yc BLDG 7E' A I I / I r: . SEE PLAN & PRO HEETS e i I I B BLDG. I V` I C6 -C15 FOR DESK II ,III I I N ..BUILDING 2 3 I 11 I RED CED PRES RE FIRE HYD N WATER MAIN I I 1 I SEE ETAIL (TYP.) L 3 SEE PLAN A P OFl ,. . I / \. I -- f d s C6 -C15 F A M N DES s, v TRENCH & BEDDING 6 , : 2 - V oxA3. SEE DETAIL (TYP.) e R G iE s /\ 1 / VALVE BOX L.�il r . - C25 / 1 I RPBA mr \ / EE P SHEETS 7 0IA'f %L7 1 - FLRD - =� RDA RD_�_ RPBA I / '\ I q C6 -C15 FOR WATE SIGN ti I in I I VALVE BOX .0 / : - ? -- - •' - - = - - -- \ _ SEE DETAIL TYP.) RD -•--- :-.R.D SEE PLAN- AND- PROFlLESF1EEi . a c I 1 H1 S,TI JNA I - �, �, t+ . ` .6 I 3 q I I 2 / \.. I C6 -C15 FOR WATER DESIGN C2s SLL DE AIL (TV.) _ I I I I I �I , I - � Pp jI � I I I i ti .__- .. - - -- Ce 2C6 2 -5 , - __ • . W W 1M'�--_ --- • -- •= ^; 4 .- 1 - - SEI I I 11RUS BLOCKI SEE DETAIL DI- . o w w w w SOUND ENGINEERING, IN C. THRUST BLOCKING FM S CIVIL ENGINEERS �LAND PIANNERS I ti SEE DETAIL (TYP) FM SD ,,D- FIN ACCESS F _ 1102 COMMERCE COMA, A 98UITE 300 PRQPOD a`o w n LAN 6aos P AND P F wwwwunden ioc.wm °soundOsounden inc.com 53) 51Y0040 � FFII:(353) 573014] WA R MN D SIG 9 9 1 I < °: - 5 I 5 MIN HORIZ A 10' MIN HORIZONTAL SEPERATI N vxonF:( z ' . -- STORM TO WATER TYP) SANITARY TO STORM lYP PROJECT: WONNEC AI T- y I E ( SNITARY TO WATER TYP EXISTING 1 'I I I I RPBA ,.� I CREEK ROAD TES 1 $D SD $n w$D ACCESS, SAY A _ _-- $n SD $n OFFICE MIXED USE SEE DE AI i I I W W w �_� CLIENT HI FM I F FM' SD SD SD -- - ,SD- - - -$D SD SD— _ -r- -SD SD' PROPOSED FOG LINE TO BE D UB DE CT CK BLDG SIZED; BY SPRINKLER SYSTEM VA S$E LY 4 5 YELM CREEK BLDG.S LLC. I I__ DESIGNER (TYP.) SEE DETAIL �TYP.) C26 I 240 STADIUM WAY SOUTH -- - - --�- - -�._ TAC MA WA 98402 - - -cL ) PROPOSED 8.0 WATER MAIN - -- - — _ _ _ _ _ _ _ — — — TEL: (253)428 -0800 EAR: (253)428 -8172 9y SEE PLAN & PROFILE SHEETS IDENTIFICATION OF THE BUILDING _ I j TRENCH PAVEMENT RESTORATION C6 —C15 FOR DESIGN FDC NOTE;_ EMAIL: SEE DETAIL (TYP.) 7 SIZED SHALL BE CLEARLY POSTED AT EACH FDC I I II I I s C21 PROPOSED FIRE LINE TO DE SZFD BY (TYP.) TO THE APPROVAL OF THE CITY OF YELM. —r SPRINKLER SYSTEM DESIGNER I(TYP.) NOTE CONTRACTOR TO COORDINATE LOCATION OF _ I PROJECT ENGINEER: JEREMY HAUG I I SEE PLAN & PROFILE SHEETS'C6 -C15 FOR FDC AND LINE VATH ARE PROTECTION CONTRACTOR - - - -- E-MAIL: JHAUG @AOUNOENGINCCOM ADDITIONAL INFORMATION u U PRIOR TO CONSTRUCDON. 1 3 1 ' I.. "III ;� DRAWN: J.HABG BY PROPOSED 8. 0 WATER FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE ARE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND ARE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL ARE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY °NFPA 13•, ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. —c POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE (IN) A 27c., 1}' 2 B 162 le 2 C 222 1 Lle 2 D 312 2 2 E 444 2 2} F 34Ei 2 2 G 120 le 2 H 33C 2 2 I 222 1¢• 2 J 34E' 2 2 REC 40 1 1 COMM 1 &2 N/A 2 2 - -- - -- -_— _.___>� EXISTING WATER MAIN ------ CONNECTION TO EXISTING — ^ 8• WATER MAIN:• CALL 48 HOURS G2 BEFORE YOU DIG C 1 V TRENCH PAVEMENT RESTORATION SEE DETA.ILe 1- 800 - 424 -5555 C21 SHEET 18 OF 31 9NDSNRMITTAI nFC n R 7nnR MAIN SEE SHEETS C7 -CI6 QR: JF DATE 7130/08 ELEVATION DATUM I -"-- - �-•�� NAND (NAND BS - 3.47 = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD &CREEK SCALE: I " =30' DATE' :7 /31/08 PROJECT a: 0711810 - -S - - - -I Lf 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 CENTER OF BALD HILL RD. ELEVATION = 359.66 WATER PLAN - -- - -- -_— _.___>� EXISTING WATER MAIN ------ CONNECTION TO EXISTING — ^ 8• WATER MAIN:• CALL 48 HOURS G2 BEFORE YOU DIG C 1 V TRENCH PAVEMENT RESTORATION SEE DETA.ILe 1- 800 - 424 -5555 C21 SHEET 18 OF 31 9NDSNRMITTAI nFC n R 7nnR GRAPHIC SCAIE CREEK 'O'1 MIXED USE 1 PORTION / 1 . OF THE NW QUARTER . , SECTION / TOWNSHIP 17 NORTH, . / EAST, WX N OF 1 ' COUNTY, WASHINGTON BUIL i � II. Ilf ii moils _ - - -- � ., �rr � 1 � �� 3 � , • � , ` I� 1 _ i�li u l •� 1 : • 1 1 • - {:'. i_ 1 t 0 i 1111 • 1 :1 _ , 1 a tl _ BUILDING " 1 1 �r 11 err IM, o 351.52 STEP TANK CON I a'i LJ' - r i _ I - 7F ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVO 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 ENGINEEr2 APPROVAL EXPIRES: SIA 35 +59.28, 6.00' LT RIM = 345.65± SEE DETAIL (TYP.) C28 8 w o � \ z o 8 z \ m in z -e 4 s IE = 347.30 TYP. v FF= 350.05 ~ = 2• IE (OUp = 343.10 BUI DING F FF =3 7.87 ( I I v I a o 3 w l I 4u I n I STEP r K I FF 349.37 I V I I n 11 ii Lam_ I SSCo 6 B• IEB GLASS .1 I n y (n RIM = 351.52 - I r 1 I IN = 344.2 ' I °� s• IE = 3az3o � q r IE (auT) = 34s.2o ,• BUILDING I 3 , BUILDING A I FF= 348.65 L/ 1 3 l ' FF= 351.55 ■ sD sn sn ■ Sn Ir I -- \ III I I. r (n D• 6 I �� -U 11 r I \ -/ � BOO A U 349.15 Ay I 1l COMMERCIAL I1 /I I s• IE = 344so I I U x �I n BUILDING E I BUILDING #2 FF= ss3C4O 7.192 5 FF= 351.55 : ssc FF= 51.55 APPROXIMA RIM - 351.52 347.40 40 No s, I`I I I s• It -347.3 I FF= 49.66 RIM - 34 72 FF= 48.23 s' IE = 341.31 \/ - U LOCATION 0 c •, EXISTING 4• �1,I1 I I r - SSCO 10 i I S TANK BC I� �\ 6' IE = 34230 • I n i 20 LOADED Q �j I STEP LINE , I 4 RIM = 351.52 '� 'I 's. I P \ BK �1BER(;LASS �� ICAL HOSE B SHALL I - = 350.44 6' IE = 347.30 - ` \ / 6' IE (IN) = 341.85 \ -" / BE LOCATED WI IN 50 I i ! 1 / II w n - - PUMP END 0 TANK$ SSCO 0 ° `^ 92 LF 6" v wv v5 I 150 - STEP TANK COM 2 _ - 2' IE (OU - 342.85 -\-) \ I - -- R '• TYP. ALL TANKS IM = 348.08 n - - 0.02 FT /Fi _ N 12K FIBERGLASS .. I / 11 /\ \ / CON SEE DETAIL (TYP.) C27 a U RPBA • IE = 341.59 _„ I \ / I TEP TANK E / L 4 6' IE (IN) = 345.30 R -- - -:-� :, ' RPBA . I STE T NK D/ \ I�1F ra 10K FlBERGLASIS b N d 2• IE (OUT) = 347.00 (� I,` i,, ..- - - - - R '�..- --_`'= BK Fl GLL1S \ / 7 I •:. SEE DETAIL (L) MIUS 201.OADE y... - _ -SSCO 11 _ •. N i _ - fC. ' c. i L:. ` > < ,Q 6 I 2' -IE M) - 341.00 3 4 I� I -- I 2• IE (OUT 3 314 5 C27 I _ RIM = 351.52 - - ( (OUT) 3420 / \ M ( ) 2.05 . SE DET L TYP. 6' It = 347.30 41 +00 -` . - - - - C - - -- o I I O SSCO 12 R W -�� F_ w 4 --?boa -w Wa3+oo -- - G C G S E g z I` • .• • .. ° RIM = 357.52 p -•;P. iii , _ , . .Y - Fn • 2 ra 11?VO'FM ($EE C� " ' I 4t LF E 'y W 45 +00 6' IE = 347.30 FM ci C� - - - I R6sPIsOM cO IE o L = = C1 O 3 4 7 O \ O SOUND ENGINEER ING I N C. 3 C7 -16 F 343.27 CIVIL ENGINEERS- LAND PLANNERS 13 IM = 351.52 0 +85.4 6.00- RT ACCESS R N 1102 COMMERCE ST., SUITE 300 6' I E = 347.3 STA. 40 +37.50, 6.00 TACOMA, WA 98402 C�j _ 2' � RT ACCESS W PHONE: (353) 5I3-gg/- FAX:(i53) 573-g142 ww.soundengincmm- sowMOoundenginccom 2 _ 2• GATE VALVES TYPICAL PIPE TRENH - THRUSTBLOCK PROJECT: o ® 71 I I W BA .. •... ,..... .. • D OF LINE CO 0 5 �I I �ST- A95D4, 6.00' �• KIM J41.25 3435 POOL MIXED USE _ -,.SD SEE DETAIL. (TYP. o � •- •, m 53 +00 1. `JJ v v /1 5 No y� I FN pF FM ey 55 +00 SD ._SD__.- .-- ,_._.__.__ 8 CLIENT - °' �'�----- E-- s- D---- ►■-• -� , i 570 c e ; •' � REC. BUILDING � o w •, 144± if 2'i PVC FM i I+- �tffFtt� FE 078377 _ - F = 7.7 LLC, F 34 5 - -- YELM CREEK BLDG,S �- -y-- '--� - - '� •- m• - 240 STADIUM WAY SOUTH n xy ..f._ -- �,_ ,L_ ._ -�'I j�� -�� - - - _ - - - I� _ _ _ TACOMA,WA 98402 N PROPOSED CONNECTION TO EXISTING 4' STEP LINE STA. 52 +80.97 6.00' RT ACCESS WAY A) I - , - 6 °� �L T TEL (253) 428 -0800 FAX, (253) 4288172 o II 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) �= - �"c -' - - -- - -- -- -- -- - ----- F"" °ii' Z 1 - 4'x3' SADDLE TAP (UVE TAP) STA. 10+44.28, 6.00' RT (ACCESS WAY B) 1 - 2. 90' BEND d- v, ° 1 - 3' GATE VALVE 1 - 2' TEE 1 - THRUST BLOCK 1- THRUST BLOCK 1- 2' G/lyyyE VALVE I I I CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND SEE DEIfAIL (TYP.) C28 I ii I 3 VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR 1 - 3'INCRUSER I I Xz o III I ) TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT 7 - THRUST BLOCK i I I IS SHOWN CONTACT THE PROJECT ENGINEER o IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. SEWER PIPE MATERIALS & COVER NOTE KEY 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: o A. ALL PIPE LESS THAT 2'0 SHALL BE SCHEDULE 40 PVC DESIGNED FOR I OUTLINE OF BUILDING(S) TRIBUTARY TO SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASIM D 1785. - -- -- I I SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2'0 OR GREATER SHALL BE PVC 1PS 1120 SDR 21 CLASS -------- - J Gi 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH ,wsa (A/ BUILDING GROUP LABEL. ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI Aso ___ I U71LI E C. 2.0 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR j° wv - --I" �-- �STUE 00 a SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. - - --- f - -� S _ -_ -1 1L - - -:-. - -- _ 0 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. - �- S _ wv S -S - - - --I STEP TANK ELECTRICAL NOTE _ _ _ _ - �((��c u -11' -C - EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRAVITY SIDE SEWERS LINES SHALL BE 6.0, HAVE A MINIMUM SLOPE ✓ - -wv - ttJ&THwAVE- - o (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 FT/FT, AND SHALL BE PVC ASTM D 3034 SUN 35 WITH FLEXIBLE - - -- 5 c°v IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL GASKETED OR SOLVENT WELD JOINTS. 4. ALL FITTINGS FOR PIPE 2' AND LARGER SHALL BE RUBBER RING GASKET ------------ o PVC 1120 COMPLYING WITH ASTM F 477. , U m 0 PR03ECT ENGINEER: JEREMY HAUG '1 E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: P HELLER BY QR: JFH 7.21.08 BY DATE SCALE'. V =30' DATE: 7.30.08 PROJECT M 07118.10 SHEET NAME: S.T. E. P. SEWER PLAN CALL 48 HOURS BEFORE YOU DIG j Q 1- 800 - 424 -5555 1 •� SHEET 19 OF 31 2ND SUBMITTAL DEC 0 8 200% �I 1 I q 8 w o � \ z o 8 z \ m in z -e 4 s IE = 347.30 TYP. v FF= 350.05 ~ = 2• IE (OUp = 343.10 BUI DING F FF =3 7.87 ( I I v I a o 3 w l I 4u I n I STEP r K I FF 349.37 I V I I n 11 ii Lam_ I SSCo 6 B• IEB GLASS .1 I n y (n RIM = 351.52 - I r 1 I IN = 344.2 ' I °� s• IE = 3az3o � q r IE (auT) = 34s.2o ,• BUILDING I 3 , BUILDING A I FF= 348.65 L/ 1 3 l ' FF= 351.55 ■ sD sn sn ■ Sn Ir I -- \ III I I. r (n D• 6 I �� -U 11 r I \ -/ � BOO A U 349.15 Ay I 1l COMMERCIAL I1 /I I s• IE = 344so I I U x �I n BUILDING E I BUILDING #2 FF= ss3C4O 7.192 5 FF= 351.55 : ssc FF= 51.55 APPROXIMA RIM - 351.52 347.40 40 No s, I`I I I s• It -347.3 I FF= 49.66 RIM - 34 72 FF= 48.23 s' IE = 341.31 \/ - U LOCATION 0 c •, EXISTING 4• �1,I1 I I r - SSCO 10 i I S TANK BC I� �\ 6' IE = 34230 • I n i 20 LOADED Q �j I STEP LINE , I 4 RIM = 351.52 '� 'I 's. I P \ BK �1BER(;LASS �� ICAL HOSE B SHALL I - = 350.44 6' IE = 347.30 - ` \ / 6' IE (IN) = 341.85 \ -" / BE LOCATED WI IN 50 I i ! 1 / II w n - - PUMP END 0 TANK$ SSCO 0 ° `^ 92 LF 6" v wv v5 I 150 - STEP TANK COM 2 _ - 2' IE (OU - 342.85 -\-) \ I - -- R '• TYP. ALL TANKS IM = 348.08 n - - 0.02 FT /Fi _ N 12K FIBERGLASS .. I / 11 /\ \ / CON SEE DETAIL (TYP.) C27 a U RPBA • IE = 341.59 _„ I \ / I TEP TANK E / L 4 6' IE (IN) = 345.30 R -- - -:-� :, ' RPBA . I STE T NK D/ \ I�1F ra 10K FlBERGLASIS b N d 2• IE (OUT) = 347.00 (� I,` i,, ..- - - - - R '�..- --_`'= BK Fl GLL1S \ / 7 I •:. SEE DETAIL (L) MIUS 201.OADE y... - _ -SSCO 11 _ •. N i _ - fC. ' c. i L:. ` > < ,Q 6 I 2' -IE M) - 341.00 3 4 I� I -- I 2• IE (OUT 3 314 5 C27 I _ RIM = 351.52 - - ( (OUT) 3420 / \ M ( ) 2.05 . SE DET L TYP. 6' It = 347.30 41 +00 -` . - - - - C - - -- o I I O SSCO 12 R W -�� F_ w 4 --?boa -w Wa3+oo -- - G C G S E g z I` • .• • .. ° RIM = 357.52 p -•;P. iii , _ , . .Y - Fn • 2 ra 11?VO'FM ($EE C� " ' I 4t LF E 'y W 45 +00 6' IE = 347.30 FM ci C� - - - I R6sPIsOM cO IE o L = = C1 O 3 4 7 O \ O SOUND ENGINEER ING I N C. 3 C7 -16 F 343.27 CIVIL ENGINEERS- LAND PLANNERS 13 IM = 351.52 0 +85.4 6.00- RT ACCESS R N 1102 COMMERCE ST., SUITE 300 6' I E = 347.3 STA. 40 +37.50, 6.00 TACOMA, WA 98402 C�j _ 2' � RT ACCESS W PHONE: (353) 5I3-gg/- FAX:(i53) 573-g142 ww.soundengincmm- sowMOoundenginccom 2 _ 2• GATE VALVES TYPICAL PIPE TRENH - THRUSTBLOCK PROJECT: o ® 71 I I W BA .. •... ,..... .. • D OF LINE CO 0 5 �I I �ST- A95D4, 6.00' �• KIM J41.25 3435 POOL MIXED USE _ -,.SD SEE DETAIL. (TYP. o � •- •, m 53 +00 1. `JJ v v /1 5 No y� I FN pF FM ey 55 +00 SD ._SD__.- .-- ,_._.__.__ 8 CLIENT - °' �'�----- E-- s- D---- ►■-• -� , i 570 c e ; •' � REC. BUILDING � o w •, 144± if 2'i PVC FM i I+- �tffFtt� FE 078377 _ - F = 7.7 LLC, F 34 5 - -- YELM CREEK BLDG,S �- -y-- '--� - - '� •- m• - 240 STADIUM WAY SOUTH n xy ..f._ -- �,_ ,L_ ._ -�'I j�� -�� - - - _ - - - I� _ _ _ TACOMA,WA 98402 N PROPOSED CONNECTION TO EXISTING 4' STEP LINE STA. 52 +80.97 6.00' RT ACCESS WAY A) I - , - 6 °� �L T TEL (253) 428 -0800 FAX, (253) 4288172 o II 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) �= - �"c -' - - -- - -- -- -- -- - ----- F"" °ii' Z 1 - 4'x3' SADDLE TAP (UVE TAP) STA. 10+44.28, 6.00' RT (ACCESS WAY B) 1 - 2. 90' BEND d- v, ° 1 - 3' GATE VALVE 1 - 2' TEE 1 - THRUST BLOCK 1- THRUST BLOCK 1- 2' G/lyyyE VALVE I I I CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND SEE DEIfAIL (TYP.) C28 I ii I 3 VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR 1 - 3'INCRUSER I I Xz o III I ) TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT 7 - THRUST BLOCK i I I IS SHOWN CONTACT THE PROJECT ENGINEER o IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. SEWER PIPE MATERIALS & COVER NOTE KEY 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: o A. ALL PIPE LESS THAT 2'0 SHALL BE SCHEDULE 40 PVC DESIGNED FOR I OUTLINE OF BUILDING(S) TRIBUTARY TO SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASIM D 1785. - -- -- I I SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2'0 OR GREATER SHALL BE PVC 1PS 1120 SDR 21 CLASS -------- - J Gi 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH ,wsa (A/ BUILDING GROUP LABEL. ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI Aso ___ I U71LI E C. 2.0 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR j° wv - --I" �-- �STUE 00 a SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. - - --- f - -� S _ -_ -1 1L - - -:-. - -- _ 0 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. - �- S _ wv S -S - - - --I STEP TANK ELECTRICAL NOTE _ _ _ _ - �((��c u -11' -C - EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRAVITY SIDE SEWERS LINES SHALL BE 6.0, HAVE A MINIMUM SLOPE ✓ - -wv - ttJ&THwAVE- - o (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 FT/FT, AND SHALL BE PVC ASTM D 3034 SUN 35 WITH FLEXIBLE - - -- 5 c°v IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL GASKETED OR SOLVENT WELD JOINTS. 4. ALL FITTINGS FOR PIPE 2' AND LARGER SHALL BE RUBBER RING GASKET ------------ o PVC 1120 COMPLYING WITH ASTM F 477. , U m 0 PR03ECT ENGINEER: JEREMY HAUG '1 E -MAIL: JHAUG @SOUNDENGINCCOM DRAWN: P HELLER BY QR: JFH 7.21.08 BY DATE SCALE'. V =30' DATE: 7.30.08 PROJECT M 07118.10 SHEET NAME: S.T. E. P. SEWER PLAN CALL 48 HOURS BEFORE YOU DIG j Q 1- 800 - 424 -5555 1 •� SHEET 19 OF 31 2ND SUBMITTAL DEC 0 8 200% 0 Ci n Ci IF 9 06 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, W.M. STORM DRAINAGE FACILITY DESIGN IN FEET I inch = 20 fL 18" ADS N-12 CB113 TO CB#14 HIGH FLOW BYPASS imps �71_ X _W/DOmIURNED ELBOW RI i RI '�I', -1 80, LTER- -VAUL F W/20 (CART >, 146.17 J6 thfid,01 I AL -RIM "";* �1'4 , RIM t 04� ".25 j Offlli� 1 20 -w- SID 01 -SD - SD 7 FM 360 350 340 330 to N-I 04 FT/FT W RIM - W_ Om?;vjw "AmUt 13 4 s 346 I I DRAINAGE FACILITY PLAN VIEW D'AscN� E HORIZONTAL 1*--20' 1 x 0+00 1+00 2+00 DRAINAGE FACILITY IECTIONJ SCALE: HORIZONTAL 1*=2V 2 C SCALE: VERTICAL VERn-nCAL V5' 360 350 340 330 12' ADS N-12 CB/4 TO STORMFILTER IWO DROP TEE INLET BOTTOM ELEV.=339.80 (W/GRATE) TOP ELEV.=34250- 18" ADS N-12 C8112 TO CB113 DIVERI�IONSTRUCTUREmPIAN STRUCTURE -PLAN 4 813 TYPE @13 TYPE 2-54' CB ET2 5C4'/U _\ 0 DETAIL r4 SEE ALSO AND DETAIL 6 ON THIS SHEET NATIVE BACKFILL (6- MIN.) UNDISTURBED MATERIAL 4*-60 PERFO PVC PIPE ELEV. = 337.6( FINISH GRADE ELEVA TION VARIES 7 fg, 71:11 Ij M-7 -F 17 APPROVED FOR CONSTRUCTION BY: DATE:- DEVELOPMENT REVIEW _ENGINEER APPROVAL 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 I =1111 1 =� 11 -� � 1 =t END CAP NATIVE MATERIAL DO NOT COMPACT OBSERVATION WELL V SCALE FRAME & LADDER OR STEP! OFFSET. SEE NOTE 4. RIM ELEV. = 346.13 6' MIN.- T 2- MIN. MESH SCREEN I" x (- BAND SCREEN TO PIPE OVERFLOW PIPE SUPPORT (2 EACF 18' RISER PIPE- SEE 'ETAL 4 THIS SHEET FINE MESH SCREEN 112" x BAND SCREEN TO PIPE GRATED EID MARKED 'DRAIN' WITH LOCKING BOLTS. CONTROL ROD FOR CLEANOUT/DRAIN. ROD DENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. SEE DETAIL 4 THIS SHEET 2� MIN. T_ ,EEMMID GATE: A - . SHEAR GATE, IRON BODY BRONZE B. LIFT GATE, NO. CICA-LG, CASCADE - SID OR, � OLYMPIC FDY jmlN. CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. A ELEVATION CATCH BASIN TYPE 2 54-INCH DIA. [MINI Noma 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. BE CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 5e MINIMUM DIAMETER. DIVERSION STRUCTURE-SECTION VIEW CB ■13 TYPE 2.54' SEE ALSO DETAIL 4--) W AND DETAIL 4 ON THIS SHEET UNDERGROUl FINISHED GROAN I BOTTOM OF VARIES INIISHED GROUND VARIES SEE GRADING PL04 SHEETS C5.06 SEE GRADING PLAN C5, C6 F- 9 LF 12" AIDS N -12 0 0.0055 FT/FT � TING \ EXISTING GROUND EXISTING GROUND rA NATIVE -SOIL 8 LF W ADS N-12 0 0..0063 FT/FT 1 r4 �\ CB#15 TYPE 2- FILTER I IVERSION STRUCTURE C20 C23 VAULT W/28 CART. I IM=346.13 __W/GGWNTURNE�)W___ - _RIW_W0RTW=c346_.17 -1 wi34T.7OlTB_(W) --------- [21YPE RIM=346.37 RIM SOUTH=346.25 1 _�-341.30 19- (E) IE IN=338.15 12* (W IE--341.20 12' (N) E�-341.30 12- (S) IDS IE=33820 12- (W) U U A IE OUT=338.15 18. IN) SEE DETAIL Q� 3 UP 12' ADS N-12 0 0.017 IT/FF 3,37,N -7 n N-12 0 0.14 FT/FT LET FROM CONTECH STORMWATER 25 LF 12' C B 2-4 a" OLUTIONS WATER QUALITY VAULT 5 LF 12' ADS N- 2 0 0.053 FT /FT -j W/DOVINTURNED OW =338,10- _.____ _SVEXE_-STORMTECH- Tj -RIM--3%E4t-- - - PIPE CONINECTIO TO TRENCH Bt IE=339.91 CB #35 TYPE 2-48 NATIVE SOIL� W/DOWNTURNED EE FW RIM=346.51 1 IE=341.30 Ln Ln -.4- 0+00 1+00 2+00 DRAINAGE FACILITY IECTIONJ SCALE: HORIZONTAL 1*=2V 2 C SCALE: VERTICAL VERn-nCAL V5' 360 350 340 330 12' ADS N-12 CB/4 TO STORMFILTER IWO DROP TEE INLET BOTTOM ELEV.=339.80 (W/GRATE) TOP ELEV.=34250- 18" ADS N-12 C8112 TO CB113 DIVERI�IONSTRUCTUREmPIAN STRUCTURE -PLAN 4 813 TYPE @13 TYPE 2-54' CB ET2 5C4'/U _\ 0 DETAIL r4 SEE ALSO AND DETAIL 6 ON THIS SHEET NATIVE BACKFILL (6- MIN.) UNDISTURBED MATERIAL 4*-60 PERFO PVC PIPE ELEV. = 337.6( FINISH GRADE ELEVA TION VARIES 7 fg, 71:11 Ij M-7 -F 17 APPROVED FOR CONSTRUCTION BY: DATE:- DEVELOPMENT REVIEW _ENGINEER APPROVAL 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 I =1111 1 =� 11 -� � 1 =t END CAP NATIVE MATERIAL DO NOT COMPACT OBSERVATION WELL V SCALE FRAME & LADDER OR STEP! OFFSET. SEE NOTE 4. RIM ELEV. = 346.13 6' MIN.- T 2- MIN. MESH SCREEN I" x (- BAND SCREEN TO PIPE OVERFLOW PIPE SUPPORT (2 EACF 18' RISER PIPE- SEE 'ETAL 4 THIS SHEET FINE MESH SCREEN 112" x BAND SCREEN TO PIPE GRATED EID MARKED 'DRAIN' WITH LOCKING BOLTS. CONTROL ROD FOR CLEANOUT/DRAIN. ROD DENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. SEE DETAIL 4 THIS SHEET 2� MIN. T_ ,EEMMID GATE: A - . SHEAR GATE, IRON BODY BRONZE B. LIFT GATE, NO. CICA-LG, CASCADE - SID OR, � OLYMPIC FDY jmlN. CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. A ELEVATION CATCH BASIN TYPE 2 54-INCH DIA. [MINI Noma 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. BE CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 5e MINIMUM DIAMETER. DIVERSION STRUCTURE-SECTION VIEW CB ■13 TYPE 2.54' SEE ALSO DETAIL 4--) W AND DETAIL 4 ON THIS SHEET 0+00 1+00 DRAINAGE FACILITY - SECTION I SCALE: HORIZONTAL 1*=20' 0 zo S A! GH R11 N! 1 -27Y VERTICAL 1' =5' VERTICAL CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 oa W 8 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 , FAX:(253) 573-0142 w .wundengincmm , wund@mundenginc.mm PROJECT: CREEK ROAD I MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL (253)428-0800 FAX: (253) 428 -8172 PROJECT ENGINEER: JEREMY HAUG E-MAIL: IHAUG@SOUNDENGINC.COM DRAWN: J. HAUG BY QR: IFH 7130/08 _EFy_ DATE SCALE: VzN' DATE: 7/31/08 PROJECT #: 07118 NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 UNDERGROUl D GRAVEL INFILTRATION BED BOTTOM OF TRENCH BED EL = 337.60 INIISHED GROUND VARIES SEE GRADING PLAN C5, C6 F- 9 LF 12" AIDS N -12 0 0.0055 FT/FT \ EXISTING GROUND rA NATIVE -SOIL 8 LF W ADS N-12 0 0..0063 FT/FT 1 r4 �\ CB#15 TYPE 2- FILTER I IVERSION STRUCTURE C20 C23 VAULT W/28 CART. I IM=346.13 __W/GGWNTURNE�)W___ - _RIW_W0RTW=c346_.17 -1 wi34T.7OlTB_(W) --------- RIM=346.37 RIM SOUTH=346.25 1 _�-341.30 19- (E) IE IN=338.15 12* (W IE--341.20 12' (N) E�-341.30 12- (S) IE IN=338.15 18" (K IE=33820 12- (W) IE OUT=338.15 18. IN) SEE DETAIL Q� 3 UP 12' ADS N-12 0 0.017 IT/FF -7 n Ln -4- rn 0+00 1+00 DRAINAGE FACILITY - SECTION I SCALE: HORIZONTAL 1*=20' 0 zo S A! GH R11 N! 1 -27Y VERTICAL 1' =5' VERTICAL CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 oa W 8 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 , FAX:(253) 573-0142 w .wundengincmm , wund@mundenginc.mm PROJECT: CREEK ROAD I MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL (253)428-0800 FAX: (253) 428 -8172 PROJECT ENGINEER: JEREMY HAUG E-MAIL: IHAUG@SOUNDENGINC.COM DRAWN: J. HAUG BY QR: IFH 7130/08 _EFy_ DATE SCALE: VzN' DATE: 7/31/08 PROJECT #: 07118 NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 N o- 1' I M 0 0 0 0 a m 0 CEMENT CONCRETE SIDEWALK RAMP TYPE 4A 38" EXPANSION JOINT (SE STD. PLAN F- 30.10)- SIDEWALK 0 I is RADIUS POINT OF CURB RETURN CEMENT CONCRETE PEDESTRIAN CURB 0" RAMP _ ni 1 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 Q ACCESS WAY NOTES AND DETAILS h LEI I LANDING I w 5 - 21/1' DETECTABLE Ckf B - 01/4' a MAJOR STREET* PATTERN (SEE DETAIL) 1. This layout is used to provide access to a single crosswalk "Cement 50 FEET CEMENT CONCRETE parallel to the major street. The bid item Conc. Of PEDESTRIAN CURB Sidewalk Ramp Type 4A" does not include the adjacent Curb 0 TOP OF (SEE (or Curb & Gutter), the Sidewalk, or the Cement Conc. Ped- Z /�1. estrian Curb. 90 FEET ROADWAY 11' - 9 3/4 100 FEET 2. Ramp slopes shall not be steeper than 12H:1V. CEMENT CONCRETE• 3, Avoid placing drainage structures, junction boxes or other CURB, OR CURB SIDEWALK obstructions in front of ramp access areas. AND GUTTER 4 Curb & Gutter Is shown, see the Contract Plans for the curb NOTE 4) CEMENT CONC. RAMP 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 ram shall have a level area (not in excess of 2% in any direction 4' ? 4'. J 13 I N 0 r � U T FACE OF CURB I LANDING I 20 FEET 5 - 21/1' DETECTABLE WARNING B - 01/4' a MAJOR STREET* PATTERN (SEE DETAIL) 9' - 6 115V 6' 0" 50 FEET CEMENT CONCRETE 5 -11" 60 FEET PEDESTRIAN CURB VARIES: 2% MAX 1 TOP OF (SEE STD. PLAN F- 10.12) 0 to 6' TOP OF /�1. ROADWAY 90 FEET ROADWAY 11' - 9 3/4 100 FEET 15 - 8 3/4 2 - 101/4 CEMENT CONCRETE• SIDEWALK CEMENT CONCRETE CURB & GUTTER DEPRESSED O(SEE NOTE 4) CEMENT CONC. RAMP (SEE6 NOTEU44) T FACE OF CURB LANDING DISTANCE FROM P.C. 20 FEET 5 - 21/1' 1' -7- 30 FEET B - 01/4' 3 -if 40 FEET 9' - 6 115V 5 -4314 50 FEET 1B - 9 3/4 5 -11" 60 FEET 11' -11 1/1' g - 31/1' 70 FEET 13 - Or 5 - 6 1/1' 80 FEET 13 - 11 1/1' 16 - 81/1 90 FEET 14 - 101/1 11' - 9 3/4 100 FEET 15 - 8 3/4 2 - 101/4 OINTERMEDIATE RADII CAN BE INTERPOLATED CEMENT CONC. /-PATTERN (SEE DETAIL) WARNING 3/8' EXPANSION JOINT (SEE STD. PLAN F- 30.10) A RAMP I 0 A i 1 PLAN is C LANDING 0 F TOP OF LUSH ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) 1_._� D THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL DETECTABLE WARNING PATTERN 4 NOT TO SCALE PER WSDOT 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 WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR UNE 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. SIDEWALK RAMP TYPE 4A NOT M SCALE 1 E PER WWI F- 40.16 -00 7 /2" WIDTH MIN. MAX. wnv 1 �' 1s' B 578" 1112° c Ins" 3/4^ D 7/8" 1 7116" F TOP OF LUSH ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) 1_._� D THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL DETECTABLE WARNING PATTERN 4 NOT TO SCALE PER WSDOT 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 WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR UNE 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. SIDEWALK RAMP TYPE 4A NOT M SCALE 1 E PER WWI F- 40.16 -00 7 /2" WIDTH BS OMB 3JC wnv 1 �' 1s' zo' [GNE- WO -WAY 10' 30' 40' NOTES: 1, WHERE APPROACH EXCEEDS" 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY, C'.ENTERED IN THE APPROACH. 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3, REFER TO SECTION 4B.140, YELM DEVELOPMENT GUIDELINES. 1 TYPE II MIN, REOD. TgP. IYPI N `f7P. iDR TYPE III TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HA'✓¢' MAX. 112" LIP EXPANSION JOINTS & SCORE AT qS'. MARK DETAIL FOR ADDITIONAL NOTES. 45' 12,1 FLOW LINE 5' AS SEE OF GUTTER I 4„ MIN, REDD. P (�-LOETAIL /2" L 12 LIP DETAIL RAMP SECTION NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PIACED AND REMOVED FROM WET COPT. TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF CITY OF YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OF PJBLIC WORKS TO THE CURB. GROOVES SHALL BE 1 /8" DEEP AND ,;4 WMDE. TYPICAL '2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FRGIS THE SIDEWALK AND FROM THE CURB AND CURB RAMPS GUTTER. ISOLATED BY EXPANSION JOINT MATERIAL U ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. APPROVED DWG. N0. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE PUBLIC WORKS _ DIRECTCH DATE 4- 2 TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM, DES. DWN. CKD. DATE __. JEG s -C S -G S -C 10/3/94 TYPICAL CURB RAMPS 5 Nor m scuE DEPT. OF PUBLIC WUTAKS CEMENT CONCRETE APPROACH APPROVED DWG. N0, PVBL0 WORKS DIRECTOR DATE 4 -� DES, OWN. IND. DATE S -C S -C S -C 2/2/95 CEMENT CONCRETE APPROACH 2 NOT TO SCALE PLANTER STRIP (AS REO -) CURB & CUTTER 2' -1 6' N PAVEMEW APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: VARIES SEE 2% SLOPE (1/4' DROP PER 1') g 4- COMPAGILU SUNGNAUL - F�'1 NOTES: 1) COMPACTION FOR CONCRETE CURB AND WALKS TO BE 958 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 1/2"F /z "R ;, P e 4 � a- _I F -11 v a R l a 4" A � -`a # 3 BAR 1_e., CEMENT CONCRETE BARRIER CURB AND GUTTER CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT F- 10.42 -00 PER YELM DWG 4-13 3 CEMENT CONCRETE CURBS 10" B 15' EDGE AROUND 5C EACH PANEL BROOM FINISH EXPANSION ��z � EXPANSION � SCORE MARK JOINT SIDEWALK PLANTER STRIP 5' MIN (AS RED.) NOTES'. 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMDLOED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE IT /8" WIDE BY t1/4" DEEP. FOR SIDE'WAU6 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 PO AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4 -1 DES DWN CKD DATE S -C S -C 5 -C 10/3/94 CEMENT CONCRETE SIDEWALK 6 K MINIMUM 0.25 CLASS 'B' A.C.P. (COMPACTED DEPTH) OR EXISTING PLUS 0.08', WHICHEVER IS GREATER APPLIED IN MAXIMUM 0.17' UFTS - 0,67' GRAVEL BASE COMPACTED TO 959 OF MAXIMUM DENSITY PER. 2- 013(14)D - MINIMUM 0.75 CEMENT CONC. PVMT. OR MATCH EXISTING PLUS 0.08', WHICHEVER IS GREATER. 0.67' GRAVEL BASE 44 ° COMPACTED TO 959 OF MAXIMUM DENSITY OIT CRUSHED PER. 2- 03,3(14)D SURFACWG NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION 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 PAYING ASPHALT AR4000W. TRENCH BACKFILL COMPACTED PER. 2- 03,3(14)C METHOD 6 TRANSVERSE CONSTRUCTION JOINT. SEE STANDARD PLAN A -1 SAW CUT .EXISTING PAVEMENT. -EXISTING RIGID PAVEMENI TRENCH B.ACKFILL COMPACTED PER. 2- 03.3(14)C METHOD C TRENCH - PAVEMENT RESTORATION DETAIL APPROVED D G. UP. PUBLIC WORKS DIRECTDR DATB 14-10 DES, Oh N. CAD. DATE S -C 101/3/94 u o w z � m � o 0 a � z N L9 SEI SOUND ENGINEERING, INC, CIVIL ENGINEERS " LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (353) 573 -0040 - FAX:(253) 573 -0142 mi wundenginc.mm � wund @wundenginc.mm PROJECT: I CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL:(253)428 -0800 FAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: VSISSECK _ BY QR: ]FIT 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: TRENCH PAVEMENT RESTORATION DETAIL ACCESS WAY NOTES AND DETAILS CALL 48 HOUR YOU DIG 1- 800 - 424 -5555 SHEET 21 OF 31 9N0 CItRMITiIII 11FC n R TOOK 4" 4., 4 CONCRETE CL, 3000 D Z U w.......... ... ;9.P.' 4'U.. ..... .......... rn..:................ .................. .......... o . .......... Z.. � F♦ v p e ♦P 1/2 LB. (MIN -) STEEL OR IRON GENERAL NOTES: CITY OF YELM DEPT, OF PUBLIC WORKS 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR A 0 o ASPHALT CONCRETE PAVEMENT WHERE CASED Q C C S N PLACE MONUMENT IS NOT REQUIRED 2. CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. MONUMENT CONCRETE BASE NEED NOT BE FORMED, 3. CAP SHALL BE 2" MIN, NAM. BRASS PLUG MARKER. APPROVED DWG. NO. 4. CONCRETE TO BE PLACED ON A FIRM 4-16 PUBLIC WORKS DIRECTOR DATE 16 AND UNYIELDING FOUNDATION. DES. DWN. CKD. DATE JEG S -C S -C S -C 10/3/94 12' 1 ROAD MONUMENT NOT TO SCALE ? 9' - ?ARKING - 1% _13' SIDEWALK 9L I \ � - 11 �1' EXTRUD 8 \` INTEGRAL CURB 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 RIV CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY CROSS SECTIONS AND DETAILS 40' D(ST UTIL ESMT AFN 3078377 R/W j20' EX ROW - PROPOSED 15' DEDICATED ROW 2.5't 5' 5.5't 10' PROP ^ �� I PLANTER SIDEWALK PLANS -U11L ESMT�j 15. ' 16.3— STRIP STRIP - i0 . MAX -20'- GARAGE .5' I 11.5' I �y APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: .. -. -I I L 11 .I - `CEMENT CONC. BARRIER EXTRUDED CURB (PROJECTED) CEMENT CONC. SIDEWALK CURBAND GUTTER e3 B 2 2 4° CLASS B ASPHALT CONCRETE CREEK STREET CROSS SECTION 2• CRUSHED SURFACING TOP COURSE ROAD SECTION (ACCESS WAY Cl 4 8° GRAVEL BASE NOT TO SCALE NOT TO SCALE 9 9 126' 19' 2 j' 19' 19, 2a' - 19, CARPORT I IM CARPORT LSIOEWALK EPARKING 11.5' 11.5' 11.5' --�I^ 11.5 20' �-- I PARKING 6 SIDEWALK I I I = =1 - _ -]s.� .�_.5X 1.5X , ..::.. INTEGRAL CURBe �. RUNOFF (LOWS UNDER CARPORT (TYP) nss WA 6 y/ I I 6 ROAD SECTION IACCESS WAY DI NOT TO SCALE CLASS 3000 CONCRETE <. Y• � � I II � II"rft�_Irrlilf � II I I I tI I I -I l ll 1 1 �� -95% COMPACTED SUBGRADE NOTE: 1. CONSTRUCT WITH 6' z 6' NUMBER 10 WELDED WIRE MESH 2. PROVIDE EXPANSION JOINTS EVERY 10'. 7 VLEAt ll B V,j NOT TO SCALE FOR GARBAGE ENCLOSURES XD '2 �c40iiiblc m4d0 t'1 w el.1NHMeµ.n °.q• ♦.a..• Fy• ��'I—e �♦Y+.yr� 1� p tai. • !.E17�Y PARKING 8' SIDEWALK B CI I �Ci' 96 mln 60 min 96 min 96 m: —2% lowo tSZS tsa a.4a 2.4X EXTRUDED CURB ... C21 0.17° ASPHALT CONCRETE INTEGRAL CURB 1* C21 SS O•i7' C.S.T.C. 0.67° GRAVEL BASE S ROAD SECTION IACCESS WAY BI NOT TO SCALE 03 0 U v id?) V¢.R ACCCSSJWC Space of t no Row Fig. A5 Parking SPaCC Altemotivcs min 4L4 "A Y-r a WJ PA O O 0 llus ib1 Naiverso PorAlr7g Space Damn Fig. A5 Parking Spacc Aitceoatlrca 9 ADA STALL NOT TO SCALE ADA STANDARDS 2003, RG. AS 2 S \-0.17" ASPHALT CONCRETE 0.17" C.S.T.C. ' GRAVEL BASE 19' _6' SIDEWALK 9% INTEGRAL CURB (Q 0.17' ASPHALT CONCRETE C21 17" C.S.T.C. GRAVEL BASE 6' -0' 4- 21/2' 9. #3 BARS r o- 8' MIN. -" 13/16° DIA HOLES 10" MAX. 3:1 SAND & CEMENT GROUT 1' DEPTH NON- SHRINK GROUT 2' CLEARANCE (TYP)- I"'- #6 (2) 8 CURB STOPS NOT TO SCALE a 10 DISABLED PARKING SIGN NOT TO SCALE z O d 0 w f 0 V � o S � N ♦C N lu��Z SEI SOUND ENGINEERING, INC. � CIVIL ENGINEERS - LAND PLANNERS °p 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573 -0142 e,wu..mendengim . m v round @mundengimmm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428 -0800 PAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG EMAIL JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT#: 07118 SHEET NAME: ACCESS WAY CROSS _ -_ SECTIONS AND DETAILS CALL 48 HOURS �� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 22 OF 31 2ND SUBMITTAL DEC 0 8 2008 D 0 A 0 o a 0 O min 4L4 "A Y-r a WJ PA O O 0 llus ib1 Naiverso PorAlr7g Space Damn Fig. A5 Parking Spacc Aitceoatlrca 9 ADA STALL NOT TO SCALE ADA STANDARDS 2003, RG. AS 2 S \-0.17" ASPHALT CONCRETE 0.17" C.S.T.C. ' GRAVEL BASE 19' _6' SIDEWALK 9% INTEGRAL CURB (Q 0.17' ASPHALT CONCRETE C21 17" C.S.T.C. GRAVEL BASE 6' -0' 4- 21/2' 9. #3 BARS r o- 8' MIN. -" 13/16° DIA HOLES 10" MAX. 3:1 SAND & CEMENT GROUT 1' DEPTH NON- SHRINK GROUT 2' CLEARANCE (TYP)- I"'- #6 (2) 8 CURB STOPS NOT TO SCALE a 10 DISABLED PARKING SIGN NOT TO SCALE z O d 0 w f 0 V � o S � N ♦C N lu��Z SEI SOUND ENGINEERING, INC. � CIVIL ENGINEERS - LAND PLANNERS °p 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573 -0142 e,wu..mendengim . m v round @mundengimmm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL(253)428 -0800 PAX:(253)428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG EMAIL JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT#: 07118 SHEET NAME: ACCESS WAY CROSS _ -_ SECTIONS AND DETAILS CALL 48 HOURS �� BEFORE YOU DIG 1- 800 - 424 -5555 SHEET 22 OF 31 2ND SUBMITTAL DEC 0 8 2008 rn s to J Q F- w 0 I m 0 cO z 3 Q h i r` °o FN- U 0 O Of OL 0i I 0 a I m 0 0 N GJ 0 0 N}r'' #3 BAR CDRNER 18' #3 BAR HOOI CREEK ROAD MIXED USE NOTES A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON 1. AS AN ACCEPTABLE ALTERNATE TO REHAB, WIRE MESH HAVING A MINIMUM E STORM DRAINAGE NOTES AND DETAILS AREA OF 0.12 SpUAR INCHES PER FOOT MAY BE USED, WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. BE 5 20'. 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. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLUOR AND THE WALLS 6 12' MAY BE SLOPED AT A RATE OF 1.24 OR STEEPER, 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. \4-- ONE #3 BAR HOOP FUR 6' TWO #3 BAR HOOPS FOR 12' RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTIE]N PIPE ALLOWANCES THE KNOCKOU' MAXIMUM PIPE MATERIAL INSIDE THICKNESS OF DIAMETER REINFORCED OR 18" PLAIN CONCRETE 12, ALL METAL PIPE 15' CPSSPye _._. (STD. SPEC. _. 12, _. 9- 05.20) 0.15 SOLID WALL PVC STD. (STD. SPEC. 9- 05.120)) IS' PROFILE WALL PVC 4. (STD. SPEC, 9- 05.12(2» 15' CATCH BASIN TYPE 1 NOT TO SCALE PER WSDOT 0- 5.20 -00 CORRUGATED POLYETHYLENE STORM SEVER PIPE 1. WHEN BOLT -DOWN GRATES ARE SPECIFIED IN THE CONIRACT , PROVIDE TWO SLOTS IN THE GRATE THAT ARE VERTICALLY ALIGNED WITH THE HOLES W THE FRAME LOCATION OF BOLT -DOWN SLOTS VARIES AMONG DIFFERENT MANUFACTURERS. 2 REFER TO STANDARD SPECIFICATION 9- 0515(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 0-30.10. 4. THE THICKNESS OF THE GRATE SHALL NOT EXCEED 1 518". 3 4' 1 1/4* 09 n BOLT -DOWN SLOT DETAIL SEE NOTE 1 f�-q�RECTANGULAR HERRINGBONE GRATE V NOT TO SCALE PER WSDDT 0- 30.50 -00 SLOT a SEE DETAIL AND NOTE 1 12' PIPE ALLOWANCES THE KNOCKOU' MAXIMUM PIPE MATERIAL INSIDE THICKNESS OF DIAMETER REINFORCED OR 18" PLAIN CONCRETE 48' ALL METAL PIPE 21' CPSSP* 18' STD. SPEC. 9 -05.20 0.15 SOLID WALL PVC STD. 21' SPEC. 9-05.12 1 THE LOWEST P 4. PROFILE WALL PVC (STD. 21' SPEC. 9 -05.12 2 8' *CORRUGATED POLYETHYLENE STORM SEWER PIPE ONE j3 BAR HOOP FOR 6' HEIGHT TWO %%3J BAR HOOPS FOR It HEIGHT NOTES 1. A 2. THE KNOCKOU' WALL ICKNESS THAN 26'. KI MAXIMUM KNOCKOUT SIZE THICKNESS OF 2 in ft. IN EACH PROVIDE A 1.5 ALL METAL KNOCKOUT WA 48' AFTER THE PIF 36' JOINT MORTAR 0.23 0.15 SPECIFICATION 3. THE MAXIMUM 42" THE LOWEST P 4. THE FRAME AN 60' THE FLANGE U 8' CAST INTO THE 5. THE PRECAST 0.25 FLOOR, AND P 6' RATE OF 1:24 6. THE OPENING ; 0.24 THE PRECAST I 7. ALL PICKUP H( 12' THE BASIN HA; CATCH BASIN FRAME AND VANED GRATE OR MANHOLE UNG AND COVER HANDHOLD AD21151YENI ff CON SUB TOP 48' S4. 60' 72• B4' EN MORTAR (TYR) !L 3TEFL (TYP.) 0' WNG 12 GRAVEL BACKFlLL FOR PIPE ZONE BEDDING 2 CATCH BASIN TYPE 1L NOT TO SCALE PER WSOOT 8- 540-00 y3 E Wil�li(b•1 SHALL HAVE A WALL N TO 2.5" MAXIMUM. THE FINISHED GRADE TO JRED 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 FACIUTATE 3. CLEANING. THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. A KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL ICKNESS BASE ICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 2 in ft. IN EACH SEPARATE B ALL METAL IN GRAL BASE 48' 4' 6' 36' 8' 0.23 0.15 54' 4.5' 8' 42" 8' 0.19 0.19 60' S' 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' 1 12' 1 84" 1 12' 1 0.39 1 0.29 PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSS% SOLID WALL PVC® PROFILE WALL PVC® 48' 24' 30' 24' 54' 30' 36" 30' 60" 36' 42' 36' 72' 42' 54' 42' 84" 54' 60' 54' 36" 48' 96' 60' 72' 60' 36' 48' tOCORRUGATEO POLYETHYLENE STORM SEmB PIPE (STD. SPEC. 9- 05.20) (1) (STD. SPEC. 9- 05.12(1)) ((SRI. SPEC 9- 0512(2)) 4 CATCH BASIN TYPE 2 NOT M 1/2' WIDE, RAISEI APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS NOTES: CONTRACTOR TO PROVIDE DRAIN BASINS OR INUNE BASINS AND APPROPRIATE GRATES AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS) OR APPROVED EQUIVALENT AT THE LOCATIONS SHOWN ON THE PLANS. INSTALLATION SHALL BE DONE PER THE MANUFACTURERS RECOMMENDATIONS. 5 YARD DRAIN NOT TO SCALE 10' 6 CLEAN OUT NOT TO SCALE PER MOT B- 85AG -00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 o a � o w_ g o 0 a � ik I ry a 0 C5 z /4. SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FA2;(253) 5730142 www.ounden9inc.com w sound @soundengi.K.eom PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 4280000 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN: VSISSECK BY QRI 1FH 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 1ND SUBMITTAL DEC 0 8 2008 rn 3 Uri Q H w 0 I m tri E 0 n a n m 0 0 N 0 d 0 ALTERNATE PIPE LOCATION (TYP) (SEE NOTE 6) INLET PIPE (SEE NOTES 5 &6) CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, Wx CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER EQUALITY NOTES AND DETAILS INLET BAY BALLAST (SEE NOTE 8) COUPLING (TYP) (BY CONTRACTOR) F., OUTLET PIFE (SEE NOTES 5 &6) p e A I-- \_ _. OUTLET BAY FILTRATION BAY 8'x 16' STORMPILTER - PLAN VIEW 1 1 30 "0 FRAME AND COVER (TYP) (SEE NOTE 4) GRADE RING (TYP) FLOW SPREADER BAFFLE WALL (TYP) (TYP) LADDER T-6" MIN (SEE NOTE 7) ENERGY STORMFILTER �_ UNDERDRAIN DISSIPATOR CARTRIDGE(TYp) MANIFOLD (SEE NOTE 2) 8'x 16' STORMFILTER - SECTION VIEW A 1 THE STORMWATER MANAGEMENT Sto,mFilter® U.S. PATENT No, 5,322,629. No.5 ,707,529, no 6,027,839 No. 6,649.048, No, 5,621,576, AND OTHER U.S. AND FOREIGN 02006 CONTECH Stormwater Solutions PATENTS PENDING AI�IT!'ALI� 8' x 16' PRECAST STORMFILTER DRAWING IL V40 ��^ PLAN AND SECTION VIEWS STORMWATER SOLUTIONS. STANDARD DETAIL 12 contechstormwateccom PATE 09129105 SCALE NONE FILE NAME SFe, fi -PGDTL DRAWN: MJW CHECKED: ARG APPROVED FOR CONSTRUCTION BY: DA DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: C� CONTECH 8' X 16' STORMFILTER CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 u 0 u w So 0 a � 'I- z z g 0 0 z SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FAX:(253) 5739142 www.wundengin<.mm - wendpwundmginc.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: )HAUG @SOUNDENGINCCOM DRAWN: V SISSECK BY DR: JFH 072108 BY DATE SCALE; NTS DATE: 07,30.08 PROJECT #: 07118 ET NAME: WATER QUALITY NOTES AND DETAILS C24 SHEET 24 OF 31 2NOSUBMITTAL 0 EC 0 8 2008 GENERAL NOTES 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548 -4667; 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 "0 8'x 16' PRECAST 30 FRAME AND COVER (TYP) STORMFILTER DATA (SEE NOTE 4) STRUCTURE ID SF WATER QUALITY FLOW RATE Cfs 0.68 PEAK FLOW RATE lots) 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 li (SEE NOTE 8) PIPE DATA: I I.E. MATERIAL DIAMETER INLET PIPE #1 344.20 ADS 12" INLET PIPE #2 N/A O 'Q� HEIGHT L OUTLET PIPE 338.20 ADS 12" RIM UNDERDRAIN WIDTH -- [-- j MANIFOLD 346.17 FLOW 346.25 8'x 16' STORMFILTER - SECTION VIEW f B 2 LADDER YES /NO ANTI - FLOTATION BALLAST WIDTH I HEIGHT N/A N/A NOTES /SPECIAL REQUIREMENTS: -- 5' -3" 5' -6" 6 -3" -- 1 4' 18' THE STORMWATER MANAGEMENT SlomFillerO U.S. PATENT No 5,322,629, 8'x 16' STORMFILTER -TOP VIEW 1 No. 5,707,527, No 6,027,639 No. 6,649,048, Na. 5,624.576, AND OTHER U.S. AND FOREIGN 02006 CONTECH Stormwater Solutions PATENTS PENDING AI��ITCAIJ" 8'x 16' PRECAST STORMFILTER DRAWING G�1 ►�i� r�:7 TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER -� SOLUTIONS. STANDARD DETAIL 212 contechstormwater.mm DATE:09129105 SCALE:NONE FILE NAME: SF816 PC -DTL DRAWN: MJW CHECKED'. ARG C� CONTECH 8' X 16' STORMFILTER CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 u 0 u w So 0 a � 'I- z z g 0 0 z SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS , LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040 - FAX:(253) 5739142 www.wundengin<.mm - wendpwundmginc.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: )HAUG @SOUNDENGINCCOM DRAWN: V SISSECK BY DR: JFH 072108 BY DATE SCALE; NTS DATE: 07,30.08 PROJECT #: 07118 ET NAME: WATER QUALITY NOTES AND DETAILS C24 SHEET 24 OF 31 2NOSUBMITTAL 0 EC 0 8 2008 0 0 SIZE q g 1 1/2" 2" zl i �I METER BOX 1 1/2 " -2" POLYETHYLENE LINE 1 1/2 " -2" MALE ADAPTER 2" RESILENT BALL VALVE WEDGE (CURB STOP) ' -SERVICE SADDLE ROMAC 202S OR APPROVED METER BO% Bo - 1 ncr 17 READER LID BOX - PRO 1730 % L BASE OR APPROVED EQUAL BALL VALVE 4 , r CURB c 1 GAUGE CK VALVE INSULATED > ° <' y). BALL VAL' A COPPER v '. --� TONING WIRE 4 d o METER —U WRAPPED 1 1/2" - BI1 -666 REST AROUND THE 2" - 811_777 PIPE (SEE 1 7/2" - C56 - 66� GENERAL 2" - C86 - 77 NOTES N0. FORD PACK JOINT 7) 8;7FFORIDBALL BID TYPE B 1 LINE (USE 200 LIPS DRISC0 PIPE LYETHYLENE PIPE) VALVE I WITH PACK JOINT & FEMALE 1 1/2 " -2" MALE I.P. THREADS NIPPLE SERVICE SADDLE 1 17" I -_1 B 12" BY -PASS VALVE W /LOCKABLE CAP 1407ES: CITY OF YELM, WASHINGTON 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS. -- -- 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/2 2 r1 TO '7 1p GASKET AND I.P. THREADS. L 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FORD VBH 76 -15813 OR EQUAL 2" - FORD VBH 77 -15817 OR EQUAL —A—PPs�RO�p�' DWG. N0, 4. ALL 1 1/2" AND 2" SADDLES WILL BE } 2" TAPS WITH BRASS 2" NIPPLE AND PUBLIC WORttS DIRECTOR DATE 6-3 2" RESILIENT WEDGE GATE VALVE AND 910 _ HOUSING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. DATE es EC P 4/2007 11/2' TO 2' METER SERVICE 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 } a / 2, ° v 1' SIDE FRONT VALVE MARKER POST V, 4" DIAMETER SCHEDULE DEPT. OF 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) TYPICAL 20 STEEL POST FILLED TRENCH & BEDDING WITH CONCRETE DWG. N0. NOTE: DATE 6-15 DES. 1. LOCATE POSTS 3' FROM HYDRANT • ORD. DO NOT BLOCK HYDRANT PORTS TOP VIEW TOP !VIEW 2. PIPE TO RECEIVE ONE PRIME COAT 7 4/2007 AND TWO COATS OUTDOOR OIL BASE T�l I WYE ENAMEL (SAME COLOR AS HYDRANT - Yi p SEE DETAIL 6 -7) SIDE 'VIEW SIDE VIEW CITY OF YE LM, WASHINGTON CEMENT CONCRETE CROSS DEPT. OF PUBLIC WORKS HORIZ. BEND CLASS 3000 VALVE MARKER POST & 1' HYDRANT BOLLARD DETAIL APP HYDRANT BOLLARD DWG. NO. l�� --- PUBLIC WORKS DIRECTOR DATE 6-12 DESK OWN. CKD. DATE ES JEG TP 4 /2DD] VALVE MARKER 3 NOT TO SCALE BOLLARD CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTES AND DETAILS Top view operating nut 14 I---- Limits of payment �_a.s MIN. `70 Paint Hydrant Weather shield iw Sun Yellow High and Hydrant Lo:k y Grade Enamel Bonnet M 13312 - 21/2"Hose connection with threads I HYDRANT OFFSET ._--,41/2 "Steamer connection with NST threads See valve box and & 5" Stor'.c adapter valve Stem detail- 4 S -37 w /SC cap 6 -11 �4 er• P 18 "-Z4" I — I ( Ground L — s�Q :ill Inc. Meqaluc • �:: �io� II II ueeysee �i.. ass oz ductile iron pipe cut 10 length 6" gate valve, FL % MJ ---- See note below Varies - 4 "x8 "x16" concrete block Hydrant shoe Backfill to top of drain ring hcusi ng bolts with 2" washed rock as :shown Plastic barrier between 6' x 6' sheet of I1 mil. plastic or :on- thrust block and tee Notes struction to bric, covering 2' washed rock Concrete thrust block I. Hydrants shall be located cast Oplace against accordance with Section 6.00 60. fitting g only In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. CITY OF YELM, WASHINGTON 2. Hydrants shall be Dresser M & H Rellant style 929, Clow Medallion or DEPT. OF PUBLIC WORKS American AVK Series 2760 or Mueller Centurion FIRE p 3. Gate valves shall be resilient Wedge FIR \� E DRANT NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. _ Valves shall conform to AWWA 509-80. APPRQVrD OwG. N0. Valves shall be Mueller M &H, Kennedy, r Clow R/W or Waterous Series 500, PUBLIC WORKS DIRECTOR DATE 6 -7 4. Fire Hydrant Jock payment is required DES. OWN. CKD. DATE city will order and install ES JEG Tp 4/2007 FIRE HYDRANT 2 NOT nl SCALE STANDARD BLOCKING DETAIL 4 NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL K, FIRE DEPARTMENT CONNECTION NOT TO SCALE YELM DETAL 6-4.4 0 z � � V a w w 0 a � z !� ro z 0 a z z y I r RESTORA71ON DEPTH TRACE TAPE 11" TO 16' UNDER �� R 0 A ' VARIES. THE FINAL GRADE. SEII SOUND ENGINEERING, INC. TRENCH BACKFILL TRACER WIRE (SEE GENERAI. CIVIL ENGINEERS H LAND PLANNERS SEE NOTE L 2, 3 (WATER NOTES NO. 7) & 1102 COMMERCE ST., SUITE 300 5 6" MIN, TACOMA, WA 98402 . PRONE; (233) 5730040" FA%:(233)373 -0147 www.oundenginc,commsoundlsoundenginc.com BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: I. 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 6- INCHES, 4, PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMEP UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWG. N0. PUBLIC WORKS DIRECTOR DATE 6-15 DES. OWN, • ORD. DA IE TOP VIEW TOP !VIEW TOP VIEW 7 4/2007 I WYE \ SIDE 'VIEW SIDE VIEW SIDE VIEW \Y TEE CROSS GATE VALVE HORIZ. BEND •F� \� pw I I .r� \:�� \�� \SS`s TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLU�G� PLUG PLUGS i 45" — 90" VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: 1. STANDARD CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPR V9QL DWG. N0, 3, ANCHOR REBAR SHALL DIAMETER. BE 5/8" MINIMUM K PUBLIC WORKS DIRECTCKD. - 6- 1 3 DATE DES. DWN. DATE ES JEG IF 4/2007 STANDARD BLOCKING DETAIL 4 NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL K, FIRE DEPARTMENT CONNECTION NOT TO SCALE YELM DETAL 6-4.4 0 z � � V a w w 0 a � z !� ro z 0 a z z y I r RESTORA71ON DEPTH TRACE TAPE 11" TO 16' UNDER �� R 0 A ' VARIES. THE FINAL GRADE. SEII SOUND ENGINEERING, INC. TRENCH BACKFILL TRACER WIRE (SEE GENERAI. CIVIL ENGINEERS H LAND PLANNERS SEE NOTE L 2, 3 (WATER NOTES NO. 7) & 1102 COMMERCE ST., SUITE 300 5 6" MIN, TACOMA, WA 98402 . PRONE; (233) 5730040" FA%:(233)373 -0147 www.oundenginc,commsoundlsoundenginc.com BEDDING MATERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: I. 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 6- INCHES, 4, PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMEP UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWG. N0. PUBLIC WORKS DIRECTOR DATE 6-15 DES. OWN, ORD. DA IE ES JEG m. 4/2007 TER MAIN TRENCH & CALL 48 HOUJDIG BEFORE YOU 1- 800 - 424 -55 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: V SISSECK BY OR:)FH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT M: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C25 SHEET 25 OF 31 2ND SUBMITTAL DEC 0 8 2008 WATER MAIN INSTALLATION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO Ab[Y WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTIUTIES, 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 UNED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H REUANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALUON OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WTH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERMCES SHALL BE INSTALLED NTH 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 "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WRE (PAIGE -UP" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WRE CONNECTIONS SHALL USE WIRE NUTS AND A DER SPUCE KT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WTH 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 WLL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FlTTINGS 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 UST" 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 APPUCABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16.ANY REMSIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS 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. - RECESSED HANDLE TYPE _ COVER 3, A 3, IT 4" I INLAND FOUNDRY ,#248 6 3 4 VALVE BOX WITH GLASS 3000 10 8 3/4" "'�� WATER" CAST IN LID CONCRETE PAD ` , OR OECD 910 SECTI#OyN y' FINISHED GRADE NA OUTSIDE PAVED AREA - 6 - TRACER WIRE I o� -10° OR 18" SEAL WITH AR4000W -6" SOR 21 PVC PIPE CONFORMING TO ASTM ACP u o I 3034, RISER PIPE TO BE CSTC a u PLUMB AND CENTERED 1 > s OVER VALVE STEM. Z u n BALLAST VALVE STEM RISER 0.5' CONCRETE CL 3000 REQUIRED WHEN MAX. 36" IS EXCEEDED INSIDE PAVED ROADWAY I\ (LENGTH VARIES) NOTE:. ',2" THICK ALL VALVES MUST HAVE 14 CURED INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, --GATE VALVE SHOWN - SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND UNION O VALVE OPERATING NUT OR 1 7/8" 4. X 1 7/8" X 2" HIGH GRADE STEEL CONCRETE WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON 0 3/16" Thk X 5 1/5" CIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O RAL VALVE BOX STEELXTU TUBING TOOFT OPERATING SEE It NUT. LENGTH AS REQUIRED. DRAIN TO DAYLIGHT Av^ PBOv DWG. N0. NOTE, ALL WELDS TO SHAFT SHALL BE 1/4" _ PUBLIC WORKS DIRELTOR DATE B -1 1 FILLET WELD ALL AROUND. DES, OWN. CND. DATE eS ]EC TP 4/2007 STANDARD VALVE BOX 2 NOT TO SCALE Do 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTES AND DETAILS RPBA NOTE CONTRACTOR SHALL COORDINATE NTH FIRE SYSTEMS DESIGNER ON EXACT SIZE OF RPBA NEEDED. IF A SIZE OF 3" OR LARGER IS REWIRED, CONTRACTOR SHALL USE CITY OF YELM STANDARD DETAIL 6 -18. EB z z 2' TYP. N a R GROUND TAPPING VALVE GATE VALVE FL x MJ STAINLESS STEEL FL x MJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE TEE SUPPORTED AND SACKFILLED AS SHOWN BELOW- RIGHT. 1/3 DIAMETER OF PIPE CONTROLLED DEN'.ITY BACKFJ T� 2- POURED WIDTH Of' TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT 3E PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. 3 CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION TO EXISTING MAIN APPROV DWG. NO. PUBLIC WORKS DIRECTOR DATE 0 -10 DES. DAN. CKD. DATE ES JEG TO 4/2007 CONNECTION TO EXISTING MAIN 1 NOT TO SUE PER mm 6 -10 (5) i5i GRAVEL BASE MATERIAL LIST: ',2" THICK 4 g C4 `� MORTAR 2. 90' BEND MASnG AN PLASTIC 2 OR UNION FAR 4. NIPPLE CONCRETE 5. SHUT -OFF VALVE 6. BOX 2- GATE VALVE 'MTM 7. RELIEF VALVE O BIOG 8. TESTS COCKS SEE It 9. DRAIN TO DAYLIGHT IO.PLUGS IN TEST COCKS 80M WITH METAL uO GENERAL NOTES: / A. THOROUGHLY FLUSH LINES PRIOR TO 12' MIN. DR DOUBLE C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 SIG D, SERVICE FOR FURTHER INFORMATION. AL PLAN VIEW AND D. DO NOT INSTALL IN AREA SUBJECT TO F.00DING. FLOW FOR DUAL SERVICE TD FIRE DEPT CONNECTION M. RCMOVEABLE DOORS, SEE DETAIL P 6 -A.2 FIq SSHGQ R/W LINE „I FLOW 1 2 /Z- GRAVEL BASE MATERIAL LIST: ',2" THICK 1. SERVICE LINE MORTAR 2. 90' BEND MASnG AN 3. UNION FAR 4. NIPPLE SADDLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 2- GATE VALVE 'MTM 7. RELIEF VALVE O BIOG 8. TESTS COCKS SEE It 9. DRAIN TO DAYLIGHT IO.PLUGS IN TEST COCKS 80M WITH METAL uO GENERAL NOTES: / A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = DR DOUBLE C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 SIG D, SERVICE FOR FURTHER INFORMATION. AL PLAN VIEW AND D. DO NOT INSTALL IN AREA SUBJECT TO F.00DING. 3 'LAN N °ROFILE � 1 / TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER APERQVEQ_ OWWC. NO. PUBLIC WORKS DIRECTOR DATE 6-17 DES. DW'N. CKD. DATE KR JEG TP 4/2007 REDUCED PRESSURE BACKFLOW ASSEMBLY • 2' OR SMALLER 3 NOT TO SG LE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL DOUBLE DETECTOR CHECK VALVE 4 NOT TO SONS PER YELM 6-4 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALL- A1'ION 1. INSTA"11ON 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, PITH EDITION MANUAL OR CURRENT ADDITION. 2. BACKFLOW 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 TO: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. S. 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. B. 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 15 REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS LOCATED FURTHER THAN 18 FROM THE LOOPED WATER LINE SUPPLY. NOT TO SCALE PER YEW 6 -4.3 DOUBLE DETECTOR CHECK VALVE NOTES ,PPROV MEGA LUG MEGA LUG RING w LkN m NrtN D RING MORTAR SEAL WITH - MASnG AN DATE MORTAR FAR DOUBLE STWP 4/2007 SADDLE FL On FgOM M IN- J /9' (DCVA) eurc 2- GATE VALVE 'MTM lO L 1' OPEN NUf O BIOG 2• BOA SEE rvOTC 7, 6 -9.] SEE It SUMP. SE£ FOTE 9 B -10 CONCRETE METER 12. 80M WITH METAL uO / R/W LINE PRECAST CONCRETE VAULT DR DOUBLE BUILDING SIG D, SERVICE AL PLAN VIEW AND MORTAR FLOW FOR DUAL SERVICE TD FIRE DEPT CONNECTION M. RCMOVEABLE DOORS, SEE DETAIL P 6 -A.2 FIq SSHGQ R/W LINE =1 Ht ` n -III -O 1 ..IFRECAST CONCRETE VAUI & LID I ] MIN r Rov- SEE DETAIL B 6 -4.2 NSA up e• BoA woaL Ic. I�gDDER MEGA LUG W,ID - u ok TW. sEf Cm BID NO. 30].2 FLANGE RING COUPLING DI ADAPTER UL WITH MASRL AND - - MORTAR FLOW - MEG. LU1 RING I -�-2' V, ADIUS�ABIT STEEL 12' MIN. PIPE SUPPORTS SEE NOTE 8 30" MAY [,�L IAH M/$i, MORTAR r ` .S 12 MIN. 1 1/3 L_ _ - - _ _ __ - _ _ _•_ A ,./ WASHED ROCK J VALVE AT MAIN FLOOR TO SLOPE SUMP, SEE NDIE 1 TO DRAIN CITY SID, JA03.2 CITY OF YELM ECTIO DEPT, OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE APPROVED DWG, NO. 6-4 PUBLIC WORKS DIRECTOR DATE DES. DW CKD. DATE ES DEC TP 4/2007 DOUBLE DETECTOR CHECK VALVE 4 NOT TO SONS PER YELM 6-4 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALL- A1'ION 1. INSTA"11ON 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, PITH EDITION MANUAL OR CURRENT ADDITION. 2. BACKFLOW 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 TO: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. S. 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. B. 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 15 REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS LOCATED FURTHER THAN 18 FROM THE LOOPED WATER LINE SUPPLY. NOT TO SCALE PER YEW 6 -4.3 DOUBLE DETECTOR CHECK VALVE NOTES ,PPROV DWG. NU. I fINJGE 6 -4.3 'UBLIC WORK$ DIRECTOR GATE MMIORCOUPLING 1$ MIN. COUPLING ADAPTOR I OS -Y N0. 1 N 2 OS -Y DWN KD. DATE ES G.i[ LNECR LX CM WiF ` MIN. _ s IP 4/2007 accx MIN. J /9' (DCVA) eurc 5 /B' WADE METER, SEE rvOTC 7, 6 -9.] SUMP. SE£ FOTE 9 IV WIN. -� 12' MIN. PRECAST CONCRETE VAULT SEE DETAIL N 6 -4.2 DOUBLE DETECTOR CHECK VALVE 4 NOT TO SONS PER YELM 6-4 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALL- A1'ION 1. INSTA"11ON 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, PITH EDITION MANUAL OR CURRENT ADDITION. 2. BACKFLOW 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 TO: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. S. 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. B. 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 15 REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS LOCATED FURTHER THAN 18 FROM THE LOOPED WATER LINE SUPPLY. NOT TO SCALE PER YEW 6 -4.3 DOUBLE DETECTOR CHECK VALVE NOTES ,PPROV DWG. NU. -�- 6 -4.3 'UBLIC WORK$ DIRECTOR GATE DES. DWN KD. DATE ES JEG IP 4/2007 CHECK VALVE NOTES CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w E3 a o � a o 0 a � z 4 rn z � o z U O C z a a L9 Al SOUND ENGINEERING, INC. CIVIL ENGINEERS -tAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5]30040 " 111673 -0142 wwwsountlenginc.<om , sauntl6soundenginc.wm PROJECT'. CREEK ROAD MIXED USE CLIENT YELM CREEK BLDG.S LLC 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0000 FAX: (253) 420 -0172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: )HAUG @GOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 072108 BY DATE SCALE: TUTS DATE: 07.30.08 PROTECT >t: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C26 SHEET 26 Of 31 2NBS1lBM11TAi oEc o 81008 FROM. HOUSE EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS /�NEQUIRE ON-PROTECTED AREAS (LAWNS, ETC.) REQUIRE SERVICE BOXES CARSON OR RICH 2' -0' TAIL ( ) ABOVE GROUND- EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT STANDPIPE NEW 71( PVC SEWER PVC CIO._ __ LINE (TYP) (3034) DOUBLE 2% SLOPE TO TANK SWEEPING TEE - FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED EQUAL TOP OF STEP TANK BAFFLE DEPT. OF PUBLIC WORKS TYPICAL CONNECTION PA PRO DWG. NO. 1 \ �_7 PUBUC WORKS DIRECTOR DATE DES. DWN. CK DATE JY JEG TP 4/2007 TYPICAL CONNECTION FROM BUILDING TO STEP TANK NOT TO SCALE FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP 1 1 "31/4' ALL LIDS 2' MIN FINISH GRADE � TYP. I SLOPE TO NAD -- �- ---- -� , GRADE I NATIVE 14 GAUGE COPPER GRADE PVC RISER. TONING WIRE. 2' -0" SYSTEMS, INC., O TAIL INTO RIDER INC., OR EQUAL ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON - TRAFFIC BEARING TANKS) IUOTE: BOER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND ED SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPfl_TcD� DWG. NO.o PUDUC WORKS DIRE TC OR DATE 7- 1 S DES. 0. JY JEG TP 4/2007 t TYPICAL STEP TANK RISER � NOT ro SCALE 0 U d CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S.T.E.P SEWER NOTES AND DETAILS TO EXISTING GE TONING TO STEP TANK CONNECT TO EXISTING PVC SERVICE LINE I" KBI HALL VALVE, SL x 1" CHECK INSTALLATION NOTE ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED Y APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLEO IN CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14188 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER' (USE IN NON - TRAFFIC AREAS) 14 GA. OF HEAVY INSULATEO COPPER TONING WRE ALL TONING WIRE S UGES SHALL -T BE CONNECTED BY USING KR5 MANUFACTURED BY 3M 1 STEP MAIN 1' SCHEDULE) 40 PVC SWP PVC SWING CHECK VALVE SL z SL 1' KBI FALL VALVE. SL x SLJ 1' PVC NIPPLE, SL x SL- 1' x MAIN CIA. PVC REDUONG TEE SL xSLx TH OR PIPE GAGGLE - TYPICAL 1" SERVICE CONNECTION APPRO \ED DWG, NO Ta: - 7 -1 PUBLIC WORKS DIRECTOR DATE pTE JY JEC TP 4/2007 NOTE THIS PROJECT USES 2' SERVICE LINES. PIPE SIZE CAUDUTS IN THIS DETAIL TO BE INCREASED ACCORMNGLY. TYPICAL 1' SERVICE CONNECTION FROM STEP TANK TO FORCE MAIN 2 NOT TO SCALE TRAFFIC BEARING LID 6 NOT TO S FF CONTRACTOR TO EPDXY TWO 1' MANHOLE RING AND COVER. ' PVC PIPE PIECES 1" LONG TO MARK FIBERGLASS LID FOR LIFTING CONCRETE COLLAR CUSTOMER W/ BOLT ON FIBERGLASS _e 1" 2. 6. 14 GA. COPPER TONING INSULATION BE WITHIN 1'3 1/4' WIRE 2' -0' TAIL INTO COMPACTED BACKFILL RISER \ X `RISER WITH FIBERGLASS I LID GRENCO SYSTEMS, 000 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 • CITY OF YELM SLOPE UP y' DEPT. OF PUBLIC WORKS X TRAFFIC BEARING K LID 1" SCHEDULE 40 PVC APPROVE DWG. NO. V PVC ELL. SLxTH 48' FIBERGLASS PIPE TANK ACCESS OPENING V SCHEDULE 80 PVC (PT NIPPLE PUBLIC WORKS DIRECTOR DATE SELF TAPPING PVC SADDLE DES. OWN. CKD. . ROMAC MODEL 304 OR EQUAL JY JEG TP 4/2007 TRAFFIC BEARING LID 6 NOT TO S FF TYPICAL SEWER Q AUTOMATIC AIR RELEASE VALVE ` NDT ro SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: FINISHED GRADE 30 "0 RISER- ALARM HIGH LEVEL 1" AIR RELEASE VALVE OR LAC ON /OFF (4.5' DRAWDOWN ON TO OFF) 2' COMBINATION AIR RELEASE MARK VALVE & VACUUM VALVE 21'0 RIBBED PVC RISER CUSTOMER W/ BOLT ON FIBERGLASS C.S.I. SINGLE WALL FIBERGLASS TANK LID BY ORENCO OR EQUAL 2' RIGID FINISH DRAW SHALL G INSULATION BE WITHIN 1'3 1/4' CARBON FILTER OF TOP OF UP. EXISTING GROUND 3 X 1 -WAX. I 2' PVC OUTLET PIPING 000 6,000 14 GAUGE TONING WIRE K C.S.I. PRECAST DEADMAN ANCHOR WITH EYEBOLTS 1/2" PVC TRUE UNION BALL VALVE - i Y' PVC TRUE UNION BALL VALVE 1 SEPTIC FILTERS WITH HIGH LEVEL FLOAT ASSEMBLY • I SLOPE UP y' 23.5' FIBERGLASS COLLAR WITH TANK ACCESS OPENING X 333.55 K POLYPROPYLENE 1" SCHEDULE 40 PVC STRAINER V PVC ELL. SLxTH 48' FIBERGLASS PIPE TANK ACCESS OPENING V SCHEDULE 80 PVC (PT NIPPLE GH SELF TAPPING PVC SADDLE TANK BOTTOM MOUNTING BRACKET ROMAC MODEL 304 OR EQUAL MINIMUM OF 0' PRESSURE SEWER MAIN OF PEA GRAVEL X BACKFILL FOR M DRAIN NOTE: 342.00 PLACE IN A NON- TRAFFIC AREA. 48' RISER WITH COVER UNION JOINTS SHALL BE SOLVENT CITY OF YELM WELDED. CITY TO FIELD LOCATE. DEPT, OF PUBLIC WORKS 345.25 TYPICAL SEWER AUTOMATIC CONN 2 AIR RELEASE VALVE 10 A `PROVED DWG. NO. 350,59 7-12 337,50 PUBLIC WORKS OIRECTm DATE DES D KD. T JY JEG TP 4/2007 I TYPICAL SEWER Q AUTOMATIC AIR RELEASE VALVE ` NDT ro SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: FINISHED GRADE 30 "0 RISER- ALARM HIGH LEVEL EQUIPMENT LISTING AND SUPPLIER LAC ON /OFF (4.5' DRAWDOWN ON TO OFF) 6 MARK EQUIPMENT LISTING AND SUPPLIER 6" CUSTOMER LEAD ON /OFF C.S.I. SINGLE WALL FIBERGLASS TANK X (4.5' DRAWDOWN ON TO OFF) G 6' PVC INLET PIPING WITH SANITARY TEE LOW LEVEL ALARM BC B REDUNDANT OFF X 346.85 I 2' PVC OUTLET PIPING 000 6" MIN. BEDDING FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT PRO DWG. NO. O GATE 7 -14 BLIC WORKS DIRECTOR DES. WN. CKD. I DATE JY JEG TP 4/2007 FLOAT SETTING VAULT DIMENSIONS r� FOR A DUPLEX PUMP VAULT A Nor ro SCA1F MARK EQUIPMENT LISTING AND SUPPLIER CSI CUSTOMER MARK 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 6 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 7/6 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 DETAI C2 L A T 7 Eb 7 H -20 LOADED TRAFFIC BEARING LID SEE DETAILS 56 027 OUTLET RIM EL =SEE TABLE A 2/3 OF TOTAL LENGTH J N G TOP VIEW TYP. CONNECTION FROM STEP TANK TO FORCE MAIN SEE DETAIL 2 C27 0.\ WATER = L`J LAC PUYP ON EL= LAG PUMP OFF d= E' I F10 PIIYP ON Fl ='0' T (LIQUID LID ELF11 I RA P IMP OFF FI =•C' IOW I FUR Al ARY FI _R' a F6 B w g a o 0 a � I n R R SOUND ENGINEERING, INC, CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (22)573 -0040 . FAX:(253) 573 -0142 W W w.mndengmc.wm - round @wundenginc.mm PROJECT: I CREEK ROAD MIXED USE CLIENT: B K YELM CREEK BLDG.S LLC. L 240 STADIUM WAY SOUTH TANK BOTTOM EL =000 (BASEUNE FOR TABLE 8) TACOMA,WA 98402 SEE TABLE A FOR SPECRIC INFO RATION TEL: (253) 428-0800 FAX: (253) 4288172 EMAIL: m_e 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 p4 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 34910. 344.20 338.00 BC 81000 8 347.01 346.85 341.85 336.00 D 6,000 8 34632 346.50 341.00 335.50 E 10,000 10 346.55 346.35 341.05 333.55 F 10,000 10 347,10 347.00 342.10 334,00 GH 10,000 10 346.30 346.20 340.80 33320 IJ 12,000 10 347.55 347.45 342.00 334.45 COMM 1 12,000 10 350.75 350.72 345.25 337.70 CONN 2 12,000 10 350.59 350,59 345,25 337,50 TABLE B GENERAL TANK INF❑RMATI ❑N TANK I 'A' I 'B' 'C' 'D' 'E' 'F' 'G' 6,000 GAL 3.60 4.10 4.60 4.98 5.10 5.48 5.60 8,000 GAL 3,60 4.10 4.60 4.98 5.10 5.48 5.60 10,000 GAL 4.40 5.30 5.80 6.18 6.30 6,68 6.80 GAL (BLD (BLDG IJ) 4,40 5.30 5180 6.18 6,30 6.68 6.80 12,000 GAL 4.80 5,80 6.30 6,68 6.80 7.18 7,30 (COMM362) TYPICAL S.T.E.P. TANK CONFIGURATION E NOT TO SCA E WWW.d)NTAWMENTSOWTK)NS.CW 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: JFHI 072108 BY DATE SCALE: NIS DATE: 0730.08 PROJECT 4: 07118 SHEET NAME: S,T.E.P. SEWER NOTES AND DETAILS C27 SHEET 27 OF 31 ?ND SUBMITTAL I?FC 0 8 2008 3 O J ., (ri 1 E 0 0 N r I 0 0 N 0 0 TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET JIO AWG COPPER 250 FEET y8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS `—PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM _ —ALARM LIGHT AND SILENCE BUTTON l "C, 8 -02 TO STEP TANK - SIMPLEX 1'2 "C, 13 -Al2 TO STEP TANK - DUPLEX 17—g12 TO STEP TANK - TRIPLEX DEPT. OF PUBLIC WORKS TYPICAL PUMP PANEL APPRCONTROL NQ SEE RESTORATION 7 -6 PUBLICIRECTOR DATE DES. WY. CKD. OAT' JY JEG I TP 4/2007 �.1 TYPICAL PUMP CONTROL PANEL NOT TO SCALE VALVE NUT EXTENTIONS REQUIRED VALVE BOX, RICH NO 910 TO BRING NUT TO WITHIN 12" OF OR EQUAL W/ COVER THE SURFACE, MARKING TO READ "SEWER "� " -H 1 1/2" CIA. 1. CONCRETE SLAB 2' x 2' TYP. CENTERED ON VALVE TONING WIRE. BRING TO w/ 4 -A4'S EACH WAY TOP SURFACE M VALVE BOX 6` PVC PIPE ASTM DRILL 1/2" HOLE OR SLOT D -3034 (WHITE) FOR WIRE GATE VALVE, MJ x MJ PVC SEWER MAIN 2 - y4 BARS DO NOT COVER BOLTS W/ CONCRETE UNDISTURBED NOTE: 2" & 3' VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE A "S. DWG. NO. PUBLIC WORKS DIRECTOR nAT, 7 -21 JY I JEG I TP TYPICAL SEWER 3 MAIN LINE GATE VALVE 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 SFT.EFP. SEWER NOTES AND DETAILS SANITARY SEWER MAIN INSTALLATION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS 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 (WSDOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -80G- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVI:NT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12' TO 18' UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED 'SEWER' WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 'D: OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED 'POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF 111E BACKFILL MATERIAL SHALL BE REQUIRED IN 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. 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. 11 PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REWIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE 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 CONTROWNG POWER TO PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL Q 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: Q)TANK INSTALLATION, I.E.; BEDDING AND LOCATION b)TANK INFILTRATION, EXALTRATION TEST c)S.S. PRESSURE TEST d)SERVICE LINE PRESSURE TEST e) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. RESTORATION SURFACE SURFACE THICKNESS BACKFILL/ COMMENTS/ TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE B Imo- FINISH GRADE COMPACT TO 95X SMOOTH k CONSISTANT iNT14 ExlsnNc W Z 3 MIN. GRADE B A.C. D PAGING OVER 4' CRUSHED D m cWi \ / / BACKFILL SEE ? w w S — I — I RESTORATION TABLE v a 171 MAINTAIN SIDE SLOPE AS STEEP SLOPES SHALL MATCH PUMP CONTROL AS POSSIBLE SEWER LINE d SELECT BACKFILL PIPE BEDDING FOR (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS FLEXIBLE PIPE TEXTURE. AND GRADE. LAWN/LANDSCAPE PIPE O.D. a� FINISH GRADE SHALL BE TOP SOIL COMPACT TO 85X SMOOTH & CONSISTANT PIPE µ)TM EXISTING GRADE 0.0. N/A NATIVE BACKFILL W 2 COMPACT 70 85X GRADE &SMOOTH 4, 3/4" LS CONDUITS) f .n tt i STAINLESS STEEL TWO N £ wa ELECIRICAL HOLE STRAPS AS z0 S LINE FROM TO ELECTRICAL REQUIRED TO SECURE UNDER HOUSE PANEL CONDUIT TO WALL .~ CONDUIT EXISTING GROUND TO STEP _ TANK -- J�W00LING /STEM �\ ry S [1 TANK I \ I TO STEP TANK CSBC = CRUSHED SURFACE BASE COURSE CSTC - CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORk:S TYPICAL PIPE TRENCH APP DWG. N0. PUBLIC WORKS DIRECTOR DATE OWN. CKD. CATE JY JEG TP 4/2007 RESTORATION TABLE 1 SURFACE THICKNESS BACKFILL/ COMMENTS/ TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS CRUSHED 4' CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE YOP COURSE COMPACT TO 95X SMOOTH k CONSISTANT iNT14 ExlsnNc A.C. PAVEMENT 3 MIN. GRADE B A.C. FINISH ROADWAY TO PAGING OVER 4' CRUSHED SELECT BACKFILL CONFORM TO ALL E %ISnN OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95X GRADES AND CURBS DIFFERENT TYPES SLOPES SHALL MATCH PUMP CONTROL CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95X TEXTURE. AND GRADE. LAWN/LANDSCAPE HYDROSEED/ PLANTINGS OVER q' MIN. TYPE A NATIVE BACKFILL FINISH GRADE SHALL BE TOP SOIL COMPACT TO 85X SMOOTH & CONSISTANT K N a µ)TM EXISTING GRADE UNIMPROVED SUFAGE N/A NATIVE BACKFILL MOUND BACKFILL 2' ABOVE EXISTING 2 COMPACT 70 85X GRADE &SMOOTH 4 TIYPICAL PIPE TRENCH NATIVE OR S BACKFILL AS DIRECTED B) ENGINEER, FLEXIBLE PIPE (SECTION 9 -03.16 WSDOT 1994 STANDARD SPECIFICATIONS) CITY FIBERGLASS TANK BEDDING PROVED DWG. NO. `LIC WORKS 7 -16 3LIC WORKS DIRECTOR DATE 0. DATE JY JEG TP 4/2007 �_ FIBERGLASS TANK BEDDING ip NOT TO SCALE PER YEW 7 -16 PVC PIPE THREADED APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL 0 }CV o� U d 0 o� h s -PUMP CONTROL PANEL GARAGE CONTRACIOR TO GARAGE WALL WALL SHIM, ETC. t0 ACCOUNT FOR DIFFERENT TYPES PUMP CONTROL OF Q OF SIDING PANEL - m 3/4" PVC (CONTRACTOR TO CONDUIT FORM BOTH CONDUITS K N a o: w= o z AS SHOWN FOR BOTH 2 z 4, 3/4" LS CONDUITS) f .n tt i STAINLESS STEEL TWO N £ wa ELECIRICAL HOLE STRAPS AS z0 S LINE FROM TO ELECTRICAL REQUIRED TO SECURE UNDER HOUSE PANEL CONDUIT TO WALL .~ CONDUIT EXISTING GROUND TO STEP _ TANK -- J�W00LING /STEM �\ ry S [1 TANK I \ I TO STEP TANK -LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. CI I Y OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPROV DWG NO � 7 -5 PUBLIC WORKS DIRECTOR DAYF JY I JEG I TP CONTROL PANEL INSTALLATION 2 ON SIDE OF STRUCTURE NOT TO SCALE 6" PVC PIPE ASTM D - 3034 (MITE)— �aBN SCH 40 PVC PIPE FROM VALVE W /SOLVENT WELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN RICH NO. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ 'SEWER' (TYP.) A'4 07- O.C. EACH WAY TOP DRIP 1/2° HOLE OR SLOT FOR WRE GATE VALVE SHALL BE SAME SIZE AS MAIN (MJ%MJ) TOFONC WRE CONNECT TO MAINLINE USE EXPANSION FITTINGS AS REQUIRED VALVE NUT EXTENTIONS REQUIRED TO BRING MET TO WITHIN 24' OF THE SURFACE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL END OF LINE CLEANOUT DWG N0. BUC W \ 7 -20 BLIC WORKS DIRECTOR—DATE DES. -bwN. CKD. DAT JY JCG TP 4/2007 �Q1 END OF LINE CLEAN OUT V NOT TO SCALE PER YELM 7 -20 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a z J1 1rT SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040- FAX:(253) 573 -0142 W Ww.soundengiu.m. - sound4@soundengmmm PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 4288172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: )HAUG @SOUNDENGINCCOM DRAWN: V SESECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT M: 07118 SHEET NAME: S.T.E.P. SEWER NOTES AND DETAILS C28 SHEET 28 OF 31 1NDSUBMITFAI DEC 0 81008 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON 30' CHANNELIZATION NOTES AND DETAILS CENTER LINE & LANE LINE YELLOW — CENTER LINE, WHITE r LANE LINE 1 10 30 _.. i 10' IT NO —PASS LINE & TWO WAY LEFT TURN CENTER LINE YELLOW SEE CONTRACT FOR LENGTH EDGE LINE & SOLID LANE LINE YELLOW OR WHITE SEE NOTE 2 i. SEE CONTRACT FOR LENGTH DOUBLE CENTER LINE & DOUBLE LANE LINE 1. Dotted Extension Line shall be the same color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way, and yellow on the left edge of traveled way (on one —way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Center Line shall be 12" everywhere, except 4" for left turn channeliz- ation and narrow roadways with lane widths of 10 feet or less. Local Agencies (on non —State Routes) may specify a 4" distance for all locations. The distance between the lines of the Double Lane Line shall be 4'. 4' Wide Lane Line shall be white. Wide Line shall be yellow or white as specified in the Plans. 4" OR 12" - SEE NOTE 3 )BL. CTR. LINE, WHITE - DBL. LANE LINE LINE MARKING PATTERNS NOT TO SCALE A PORTION OF WSDOT M- 20.10 -00 SEE CONTRACT FOR LENGTH OF STORAGE LANE gtl 100' 500' MAX. 50' J WHITE EDGE LINE 1WO -WAY LEFT -TURN CENTER LINE J STOPPING POINT FOR LEFT TURN LANE -- < ✓P —T 3 1 � o J N N a o o J WIDE LANE LINE DOUBLE CENTER LINE (YELLOW) o (NARROW PATTERN) e o � rn z o sv 100' TAPER F / 00 TWO -WAY LEFT -TURN yo CENTER LINE J WHITE EDGE LINE n ro J NO PASS LINE (WHEN REQUIRED) N I DOUBLE CENTER LINE (YELLOW) ` CENTER LINE ' YP.) j T (NARROW PATTERN) E 0 N LEFT TURN CHANNELIZATION N NOT TO SCALE A PORT10N OF WSDOT STD PLAN M -10-00 06 0 0 N SYMBOL & LANE I M a I I N I I SYMBOL & LYANE 1 2 0" APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with a posted speed limit of 45 mph or higher. ELLIPSE "A" I i ELLIPSE "B < ro I CENTER POINT' - OF ELLIPSES MARKING AREA 17.93 SQ.FT. GRID IS 4" SQUARE 1" - 8" 2' - 4" V - 4" - ELLIPSE "B" AXIS SYMBOL MARKINGS 3 NOT TO SCALE PER WSDOT M- 24.40 -01 (SHEET 1 1) 21 TO 25' 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. -<W— Type 2L Traffic Arrow ro I LL7 MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW CALL 48 HOUIDIG BEFORE YOU 1- 800 - 424 -55 0 �w X80 ELI w a o 0 a � z N a Z o)y;70 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST„ SUITE 300 TACOMA, WA 98402 PHONE: (253) 573- 0040 ^ FAX:(253) 573 -0142 www.soundenginc.com - 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: VSISSECK BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS C29 SHEET 29 OF 31 RD SUBMITTAL DEC o 8 2008 DIMENSION TAPER DIMENSION 170' 360' 120' 160' 330' 110' 150' 300' 100' 140' 270' 90' 130' 240' 80' 120' 210' 70' 170 180' 60' 100' 150' 50' 90' 120' 40' a I I N I I SYMBOL & LYANE 1 2 0" APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with a posted speed limit of 45 mph or higher. ELLIPSE "A" I i ELLIPSE "B < ro I CENTER POINT' - OF ELLIPSES MARKING AREA 17.93 SQ.FT. GRID IS 4" SQUARE 1" - 8" 2' - 4" V - 4" - ELLIPSE "B" AXIS SYMBOL MARKINGS 3 NOT TO SCALE PER WSDOT M- 24.40 -01 (SHEET 1 1) 21 TO 25' 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. -<W— Type 2L Traffic Arrow ro I LL7 MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW CALL 48 HOUIDIG BEFORE YOU 1- 800 - 424 -55 0 �w X80 ELI w a o 0 a � z N a Z o)y;70 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST„ SUITE 300 TACOMA, WA 98402 PHONE: (253) 573- 0040 ^ FAX:(253) 573 -0142 www.soundenginc.com - 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: VSISSECK BY QR: JFH 072108 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS C29 SHEET 29 OF 31 RD SUBMITTAL DEC o 8 2008 FOUND 3" SURFACE BRASSIE IN CONC., MONUMENT N0. GPS2 NORTHWEST CORNER SEC. 29 12/5/06 &S�Er�.yr�q'�7�y�N010 C ®1\ 1l1 V lJi'�1J PARCEL 'B' THE BONNEVILLE POWER ADMINISTRATION HAS AN EASEMENT WHICH AFFECTS PARCEL 'B' PER A.F.N. 558345 AND HAS BEEN SHOWN HEREON PER R.O.S. 3595810. THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY HAS AN EASEMENT WHICH AFFECTS PARCEL 'B' PER A.F.N. 583742 AND HAS BEEN SHOWN HEREON PER R.O.S. 3595810. THE CITY OF YELM HAS AN EASEMENT WHICH AFFECTS PARCEL 'B' PER A.F.N. 3054303 AND HAS BEEN SHOWN HEREON. PUGET SOUND ENERGY HAS AN EASEMENT WHICH AFFECTS PARCEL 'B' PER A.F.N. 3710356 AND HAS NOT BEEN SHOWN HEREON. THIS EASEMENT IS 10,00 FEET IN WIDTH CENTERED OVER FACILITIES AS CONSTRUCTED. THE CITY OF YELM HAS AN EASEMENT I WHICH AFFECTS PARCEL 'B' PER A.F.N. 3734506 FOR SEWER SERVCES. THIS EASEMENT HAS NOT BEEN SHOWN AND IS CONSIDERED BLANKET IN NATURE. THE CITY OF YELM HAS AN EASEMENT WHICH AFFECTS PARCEL 'B' PER A.F.N. 3734506 FOR FLOODPLAIN MANAGEMENT. THIS EASEMENT HAS NOT BEEN SHOWN AND IS CONSIDERED BLANKET IN NATURE STORM CULVERT LE. = 349. 17, 72 "PVC (N) STORM CUI_VERT I.E. = 349.32, "PVC (S) STORM CATCH BASIN -- ' RIM = 350.83 - IM[ LE = 347.49, 12 "PVC (SS I.E. = 348.88, INLET � STORM CULVERT t- I.E. = 349.36, 12'PVC (Nl STORM CULVERT WEST QUARTER CORNER ---- L - I.E. = 349.96, 12'PVC (S) z 3 I.E. = 347.98, 12 ;NW) 12/5/06 w� I LLLLL m LmLLL_LL N O -t L N m i 5i \ Y'- STORM CATCH BASIN RIM = 347.96 I.E. = 34548, 8 °PVC (E) A PORTION OF THE NORTHWEST Q11JARTER OF SECTION 29, k EAST, � n - m r STORM CATCH BASIN %(RAISED LID) GRAPHIC SCALE !� / RIM = 348.20 I.E. = 347.19, TOP INLET 1 w 0 Vi w +m 200 \ I.E. = 345.96, 8 "PVC (S) �. �� Jae �3.3' (IN FEET) .�._, C0g UNK FENCE ° _ Rim, 2.5 ' E 3� 2.5'- (976.86' PLAT) 1 inch = 50 ft "�AKEt DRIVE= S 9J6.6T CALC. ~✓ Ltttt T \ LLLtLtLtttil`` BARBED WIRE FENCE " x \ x -__ . _ .._-_ . 11.8' �✓ mom BRIS MEL P0�LS51�- x'"PJRIDP HOUSE `� FOUNDATION 0 I1 2B° \ { I ��m BAM OF BFAliI GS ElEC1RIC FENCE \ / "I \\ \� I \ `a W N 01'57'11° E FOR THE WEST LINE OF THE NORTHWEST BAiBFD WIRE FENCE QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY IL11a.. }FF¢FttLt PUBLISHED MONUMENTS 788 AND GPS2. CONC PAD FL` LFL \ \ I \'\ LOCATED WETLAND \ V WASHINGTON STATE PLANE COORDINATE SYSTEM BARBED 1dRE FENCE � I I / I \ ( * _� . ` FLAG (7YP.) � SOUTH ZONE NAD 83/91) WATER I •.��y � sL � � � � \� I7 � \V ELECTRIC FENCE I I I GRAVEL DRIVE LL'7 _ �� G� CONC. PAD I \ I 'q� 40' CONC. PAD I T � 2 g ELECTRICAL EASEMENT PER A.F.N. 804930 \ \ 1 STORM CATCH BASIN - -j- I35" _ BaReEb'1I7 40.2 RIM = 352.35 40 t UTILITY ESM7 PER A.FN. 3078377 o ✓s2 12 2' * * - * - * -/ 111225' PLAT I \ N 8 3'ST"'jY �� ✓s �� • L- )� -- BARBED LE. = 350.45, 12 "ADS (W) I 387.21' t 5/8° REBAR /CAP STORM CATCH BASIN # 0.1' SOUTH OF LINE Jab\ RIM = 353.47 "RLS' LS¥ 27195 3sc I.E. = 350.04, 12 "PVC (N) I I 9/18/07 END 518" REBAR W/� II NOM I 81r �� 1, l3JJ JJ�J ! 0,1' SOUTH OF LINE A DIGITAL COPY OF THIS MAP IS ✓,r ) R•SVWFT LS// 27195 17 BEING PROVIDED ALONG WITH THE Jr ! + i�� J 5.� =l�JJ 9/18/07 SIGNED PAPER COPY. THE SIGNED PAPER COPY IS 111E ORIGINAL AND o 33q F��aRCEL. 'A I CONTROLS IN THE EVENT OF 20 s 3 ' PARCEL �L9' DIFFERENCES. THE DIGITAL COPY HAS I I SLA 346450(0 i SL Ad 3�J 00 BEEN PROVIDED MERELY FOR THE CONVENIENCE OF THE CLIENT. COPYRIGHT PRIZM SURVEYING INC. 2 I I r7 NOVEMBER 2007 THE BURIED UTILITIES SHOWN HEREON (IF ANY) lLSSHT ° I STORM CATCH BASIN SURFACE EVIDENCE, SUPPLEMENTED I RIM = 350.00 I '� WITH FOUND UTILITY LOCATION I.E. = 347.99, 10 "CONC. (N) < MARKINGS. THE UNDERGROUND UTILITY LOCATIONS SHOWN + I.E. = 348.13, 8 "CONC. (S) HEREON ARE TO BE CONSIDERED APPROXIMATE ONLY. FOR THE -0 - - - - -- _._ _ '" JS✓ <� FINAL LOCATION OF EXISTING ° - - - --- ` " -- l0' UTILITY EASEMENT DQ - - `�- - - - ----- \ -- - UTILITIES IN AREAS CRITICAL TO o GONG VIAL -- _ I-- _ JSO �y{�g DESIGN, CONTACT THE -.._ '- 10 STREET & SIDF LN EASIMENT APPROPRIATE UTILITY COMPANY. 6 I _ V 11 =eUUE PRIOR TO ANY CONSTRUCTION OH H -OF ,�,vl CALL THE UNDERGROUND UTILITIES pd 24' PUBLIC( ?) RIGHT- OF -WAY � � "" °�° 7 � -- - --b LOCATION CENTER AT c� - �p 1- 800 - 424 -5565. WETLAND DELINEATION WAS pp' - qy-pp - -0 0 _ _______ V - -4i+ __ __ TI PERFORMED BY MR. GREG JONES OF ✓ s --352 -= CHEHALIS, WA 1 -360- 262 -9226 I I STORM CATCH BASIN '°� THE HORIZONTAL LOCATION OF THA I RIM = 354.25 LOT 2 PORTION OF LOT 5 CONVEYED BY I LE. = 351.89, 12 "ADS (W) S S.S. 5167 A.F.N. 8504150149 WAS DETERMINE FROM R.O.S. RECORDED UNDER STORM CATCH BASIN A.F.N. 3595810. y, - RIM = 350.06 a I L'A�� 9 I.E. = 348.04, 8 "GONG (N) THE TITLE REPORIS FOR THE '# �y �.�. �� I.E. = 348.11, 10 "'I.P. (W) SUBJECT PARCELS WERE FOUND TO N BE MISSING PACES REQUEST SUPPORTING DOCUMENTS, A REQUEST HAS BEEN FF��`�/. STORM CULVERT /= o S MADE FOR COMPLETE ®I I I.E. 347.22 , 12 "ADS DOCUMENTATION T, SHOW /NOTE AFFECTING ENCOMeERANCES. Erjj I� _m \ \ 7M STORM CATCH BASIN- +J _ RIM = 348.97 I.E. = 347.07, 12 "PLAS. (SE) \ I.E. = 346.96, 12 "PLAS. (SW) \ J E. = 346.98, 12 "I.P. (NW) S.E. �'" S.E. VANE FENCE N RR 73 41 W *' / (610,13' PER R.O.S. 3595810) �a A P. A, � -S 3J�lJJ�JJ /STOCK PILED 3 MATERIAL / PI EO ' w STUBS MATERIAL \ 7MT gUBUTY �--__ - _ - lab i STUBS - -��/ -� 3aai I I\ <i t � � �� 5' WATEAIN EASEMENT PERS A.F.n. 3054303 sr / STORM CATCH BASIN -- '��''�`"� � AVENUE / I RE. = 350.77 °y( 72 "ADS (N; (STATE w'E UDi� Shl _- S.W. CORNER LOO 5, BLOCK 34, MCKENNA IRRIGATED TRACTS I.E. = 350.87, 12 'ADS (W' �nn� Vun:u..ivll - IM[ ].� RGAg))) FOUND 3" SURFACE BRASSIE PER B.L.A. 3464500 STORM CATCH BASIN- - IN CONC., MONUMENT NO. 788W L LLLL. RIM = 350.39 "PLAS. WEST QUARTER CORNER ---- L - \ L I.E. = 347.98, 12 ;NW) 12/5/06 I LLLLL L LLLLL L. LLLLL L LLI_L I_ LLLLL z oI I L - LLLLL m L. .I LLLL L LLLLL o /a L _LLLLL I_ LLLLL L LLLLL L- LLLLL W N 1'41'24° E �LLL��i.L 9.40' 350. -� CON MCKENNA IRRIGATED TRACTS CENTERLINE PER WS.O.O.T. MONUMENTATION MAP JCL SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. - W/ a 15 T' 344 I I N / STORM CATCH &SIN / RIM = 348.8 /I.E. = 346.8 , 12-I.P. (NW) I.E. = 346. 9, 12 "PLAS. (SE) / I o J J STORM CULVERTe I.E. = 346.7Q, 12 "ADS STORM CULVER�III I.E. = 346.72, �' "ADS j \ V// STORM CATCH BAS i RIM = 348.51 i >'r I.E. = 346.6�0J, /(2 "PLAS. (NW), / I.E. = 346.* E5 12 "PLAS. (S): i r LEP'ONE & FETH / EASEMENT PER A.R. F N 583742 / r. � �� iefiS 887 38 6° E r ,• -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) N BARB IN IN ±7 l�THQDS AND EOi7�1�E�1C SURVEY PERFORMED WITH A 3" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS, SURVEY MEETS u, OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 3332 .11330.0990. FOUND SECTION CORNER D4 WATER VALVE FIRE HYDRANT 60-CW4 FOUND QUARTER CORNER m FIRE DEPT. CONECT FOUND MONUMENT ME MAIL BOX O FOUND IRON PIPE © CABLE RISER WATER r HOSE BIB CALCULATED MONUMENT 6.T # LIGHT 0 SOILLOG STORM CULVERT W GAS VALVE IRRIGATION CONTROL VALVE 0 STORM CATCHBASIN o UTILITY POLE o SEWER CLEANOUT 61 �- STREET LIGHT -°' SIGN GUY ANCHOR ED WATER METER 3 m JUNCTION BOX Eg SS METER c O TELEPHONE RISER Q POWER VAULT 0 w ¢ me4 COTTONWOOD TREE -x- BARBED WIRE FENCE o vim' CHERRY TREE -°- STOCKADE FENCE WATER rn ^`_ - o- CHAINLINK FENCE IEY"AT'ION DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A 114.98' FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK FD MRE FENCE 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 LEGAL DESCI2TBON: PARCEL 'A' LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; PARCEL 'B' LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43; EXCEPTING THEREFROM THE WEST 387.2 FEET AND EXCEPTING ALSO THE SOUTH 10 FEET FOR SECONDARY STATE HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT PORTION CONVEYED TO STATE OF WASHINGTON BY DEED RECORDED APRIL 15, 1985 UNDER AUDITOR'S FILE NO. 8504150149; THURSTON COUNTY IN THU , WASHINGTON. -_ _ IFAkCEL I+nJ WERS AND SEE AREA PARCEL 'A' - 64303400400, 481,4533 SQ. FT. / 11.05± ACRES PARCEL 'B' - 64303400501 & 64303400502, 266,6213 SQ. FT. / 6.121 ACRES PARCEL 'A' EASEMEW NOW PUGET SOUND POWER AND LIGHT COMPANY HAS AN EASEMENT FOR ELECTRICAL TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 804930 AND HAS BEEN SHOWN HEREON. PUGET SOUND POWER AND LIGHT COMPANY HAS EASEMENTS FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 3078377 AND THEY HAVE BEEN SHOWN HEREON. /eQ� �QF' 250.00' yo -WAY CONVEYED TO PER A.F.N. 8504150149 .50' SMq yip p9 S CBKyCAU0N I HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE REPRESENTS THE TOPOGRAPHIC FEATURES AS THEY EXIST ON THE GROUND AS OF JULY 2006. i i i i 0 0 W o Q o O W y W 5 v o ° a° E O � F q o Q I z a � I a rn co i� O0 '' O O u • z O� W o HG F7�f�aH W� m Q rN w z DATE OF SU72VEY 1010312007 DRAWN BY DD JW /RJW DATE 10 22 2007 SEC. 4 T1TP, 20 RNG.4 SHEET I OF B PROJECT N0. -103 DRAWING N0. 2W' -I03a 21b8~4 DECO 8 2008 Y L LLLLLLL I � L L_L L L 1 L L_ -L L LLLLL L LLLL. L - \ L -LLLLL L .LLLLL I LLLLL LmLLL_LL - L -t L MCKENNA IRRIGATED TRACTS CENTERLINE PER WS.O.O.T. MONUMENTATION MAP JCL SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. - W/ a 15 T' 344 I I N / STORM CATCH &SIN / RIM = 348.8 /I.E. = 346.8 , 12-I.P. (NW) I.E. = 346. 9, 12 "PLAS. (SE) / I o J J STORM CULVERTe I.E. = 346.7Q, 12 "ADS STORM CULVER�III I.E. = 346.72, �' "ADS j \ V// STORM CATCH BAS i RIM = 348.51 i >'r I.E. = 346.6�0J, /(2 "PLAS. (NW), / I.E. = 346.* E5 12 "PLAS. (S): i r LEP'ONE & FETH / EASEMENT PER A.R. F N 583742 / r. � �� iefiS 887 38 6° E r ,• -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) N BARB IN IN ±7 l�THQDS AND EOi7�1�E�1C SURVEY PERFORMED WITH A 3" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS, SURVEY MEETS u, OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 3332 .11330.0990. FOUND SECTION CORNER D4 WATER VALVE FIRE HYDRANT 60-CW4 FOUND QUARTER CORNER m FIRE DEPT. CONECT FOUND MONUMENT ME MAIL BOX O FOUND IRON PIPE © CABLE RISER WATER r HOSE BIB CALCULATED MONUMENT 6.T # LIGHT 0 SOILLOG STORM CULVERT W GAS VALVE IRRIGATION CONTROL VALVE 0 STORM CATCHBASIN o UTILITY POLE o SEWER CLEANOUT 61 �- STREET LIGHT -°' SIGN GUY ANCHOR ED WATER METER 3 m JUNCTION BOX Eg SS METER c O TELEPHONE RISER Q POWER VAULT 0 w ¢ me4 COTTONWOOD TREE -x- BARBED WIRE FENCE o vim' CHERRY TREE -°- STOCKADE FENCE WATER rn ^`_ - o- CHAINLINK FENCE IEY"AT'ION DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A 114.98' FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK FD MRE FENCE 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 LEGAL DESCI2TBON: PARCEL 'A' LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; PARCEL 'B' LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43; EXCEPTING THEREFROM THE WEST 387.2 FEET AND EXCEPTING ALSO THE SOUTH 10 FEET FOR SECONDARY STATE HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT PORTION CONVEYED TO STATE OF WASHINGTON BY DEED RECORDED APRIL 15, 1985 UNDER AUDITOR'S FILE NO. 8504150149; THURSTON COUNTY IN THU , WASHINGTON. -_ _ IFAkCEL I+nJ WERS AND SEE AREA PARCEL 'A' - 64303400400, 481,4533 SQ. FT. / 11.05± ACRES PARCEL 'B' - 64303400501 & 64303400502, 266,6213 SQ. FT. / 6.121 ACRES PARCEL 'A' EASEMEW NOW PUGET SOUND POWER AND LIGHT COMPANY HAS AN EASEMENT FOR ELECTRICAL TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 804930 AND HAS BEEN SHOWN HEREON. PUGET SOUND POWER AND LIGHT COMPANY HAS EASEMENTS FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 3078377 AND THEY HAVE BEEN SHOWN HEREON. /eQ� �QF' 250.00' yo -WAY CONVEYED TO PER A.F.N. 8504150149 .50' SMq yip p9 S CBKyCAU0N I HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE REPRESENTS THE TOPOGRAPHIC FEATURES AS THEY EXIST ON THE GROUND AS OF JULY 2006. i i i i 0 0 W o Q o O W y W 5 v o ° a° E O � F q o Q I z a � I a rn co i� O0 '' O O u • z O� W o HG F7�f�aH W� m Q rN w z DATE OF SU72VEY 1010312007 DRAWN BY DD JW /RJW DATE 10 22 2007 SEC. 4 T1TP, 20 RNG.4 SHEET I OF B PROJECT N0. -103 DRAWING N0. 2W' -I03a 21b8~4 DECO 8 2008 I a rn co i� O0 '' O O u • z O� W o HG F7�f�aH W� m Q rN w z DATE OF SU72VEY 1010312007 DRAWN BY DD JW /RJW DATE 10 22 2007 SEC. 4 T1TP, 20 RNG.4 SHEET I OF B PROJECT N0. -103 DRAWING N0. 2W' -I03a 21b8~4 DECO 8 2008 DATE OF SU72VEY 1010312007 DRAWN BY DD JW /RJW DATE 10 22 2007 SEC. 4 T1TP, 20 RNG.4 SHEET I OF B PROJECT N0. -103 DRAWING N0. 2W' -I03a 21b8~4 DECO 8 2008 J� V� 11111111111111 BE — PREPARED To ti P TOP RDaD WORK AHEAD 190'+/- 0 +00 PEDESTRIANS INCLUDING TRAFFIC SHALL MOVE THROUGH THE WORKSPACE AS CLOSE TO PERSONSWITH DISABILITIES NORMAL SPEED AS POSSIBLE. DELAYS UP TO FIVE MINUTES ARE MUST BE ACCOMMODATED. PERMITTEDUNLESS OTHERWISE SPECIFIED IN THE PLAN. 70 105 FLAGGER 1 WARNING TAPERSI T© NIGHT -TIME WORK 450 SPOTTER 550 SIGNS TANGENTS I% HR BEFORE SUNSET TO% HOUR AFT ER SUNRISE) UNIFORMED ARROW SOAROI 115 qqq RIFE IN ® Z + SIGNS, PADDLES, DEVICES, AND PERSONAL OFFICER SUPPORT 605 d BAflRI & \OE + SAFETY GEAR SHALL BE RETRO- REFLECTIVE. IU 80 125 - d 245 +PERSONAL SAFETY GEAR MUST MEET CLASS PACE \ \� VMS I e NAL OIRNG W INDICATED BY THE Od07 780 840 BUFFER / SIGHT CAfpR ANSI/[SEA 2004 LABELS + FLAGGERS, TRUCKS, AND WORKERS SHALL BE VEHICLE ® WORK -rMA 1 30 1 ILLUMINATED BY FLOODLIGHTS THAT DO NOT 35 1 WISEACON VEHICLE 45 CREATE GLARE FOR DRIVERS. 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" CREEK ST SE BE PREPARED TO STOP O 7 ROAD WORK AHEAD �� MINIMUM TAPER LENGTH - L (feet) Lane Width feet 20 25 30 Posted Speed (mph) 35 40 45 50 55 60 65 70 10 70 105 1 150 1 205 1 270 450 500 550 600 650 700 11 75 115 1 1651 2251 295 495 550 605 660 715 770 12 80 125 1 1801 245 1 320 540 600 1 660 720 780 840 BUFFER / SIGHT DISTANCE SPEED(mph) 1 25 1 30 1 35 1 40 1 45 501 551 60 1 65 70 BUFFER (ft) 1 155 1 20q 2501 3051 3601 4251 4951 5701 6451 730 CHANNELIZING DEVICE SPACING F) s__ — MPH TAPER TANGENT RURAL HIGHWAYS RURALROAQS 45 -55 500 50/70 40 80 URBANARTERIALS 35-40 350 35/45 30 60 RESIDENTIAL 25 -30 200 25/30 20 40 RESIDENTIAL 20 -25 100 PVT �O 'C� Qy 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 M BE A PREPARED TO TOP NORTH EXIT" 780'+/- y 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 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAx:(2S3) 573.0342 wwwsoundengincrom w sound®soundengimsom DATE4 NOV 08 CIU PAEOF 1 Drawn by: J. Petermann - WA TCS Certificate No 002959 Ph: 253.691.7455 Jim. Petermann @TrafficControlPlans.com 2NDSUBMIIIAL uEL u 82008 a (V I rn 0 0 N 0 0 GRAPHIC SCALE M 0 13 JO 00 120 ( IN Pun) �Iff J,II 1 Inch = 80 ft. I fil ' Ji,�llll II I CREEK ROAD MIXED USE ELEVATION DATUM NAW 88 A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. (NAVD 88 COUNTY PUBLISHED BENCHMARK (! 784A CITY OF YELM, THURSTON COUNTY, WASHINGTON j�'npI FIVE CORNERS, YELM AVE. BALD HILL ROAD & CREEK GR TI P�/�'Tj MET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ CONCEPTUAL 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. -RD RD RD RD _ _ _ W T RD RD RD RD �7T7H nBLDG. F BLDG. DG. �m I f iffislim RD no APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: G FrAo 0 ME s s 0 V 0 a - - - T H 0 V ,0443/0C, .l i.'! .\ 1 µs.0 S 9 O 4 L*. '.I `..I PRQPOSEp S E Tu. PROP. ACCESS - FM - -'=- `-":-- `-r.<.3;:.:4. F R'.'_:, .n- , ,. .. P -'.r I v, ST D LIGHTING R /1 C , kt,,R "","*-' F'M'. -�- ---- -F - _,,.,.... -- , SI( , ', , . SD- ---- -^'.SD SD SD STA. 51 +59, 1s.00' Lr ,- '"'"?° FM F SOUND ENGINEERING INC. 0.7 CIVIL ENGINEERS - LAND PLANNERS l 3 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 • - •• E' -'.:,. - PHONE; (253)573.0040- FAX:(253) 513.0142 vi - , _ ... ... •. J w ,mun mm o n mm I I •' .-. , ,� - - _ .. p tlenginc und�sou denginc. QE. ACCESS "L1GH11NGFIXTURE PR4, ACS la(I�NG XI P P.Ii �q ... T' � JI" �. PROJECT: QPAGGE S LI(fijiN, FIXTURETi-57 +52.x, 3900' (T W, STA 521 5, - •� I P sn sD SD 5#QQ 24QD LT '` D S,A.�S4+34.13, 3apo LT'`° Sn- _ -SD OFFICE POOL CREEK ROAD FMU Sp, l - s0= F -SDsn LSD 1 S 55- 4- � .LSD SD BLDG MIXED USE �+ y SD- 57 II v 4 F A. 'iA 1 A �___. P GGESS LI Q TING FlJ(7URE R H CLIENT: EXISTINi ,11.5 ! LF ' i _ _ _ � YELM CREEK BLD6.S L-C. STREET I I - --D tiyo PROPOSED LIGHTING PROP. ACCESS LIGHTING FIXTURE N2 PROP. CCESS LIGHTING FIXTURE - - - _ _ _ _ TACO STADIUM WA984YSOUTH TACOMA,WA 98402 LIGHT l f cS JUNCTION BOX (TYP.) i STA. 52 +26.75, 15.50' RT STA. 5 75, 15.50' RT j PROP ACCESS LIGHTING FIXTURE 6 I % PROP. ACCESS LIGHTING FIXTURE j!8-' TEL(253)428 -0800 FAX;(253)428 -8172 STA. 55 +31, 15.50' RT I I II STA. 57 +00, 15.50' RT EMAIL: Io 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 1. ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT WASHINGTON 11. ELECTRICAL PERMITS AND INSPECTIONS ARE REQUIRED FOR ALL STREET LIGHTING INSTALLATIONS WITHIN THE CITY. 15. EACH LUMINAIRE POLE SHALL HAVE AN IN -UNE, FUSED, WATER TIGHT ELECTRICAL 19. ANY MODIFICATION To APPROVED LIGHTING PLANS SHALL BE REVIEWED AND 1. THIS PLAN 15 CONCEPTUAL IN NATURE. THE CONTRACTOR SHALL PROJECTENGNEER'. JEREMY HAUG 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 ACTUAL 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 @SDUNDENGINC.COM ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, NATIONAL ELECTRICAL CODE, AND CITY OF DEVELOPMENT GUIDELINES 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 CITY AFTER THE 2. THE FORTHCOMING ILLUMINATION PLANS SHALL MEET ALL NECESSARY UNLESS OTHERWISE SPECIFIED BELOW. IN CASES OF CONFUCT THE MOST STRINGENT GUIDELINE SHALL APPLY. WHEN 902 -6350. HAND -HOLE SHALL BE FACING AWAY FROM ONCOMING TRAFFIC. LOAD SIDE OF LIGHTING INSTALLATION IS COMPLETED AND BEFORE FINAL ACCEPTANCE. IT SHALL ILLUMINATION STANDARDS AND REQUIREMENTS SET FORTH BY THE CITY THE MOST STRINGENT GUIDELINE IS NOT GEAR, THE CITY WILL MAKE THE DETERMINATION. THE ELECTRICAL 12. PRIOR TO INSTALLATION OF ANY MATERIALS THE ELECTRICAL CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE IN -UNE FUSE TO LUMINAIRE HEAD SHALL BE CABLE AND POLE BRACKET WIRE, 2 BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE THESE OF YELM AND THOSE NEEDED FOR CONSTRUCTION OF THE SYSTEMS. DRAWN: J. HAUG CONTRACTOR SHALL BE FAMILIAR WITH ALL ABOVE STATED PUBLICATIONS AND GUIDELINES AS THEY WILL BE STRICTLY CITY TWO COPIES OF MATERIAL CATALOG CUTS, SPECIFICATIONS, SHOP DRAWINGS AND /OR WIRING DIAGRAMS ANY CONDUCTOR, 19 STRAND COPPER 010 AND SHALL BE SUPPORTED AT THE END OF AS- BUILIS ARE PROVIDED TO THE CITY. 3. THIS PLAN SHOWS THE APPROXIMATE LOCATIONS OF STREET AND SITE BY ENFORCED BY THE CITY. MATERIALS PURCHASED OR LABOR PERFORMED PRIOR TO SUCH APPROVAL SHALL BE AT THE CONTRACTOR'S RISK. THE LUMINAIRE ARM BY AN APPROVED MEANS. FUSE SIZE, DISCONNECT LIGHTING FIXTURES ALONG CREEK ROAD AND THE MAIN SITE ACCESS 2. ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET FORTH BY THE STATE OF MOUNTING HEIGHTS, ARM LENGTH, POWER SOURCE, LUMINAIRE TYPE AND BOUT PATTERNS SHALL FOLLOW CITY OF INSTALLATION AND GROUNDING IN POLE SHALL CONFORM TO WSDOT STANDARDS. 4E.040 STAKING DRIVE. THE FORTHCOMING ILLUMINATION PLANS SHALL BE REFERENCED QR: WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES. YELM DEVELOPMENT GUIDELINES SECTION 4E.020. MODIFICATIONS OF ANY PORTION OF THE LIGHTING SYSTEM WILL NOT 16. CITY APPROVED PULL BOXES OR JUNCTIONS BOXES SHALL BE INSTALLED PER ALL SURVEYING AND STAKING SHALL BE PERFORMED BY AN ENGINEERING OR BY DATE 3. THE CONTRACTOR SHALL BE RESPONSIOLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL ON BE ALLOWED WITHOUT PRIOR APPROVAL BY THE CITY. 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. UNIFORM TRAFFIC CONTROL DEVICES. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE 13. A RATED SERVICE DISCONNECT SHALL BE PROVIDED FOR EVERY BRANCH CIRCUIT. LIGHT BRANCH CIRCUIT BREAKERS BOXES SHALL BE INCORPORATED INTO THE BACK EDGE OF SIDEWALK OR AS SURVEYOR DIRECTING SUCH WORK SHALL BE UCENSED BY THE STATE OF 4. ILLUMINATION FOR THE INTERIOR DRIVE AISLES AND PARKING AREAS PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK STALL COMMENCE UNTIL ALL APPROVED TRAFFIC SHALL BE 4D -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, CONTROL IS IN PLACE. NATIONAL ELECTRIC CODE (NEC) AND CITY OF YELM STANDARDS. THE SERVICE DISCONNECT SHALL BE OF A TYPE BE LOCATED WITHIN 10 FEET OF EACH LUMINAIRE POLE AND AT EVERY ROAD GARAGES AND CARPORTS. SCALE: I"=30' 4, A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY AND ELECTRICAL INSPECTORS PRIOR TO THE START EQUAL TO A - MYERS- MEUGL- MIOOU -UM OR A - UNICORN' CPIIIB -0111A SERVICE, 120/240 VAG CALTRANS TYPE 3B CROSSING. NO CONDUIT SHALL BE INSTALLED IN THE ROADWAY EXCEPT AT THE MINIMUM STAKING OF LUMINAIRES SHALL BE AS FOLLOWS: 5. STATIONING AND OFFSETS SHOWN ARE FOR CENTER OF POLE AND DATE: 12,15.08 OF CONSTRUCTION. DESIGNATED ROAD CROSSINGS CONDUIT ENTERING THE JUNCTION BOX SHALL BE A. LOCATON AND ELEVATION TO THE CENTER OF EVERY POLE BASE FOUNDATION, AND SHOULD BE VERIFIED WITH FORTHCOMING 5, ALL APPROVALS AND PERMITS REQUIRED BY THE CITY SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE OR CITY H APPROVED EQUAL, WITH TWO LIGHTING RELAYS, ONE THREE POSITION TEST SWITCH (AUTO /OFF/MANUAL] AND PERPENDICULAR TO THE SIDES OF THE BOX AND A MINIMUM OF 6 BUT NO MORE B. LOCATION AND ELEVATION OF EACH SERVICE DISCONNECT. PROJECT #: 07118.10 START OF CONSTRUCTION. ONE PHOTOCELI.. THE PHOTOCELL SHALL FACE NORTH UNLESS OTHERWISE DIRECTED BY THE CITY, THAN 8 INCHES BELOW THE LID. BOXES SHALL BE CLEARLY AND INDELIBLY ILLUMINATION PLANS. 14. SERVICE CONDO LI G RE SHALL BE 6. IT IS ASSUMED THAT THE STREET LIGHTS ALONG CREEK ROAD AND CONDUCTORS SHALL BE A MINIMUM SIZE OF COPPER. ALL GHTN NA 6. IT STALL TI THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF AN APPROVED SET OF PLANS ON THE i� MARKED AS LIGHTING BOXES MI THE LEGEND ALT.' E 'LIGHTING'. ALL J -BOXES ALL ILLUMINATION TESTING THE ONSITE ILLUMINATION WILL BE ON SEPARATE CIRCUITS. CONSTRUCTION SITE AT ALL TIMES STRANDED COPPER ALL A MINIMUM SIZE OF LE WITH INSULATION SUITABLE FOR NET LOCATIONS. PHASING TAPE WILL SHALL BE SUPPORTED BY A MINIMUM 8 -INCH CRUSHED GRAVEL PAD. A 3/8 INCH ALL SHALL INC SYSTEMS STALL BE SUBJECT TO IO ELECTRICAL INSPECTION SHEET NAME: 7. ALL SURVEYING AND STAKING SHALL BE DONE BY A SURVEYING OR ENGINEERING FIRM LICENSED IN THE STATE OF NOT BE ALLOWED. ALL WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT MATH A MINIMUM DIAMETER OF WHICH STALL INCLUDE END R TESTING AND FUNCTIONAL TEST LAMP, PHOTOCELL CONTRACTOR CI VERIFY WITH CITY OF YELM, PRIOR TO INSTALLATION, EXPANSION JOINT STALL BE INSTALLED BETWEEN CONCRETE SIDEWALK AND CONCEPTUAL WASHINGTON. 1 -1/4 INCHES. ALL CONDUIT STALL BE INSTALLED IN THE -UTILITY DITCH' OR AS OTHERWISE DIRECTED BY THE CITY. ,UNCTION BOX. AND FIXTURE SHALL BE UNDER WARRANTY FOR A PERIOD OF ONE YEAR. IF SEPARATE CIRCUITS ARE REQUIRFA. B. TEMPORARY EROSION CONTROL/WATER POLLUTION MEASURES SHALL BE REWIRED IN ACCORDANCE WITH SECTON A BUSHING OR BELL END SHALL BE USED AT THE END OF EVERY CONDUIT. ALL SPLICES SHALL BE IN THE NEAREST 17, ALL LIGHTING POLES SHALL BE AS SPECIFIED IN SECTION 4EA20 OF THE 7. EXACT ,%UNCTION BOX LOCATIONS AND CONDUIT RUNS CAN BE 1 -07.15 OF THE WSDOT/APWA STANDARD SPECIFICATIONS AND THE DRAINAGE DESIGN AND EROSION CONTROL JUNCTION BOIL WERE NUTS WILL NOT BE ALLOWED. ALL SPLICES WALL BE MADE WITH TYPE C COPPER FITTINGS, DEVELOPMENT GUIDELINES. IN EXISTING DEVELOPED AREAS, THE CITY MAY REQUIRE ADJUSTED AND MODIFIED IN THE FIELD AS NEEDED. ILLUMINATION PLAN MANUAL FOR THURSTON REGION WASHINGTON. AT NO TIME WALL SILTS AND DEBRIS BE ALLOWED TO DRAIN INTO AN CENTERED AND ENCASED IN A 3 -M SCOTCICAST EPDXY KIT, RATED AT 600 VOLTS, TYPE 82 -A7, 82 -B7 OR CITY THE USE OF OTHER POLES TO ESTABUSH UNIFORMITY WITHIN THE DEVELOPED EXISTING OR NEWLY INSTALLED FACILITY. APPROVED EQUAL IF MORE THAN ONE CIRCUIT PASSES THROUGH A JUNCTION BOX EACH IS TO HAVE A PCV SLEEVE AREA, AFTER INSTALLATION AND BEFORE ACCEPTANCE BY THE CITY ALL POLES 9. IF CONSTRUCTION IS TO TAKE PLACE 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 MEGGER TEST WILL BE SHALL BE FREE OF DENTS AND MARKS. SONOTUBE SHALL BE REMOVED TO BELOW CALL 48 HOURS AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. PERFORMED BY THE CITY ON EACH CIRCUIT BETWEEN CONDUCTOR AND GROUND PRIOR TO ACCEPTANCE OF THE GROUND LEVEL POLE BASES SHALL BE GRDUTED AND ALL LUMINAIRE HEADS BEFORE YOU DIG I LLU M 10. THE CONTRACTOR STALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTUTIES. LIGHTING SYSTEM. THE INSULATION RESISTANCE SHALL NOT BE LESS THAN 6 MEGAOHMS TO GROUND 2,500 FEET AND SHALL BE PLUMB AND LEVEL. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAVING THE UNDERGROUND OVER NOR LESS THAN 8 MEGAOHMS UNDER 2,500 FEET. A FUNCTIONAL TEST WILL BE PERFORMED BY THE CITY, IN 18. CEMENT CONCRETE BASES SHALL FOLLOW WSDOT STANDARD PLAN J -1B. CONDUIT LOCATE LINE AT 1 -BOG- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WALL WHICH IT IS DEMONSTRATED THAT EACH AND EVERY PART OF THE SYSTEM FUNCTIONS AS SPECIFIED OR INTENDED SHALL EXTEND BETWEEN 3 AND 6 INCHES ABOVE THE CONCRETE BASE. 1 -800 -424 -5555 ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE U71UTIES HAVE BEEN LOCATED, HEREIN. ( WSDOT STANDARD SPECIFICATIONS 8- 20.3(11). SHEET 32 OF 32 1ST SUBMITTAL JAN 7 2009 ... -. ®ol■�rii TERIOR DR Lt, AND PARKING WILVLOUNTED ON ri f ' 1 4YR . ,, 1, 1 :_ p� MO UN 1 0 ILD1 - ,t UAMa AN CA a •' � I N e I � - - ■ • rti S ♦a. IS ♦ o ��a II - • av ' A1j ■ i 1 �� L . 1 �1 -- . -. ��f��/� , 1111 •n IM �. ®� ,1,: /• ° � za r�fii::`:;�Yw.�l wig. rrT.1�.11��1ii,... 1. . 1 ® .♦a') 0, ,0443/0C, .l i.'! .\ 1 µs.0 S 9 O 4 L*. '.I `..I PRQPOSEp S E Tu. PROP. ACCESS - FM - -'=- `-":-- `-r.<.3;:.:4. F R'.'_:, .n- , ,. .. P -'.r I v, ST D LIGHTING R /1 C , kt,,R "","*-' F'M'. -�- ---- -F - _,,.,.... -- , SI( , ', , . SD- ---- -^'.SD SD SD STA. 51 +59, 1s.00' Lr ,- '"'"?° FM F SOUND ENGINEERING INC. 0.7 CIVIL ENGINEERS - LAND PLANNERS l 3 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 • - •• E' -'.:,. - PHONE; (253)573.0040- FAX:(253) 513.0142 vi - , _ ... ... •. J w ,mun mm o n mm I I •' .-. , ,� - - _ .. p tlenginc und�sou denginc. QE. ACCESS "L1GH11NGFIXTURE PR4, ACS la(I�NG XI P P.Ii �q ... T' � JI" �. PROJECT: QPAGGE S LI(fijiN, FIXTURETi-57 +52.x, 3900' (T W, STA 521 5, - •� I P sn sD SD 5#QQ 24QD LT '` D S,A.�S4+34.13, 3apo LT'`° Sn- _ -SD OFFICE POOL CREEK ROAD FMU Sp, l - s0= F -SDsn LSD 1 S 55- 4- � .LSD SD BLDG MIXED USE �+ y SD- 57 II v 4 F A. 'iA 1 A �___. P GGESS LI Q TING FlJ(7URE R H CLIENT: EXISTINi ,11.5 ! LF ' i _ _ _ � YELM CREEK BLD6.S L-C. STREET I I - --D tiyo PROPOSED LIGHTING PROP. ACCESS LIGHTING FIXTURE N2 PROP. CCESS LIGHTING FIXTURE - - - _ _ _ _ TACO STADIUM WA984YSOUTH TACOMA,WA 98402 LIGHT l f cS JUNCTION BOX (TYP.) i STA. 52 +26.75, 15.50' RT STA. 5 75, 15.50' RT j PROP ACCESS LIGHTING FIXTURE 6 I % PROP. ACCESS LIGHTING FIXTURE j!8-' TEL(253)428 -0800 FAX;(253)428 -8172 STA. 55 +31, 15.50' RT I I II STA. 57 +00, 15.50' RT EMAIL: Io 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 1. ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT WASHINGTON 11. ELECTRICAL PERMITS AND INSPECTIONS ARE REQUIRED FOR ALL STREET LIGHTING INSTALLATIONS WITHIN THE CITY. 15. EACH LUMINAIRE POLE SHALL HAVE AN IN -UNE, FUSED, WATER TIGHT ELECTRICAL 19. ANY MODIFICATION To APPROVED LIGHTING PLANS SHALL BE REVIEWED AND 1. THIS PLAN 15 CONCEPTUAL IN NATURE. THE CONTRACTOR SHALL PROJECTENGNEER'. JEREMY HAUG 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 ACTUAL 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 @SDUNDENGINC.COM ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, NATIONAL ELECTRICAL CODE, AND CITY OF DEVELOPMENT GUIDELINES 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 CITY AFTER THE 2. THE FORTHCOMING ILLUMINATION PLANS SHALL MEET ALL NECESSARY UNLESS OTHERWISE SPECIFIED BELOW. IN CASES OF CONFUCT THE MOST STRINGENT GUIDELINE SHALL APPLY. WHEN 902 -6350. HAND -HOLE SHALL BE FACING AWAY FROM ONCOMING TRAFFIC. LOAD SIDE OF LIGHTING INSTALLATION IS COMPLETED AND BEFORE FINAL ACCEPTANCE. IT SHALL ILLUMINATION STANDARDS AND REQUIREMENTS SET FORTH BY THE CITY THE MOST STRINGENT GUIDELINE IS NOT GEAR, THE CITY WILL MAKE THE DETERMINATION. THE ELECTRICAL 12. PRIOR TO INSTALLATION OF ANY MATERIALS THE ELECTRICAL CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE IN -UNE FUSE TO LUMINAIRE HEAD SHALL BE CABLE AND POLE BRACKET WIRE, 2 BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE THESE OF YELM AND THOSE NEEDED FOR CONSTRUCTION OF THE SYSTEMS. DRAWN: J. HAUG CONTRACTOR SHALL BE FAMILIAR WITH ALL ABOVE STATED PUBLICATIONS AND GUIDELINES AS THEY WILL BE STRICTLY CITY TWO COPIES OF MATERIAL CATALOG CUTS, SPECIFICATIONS, SHOP DRAWINGS AND /OR WIRING DIAGRAMS ANY CONDUCTOR, 19 STRAND COPPER 010 AND SHALL BE SUPPORTED AT THE END OF AS- BUILIS ARE PROVIDED TO THE CITY. 3. THIS PLAN SHOWS THE APPROXIMATE LOCATIONS OF STREET AND SITE BY ENFORCED BY THE CITY. MATERIALS PURCHASED OR LABOR PERFORMED PRIOR TO SUCH APPROVAL SHALL BE AT THE CONTRACTOR'S RISK. THE LUMINAIRE ARM BY AN APPROVED MEANS. FUSE SIZE, DISCONNECT LIGHTING FIXTURES ALONG CREEK ROAD AND THE MAIN SITE ACCESS 2. ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET FORTH BY THE STATE OF MOUNTING HEIGHTS, ARM LENGTH, POWER SOURCE, LUMINAIRE TYPE AND BOUT PATTERNS SHALL FOLLOW CITY OF INSTALLATION AND GROUNDING IN POLE SHALL CONFORM TO WSDOT STANDARDS. 4E.040 STAKING DRIVE. THE FORTHCOMING ILLUMINATION PLANS SHALL BE REFERENCED QR: WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES. YELM DEVELOPMENT GUIDELINES SECTION 4E.020. MODIFICATIONS OF ANY PORTION OF THE LIGHTING SYSTEM WILL NOT 16. CITY APPROVED PULL BOXES OR JUNCTIONS BOXES SHALL BE INSTALLED PER ALL SURVEYING AND STAKING SHALL BE PERFORMED BY AN ENGINEERING OR BY DATE 3. THE CONTRACTOR SHALL BE RESPONSIOLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL ON BE ALLOWED WITHOUT PRIOR APPROVAL BY THE CITY. 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. UNIFORM TRAFFIC CONTROL DEVICES. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE 13. A RATED SERVICE DISCONNECT SHALL BE PROVIDED FOR EVERY BRANCH CIRCUIT. LIGHT BRANCH CIRCUIT BREAKERS BOXES SHALL BE INCORPORATED INTO THE BACK EDGE OF SIDEWALK OR AS SURVEYOR DIRECTING SUCH WORK SHALL BE UCENSED BY THE STATE OF 4. ILLUMINATION FOR THE INTERIOR DRIVE AISLES AND PARKING AREAS PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK STALL COMMENCE UNTIL ALL APPROVED TRAFFIC SHALL BE 4D -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, CONTROL IS IN PLACE. NATIONAL ELECTRIC CODE (NEC) AND CITY OF YELM STANDARDS. THE SERVICE DISCONNECT SHALL BE OF A TYPE BE LOCATED WITHIN 10 FEET OF EACH LUMINAIRE POLE AND AT EVERY ROAD GARAGES AND CARPORTS. SCALE: I"=30' 4, A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY AND ELECTRICAL INSPECTORS PRIOR TO THE START EQUAL TO A - MYERS- MEUGL- MIOOU -UM OR A - UNICORN' CPIIIB -0111A SERVICE, 120/240 VAG CALTRANS TYPE 3B CROSSING. NO CONDUIT SHALL BE INSTALLED IN THE ROADWAY EXCEPT AT THE MINIMUM STAKING OF LUMINAIRES SHALL BE AS FOLLOWS: 5. STATIONING AND OFFSETS SHOWN ARE FOR CENTER OF POLE AND DATE: 12,15.08 OF CONSTRUCTION. DESIGNATED ROAD CROSSINGS CONDUIT ENTERING THE JUNCTION BOX SHALL BE A. LOCATON AND ELEVATION TO THE CENTER OF EVERY POLE BASE FOUNDATION, AND SHOULD BE VERIFIED WITH FORTHCOMING 5, ALL APPROVALS AND PERMITS REQUIRED BY THE CITY SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE OR CITY H APPROVED EQUAL, WITH TWO LIGHTING RELAYS, ONE THREE POSITION TEST SWITCH (AUTO /OFF/MANUAL] AND PERPENDICULAR TO THE SIDES OF THE BOX AND A MINIMUM OF 6 BUT NO MORE B. LOCATION AND ELEVATION OF EACH SERVICE DISCONNECT. PROJECT #: 07118.10 START OF CONSTRUCTION. ONE PHOTOCELI.. THE PHOTOCELL SHALL FACE NORTH UNLESS OTHERWISE DIRECTED BY THE CITY, THAN 8 INCHES BELOW THE LID. BOXES SHALL BE CLEARLY AND INDELIBLY ILLUMINATION PLANS. 14. SERVICE CONDO LI G RE SHALL BE 6. IT IS ASSUMED THAT THE STREET LIGHTS ALONG CREEK ROAD AND CONDUCTORS SHALL BE A MINIMUM SIZE OF COPPER. ALL GHTN NA 6. IT STALL TI THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF AN APPROVED SET OF PLANS ON THE i� MARKED AS LIGHTING BOXES MI THE LEGEND ALT.' E 'LIGHTING'. ALL J -BOXES ALL ILLUMINATION TESTING THE ONSITE ILLUMINATION WILL BE ON SEPARATE CIRCUITS. CONSTRUCTION SITE AT ALL TIMES STRANDED COPPER ALL A MINIMUM SIZE OF LE WITH INSULATION SUITABLE FOR NET LOCATIONS. PHASING TAPE WILL SHALL BE SUPPORTED BY A MINIMUM 8 -INCH CRUSHED GRAVEL PAD. A 3/8 INCH ALL SHALL INC SYSTEMS STALL BE SUBJECT TO IO ELECTRICAL INSPECTION SHEET NAME: 7. ALL SURVEYING AND STAKING SHALL BE DONE BY A SURVEYING OR ENGINEERING FIRM LICENSED IN THE STATE OF NOT BE ALLOWED. ALL WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT MATH A MINIMUM DIAMETER OF WHICH STALL INCLUDE END R TESTING AND FUNCTIONAL TEST LAMP, PHOTOCELL CONTRACTOR CI VERIFY WITH CITY OF YELM, PRIOR TO INSTALLATION, EXPANSION JOINT STALL BE INSTALLED BETWEEN CONCRETE SIDEWALK AND CONCEPTUAL WASHINGTON. 1 -1/4 INCHES. ALL CONDUIT STALL BE INSTALLED IN THE -UTILITY DITCH' OR AS OTHERWISE DIRECTED BY THE CITY. ,UNCTION BOX. AND FIXTURE SHALL BE UNDER WARRANTY FOR A PERIOD OF ONE YEAR. IF SEPARATE CIRCUITS ARE REQUIRFA. B. TEMPORARY EROSION CONTROL/WATER POLLUTION MEASURES SHALL BE REWIRED IN ACCORDANCE WITH SECTON A BUSHING OR BELL END SHALL BE USED AT THE END OF EVERY CONDUIT. ALL SPLICES SHALL BE IN THE NEAREST 17, ALL LIGHTING POLES SHALL BE AS SPECIFIED IN SECTION 4EA20 OF THE 7. EXACT ,%UNCTION BOX LOCATIONS AND CONDUIT RUNS CAN BE 1 -07.15 OF THE WSDOT/APWA STANDARD SPECIFICATIONS AND THE DRAINAGE DESIGN AND EROSION CONTROL JUNCTION BOIL WERE NUTS WILL NOT BE ALLOWED. ALL SPLICES WALL BE MADE WITH TYPE C COPPER FITTINGS, DEVELOPMENT GUIDELINES. IN EXISTING DEVELOPED AREAS, THE CITY MAY REQUIRE ADJUSTED AND MODIFIED IN THE FIELD AS NEEDED. ILLUMINATION PLAN MANUAL FOR THURSTON REGION WASHINGTON. AT NO TIME WALL SILTS AND DEBRIS BE ALLOWED TO DRAIN INTO AN CENTERED AND ENCASED IN A 3 -M SCOTCICAST EPDXY KIT, RATED AT 600 VOLTS, TYPE 82 -A7, 82 -B7 OR CITY THE USE OF OTHER POLES TO ESTABUSH UNIFORMITY WITHIN THE DEVELOPED EXISTING OR NEWLY INSTALLED FACILITY. APPROVED EQUAL IF MORE THAN ONE CIRCUIT PASSES THROUGH A JUNCTION BOX EACH IS TO HAVE A PCV SLEEVE AREA, AFTER INSTALLATION AND BEFORE ACCEPTANCE BY THE CITY ALL POLES 9. IF CONSTRUCTION IS TO TAKE PLACE 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 MEGGER TEST WILL BE SHALL BE FREE OF DENTS AND MARKS. SONOTUBE SHALL BE REMOVED TO BELOW CALL 48 HOURS AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. PERFORMED BY THE CITY ON EACH CIRCUIT BETWEEN CONDUCTOR AND GROUND PRIOR TO ACCEPTANCE OF THE GROUND LEVEL POLE BASES SHALL BE GRDUTED AND ALL LUMINAIRE HEADS BEFORE YOU DIG I LLU M 10. THE CONTRACTOR STALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTUTIES. LIGHTING SYSTEM. THE INSULATION RESISTANCE SHALL NOT BE LESS THAN 6 MEGAOHMS TO GROUND 2,500 FEET AND SHALL BE PLUMB AND LEVEL. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAVING THE UNDERGROUND OVER NOR LESS THAN 8 MEGAOHMS UNDER 2,500 FEET. A FUNCTIONAL TEST WILL BE PERFORMED BY THE CITY, IN 18. CEMENT CONCRETE BASES SHALL FOLLOW WSDOT STANDARD PLAN J -1B. CONDUIT LOCATE LINE AT 1 -BOG- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WALL WHICH IT IS DEMONSTRATED THAT EACH AND EVERY PART OF THE SYSTEM FUNCTIONS AS SPECIFIED OR INTENDED SHALL EXTEND BETWEEN 3 AND 6 INCHES ABOVE THE CONCRETE BASE. 1 -800 -424 -5555 ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE U71UTIES HAVE BEEN LOCATED, HEREIN. ( WSDOT STANDARD SPECIFICATIONS 8- 20.3(11). SHEET 32 OF 32 1ST SUBMITTAL JAN 7 2009