Loading...
20070404 Redline Plans 01132010A GENERAL CONSTRUCTION NOTES: 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CITY OF YELM STANDARDS AND MAY INCLUDE REFERENCES TO THE 2006 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFUCT BETWEEN THE SPECIFICATION TYPES, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA AND WISHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN 1 ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS. ANY REQUIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YELM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REQUIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A TWO -YEAR WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 7. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 -424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. 8. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVE. 9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION 3 (360) 458 -3835. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS } AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT ' INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR SHALL PROVIDE ALL FLAGGING, N SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE o STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE OONC AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES. En Ld �y 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS /HAUL ROUTES DUE TO THE s CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE HAUL ROADS DUE TO HIS/HER OPERATIONS. THE CONTRACTOR SHALL COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK. Z 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED uj FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF W THESE AREAS. J W 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHAD- COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF W WORK BEING PERFORMED BY OTHER CONTRACTORS. 0 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, Q LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT o OWNER. 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE CONSTRUCTION" STATE OR BETTER. C N �W i 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE cn MAINTAINED AT ALL TIMES. 1 E 0 c> rA,LL BEFORE YOU DIG IVE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND I' ='O`-ECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL I ; yl.' " Y LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND -LTE NE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 't A VATION- c E SEC29,T17N,R2E,WM F CREEK STREET MIXED USE - COMMERCIAL No]- LIN I Z41MILOIL1191 WAM111 CITY OF YELM GENERAL NOTES: YELM, WA 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. 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 C% -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE (f WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. CONCLUSIONS OF LAW: 7 A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. B. THE APPLICANT HAS ESTABUSHED THAT THE REQUEST FOR SITE PLAN REVIEW APPROVAL SATISFIES ALL CRITERIA SET FORTH IN SECTION 17.84.020(C) YMC, MEETS ALL REQUIREMENTS OF THE (1) INDUSTRIAL ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF THE YELM MUNICIPAL CODE. THEREFORE, THE SITE PLAN SHOULD BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NON- SIGNIFICANCE ARE HEREBY REFERENCED AND ARE CONSIDERED CONDITIONS OF THIS APPROVAL 2. NO STRUCTURES SHALL BE CONSTRUCTED WITHIN THE 100 YEAR FLOODPLAIN AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAPS AS PQBUSHED. 3. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACILITY CHARGE (TFC) IS $1,276 PER NEW PM PEAK TRIP, GENERATED BY THE PROJECT. ACTUAL COSTS SHALL BE DETERMINED AT BUILDING PERMIT ISSUANCE. 4. STREET FRONTAGE IMPROVEMENTS SHALL BE REQUIRED ON CREEK ROAD NE AND SHALL BE CONSISTENT WITH THE CITY OF YELMS DEVELOPMENT GUIDELINES. 5. THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN EASEMENT BENEFITING THE CITY OF YELM FOR CREEK RESTORATION. 6. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER OF UNITS WHICH WILL FALL WITHIN THIS AREA TO ENSURE DENSITIES IN THIS ENVIRONMENT DO NOT EXCEED TWO DWELLINGS PER ACRE. 7. A MINIMUM OF 10 PERCENT OF THE GROSS AREA OF A MULTI- FAMILY DEVELOPMENT SHALL BE DEDICATED AS USABLE OPEN SPACE. 8. THE APPLICANT WILL BE REQUIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY OF YELM TO ACCESS THE SHOREUNE AREA FOR ANY CITY OR STATE SPONSORED PROJECTS THAT MIGHT RESULT IN CREEK AND FLOOD PROTECTION ENHANCEMENT. 9. THE PROPOSED SITE SHALL CONNECT TO THE CITY'S WATER SYSTEM. THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE _IME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246- 290 -490 WAC SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE FOR WATER USAGE WILL BE REQUIRED AS PART OF THE CIVIL PLAN SUBMISSION. 10. THE PROPOSED SITE SHALL CONNECT TO THE CITY S STEP SEWER SERVICE. THE CONNECTION FEE WILL BE BASED ON WATER USAGE CALCULATIONS AND ESTABLISHED AT "THE TIME OF BUILDING PERMIT ISSUANCE. 11. ANY EXISTING WELLS AND ON -SITE SEWAGE DISPOSAL SYSTEMS SHALL BE ABANDONED PURSUANT TO APPLICABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH REGULATIONS. EVIDENCE THAT ALL WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED PRIOR TO APPROVAL OF CIVIL ENGINEERING PLANS. ...... .... 100' 0 100' 200' SCALE: 1"=100' i Scale FEET 12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STORMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (BMP'S) ARE REQUIRED DURING CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS ARE REQUIRED FOR STORMWATER FACILITIES. THE FINAL STORMWATER SYSTEM SHALL BE HELD IN COMMON BY THE CONDOMINIUM ASSOCIATION AND THE AGREEMENT SHALL INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES AGAINST INDIVIDUAL LOTS FOR THE MAINTENANCE AND REPAIR OF THE STORMWATER FACILITIES. ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH DWELLING UTILIZING INDIVIDUAL DRYWELLS. 13, PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF YELM DEVELOPMENT GUIDELINE STANDARDS. BASED ON THE PROPOSED 164 UNITS, APPROXIMATELY 328 PARKING STALLS ARE REQUIRED. FOR THE PROPOSED 45,540 SQUARE FEET OF RETAIL /COMMERCIAL DEVELOPMENT, APPROXIMATELY 183 PARKING SPACES WOULD BE REQUIRED. 14. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED ON SITE AND DEPOSITED BETWEEN COLLECTIONS. WHEN SERVICE AREAS ARE VISIBLE FROM THE SIDEWALK OR ADJACENT PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCREENING WALL AND LANDSCAPING. DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE. SCREENING SHALL BE OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE CONTAINER, AND MUST BE AT LEAST SIX -FEET IN HEIGHT. THE LOCATION AND ACCESS TO ALL REFUSE ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL 15. FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED BY THE CITY OF YELM, AND MAY INCLUDE FDC'S, FIRE HYDRANTS, AND /OR FIRE LANES. FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020 (13)(6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM. 16 TIE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REQUIRED LANDSCAPING: A. ALL REQUIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD OF GRASS. B. TYPE II LANDSCAPING IS REQUIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER OF THE SITE. TYPE II LANDSCAPING IS NOT REQUIRED ON THE EAST PROPERTY LINE WHICH FALLS WITHIN THE SHORELINE JURISDICTION AREA. THE SHORELINE JURISDICTION AREA IS TO REMAIN IN ITS NATURAL STATE. C. TYPE III LANDSCAPING IS REQUIRED ALONG STREET FRONTAGE OF CREEK ROAD NE. D. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PARKING AREAS. E. TYPE V LANDSCAPING IS REQUIRED FOR ABOVE GROUND STORMWATER FACILITIES. F. A FINAL DETAILED LANDSCAPE PLAN IS REQUIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL 17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM. C. THE SITE PLAN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL. THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST THE SITE PLAN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL IF YOU NEED ADDITIONAL INFORMATION OR ASSISTANCE, PLEASE CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835. OWNER/APPLICANT: PARCEL- 64303400501 & 64303400502 OWNER: RICK CHRISTENSEN 11915 CLEAR LAKE RD. S EATONVILLE, WA 98328 SITE ADDRESS: 10602 106th AVE. SE YELM, WA 98597 CONSULTANTS: CIVIL SHEA, CARR & JEWELL INC.. 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 FX: (360) 352 -1569 CONTACT: JIM E. GIBSON, PE GOVERNING AGENCIES: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 SURVEYOR: PRIM SURVEYING, INC.: PO BOX 110700 TACOMA, WASHINGTON 98411 PH: (253) 404 -0983 CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA 98409 PH: (888) 321 -7779 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES GROUP G li PROJECT S.E. 103RD AVE. __-_ 2[ FSITE BASIS OF BEARING: N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM: NAVD 88 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. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. LEGAL DESCRIPTION: LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; IN THURSTON COUNTY, WASHINGTON. '4II( NNK ,IAN 0 5 2010 BY- ----------- -----� , -d APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: 'I�I� M 0 0 0 o � of w N Cn H U � z w w w to Y v C) o m N U V c� w ° w a_ m a- of M �Amu&_ C-SAR � f r ' �W",ELLlnc 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P. 360352 -1465 F: 360- 3524509 W W W.SHEACARRJEWELL.COM W W ui 0 V W U) M �JO �VZ WU) W�� �r cf)0� Lu Lu W w 0 OPPE'­DVq oe WAS G g �P o 2 z � p 42010 p FS "'GISTERE �41 ""ONAL <- A ' Z i ONE INCH AT RILL SCALE. IF NOT, SCALE ACCORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" - 1001 -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No. 1290 -01 DRAWING FILE No: 1290 -01 -CV -01 CV -01 No: 1 18 Z TH F vWi T: of I 6 STATE HWY 507 SE /! X w 910 Q� PALOUSE AVE. S.E. Cn R� S£ Ckf Of 0 109TH LN. S.E. N 110TH AVI VICINITY MAP NOT TO SCALE SHEET /DRAWING INDEX SHT No DWG No DRAWING TITLE 1 CV -01 COVER SHEET 2 SP -01 SITE PLAN 3 EX -01 EXISTING CONDITIONS 4 EC -01 TESC PLAN 5 EC -02 TESC NOTES AND DETAILS 6 CG -01 GRADING PLAN 7 UT -01A UTILITY MAP 8 SD -01 STORMWATER PLAN 9 SD -02 STORMWATER, GRADING AND PAVING NOTES & DETAILS 10 SD -03 STORMWATER, GRADING AND PAVING DETAILS 11 UT -01 WATER PLAN 12 UT -02 SEWER PLAN 13 UT -03 WATER AND SEWER NOTES & DETAILS 14 UT -04 WATER DETAILS 15 UT -05 WATER AND SEWER DETAILS 16 UT -06 SEWER DETAILS 17 IL -01 ILLUMINATION PLAN 18 IL -02 ILLUMINATION DETAILS LS -01 LANDSCAPE PLAN (SUBMITTED SEPARATELY BY OWNER) IR -01 IRRIGATION PLAN (SUBMITTED BY SEPARATELY OWNER) BASIS OF BEARING: N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM: NAVD 88 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. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. LEGAL DESCRIPTION: LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; IN THURSTON COUNTY, WASHINGTON. '4II( NNK ,IAN 0 5 2010 BY- ----------- -----� , -d APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: 'I�I� M 0 0 0 o � of w N Cn H U � z w w w to Y v C) o m N U V c� w ° w a_ m a- of M �Amu&_ C-SAR � f r ' �W",ELLlnc 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P. 360352 -1465 F: 360- 3524509 W W W.SHEACARRJEWELL.COM W W ui 0 V W U) M �JO �VZ WU) W�� �r cf)0� Lu Lu W w 0 OPPE'­DVq oe WAS G g �P o 2 z � p 42010 p FS "'GISTERE �41 ""ONAL <- A ' Z i ONE INCH AT RILL SCALE. IF NOT, SCALE ACCORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" - 1001 -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No. 1290 -01 DRAWING FILE No: 1290 -01 -CV -01 CV -01 No: 1 18 11 0 0 N w J S U z 0 W a x W a_ 0 w 0 J w o: U W 0 U a 0 0 O a C14 N Z W m z N I w ra N U M O N o �n N a� 0 c �z A 0 30' 0 30' 60' SCALE- 1"=30' Scale FEET N N: 590759.94 E: 1118760.41 ---� FND 5/8' REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LSj 27195 I 9/18/07 I I CONCRETE SIDEV �(TYP) SEE SHT SD -03 DETAIL I 1 3 1vvin /AYCItlVC J.C. N REFUSE AREA FOR RETAIL- BLDG. SEE SEPARATE ARCH. PLANS FOR DETAILS CONCRETE SIDEWALK - STYP EE SHT SD -03 FOR DETAIL N: 590320.28 __---- _- E_1118745.41 � 10, N N C3 _ YELM AVENUE (STATE ROUTE 507) _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. L !7 SEC 29, T 17 N, R 2 E7 WM F G It w u uj i,l 1 t o - REFUSE AREA FOR Z RETAIL /FURNITURE BLDGS. SEE 1. LEGEND: z CL z _. SEPARATE ARCH PLANS FOR ASPHALT Y DETAILS :. M M o Q o _ I 12.2' U U CONCRETE >- L • • g' • m ,) ti. 197' o Z ii m � 4 560 SF (610.13' PER R.O.S. 3595810 ° > > > - - - -_ -- -- - __ N: 590742.88 V) o jl `� E:1119370.02 77T M STORAGE FURNITURE _ SITE DATA: STORE -- _ -___ OWNER: RICK CHRISTENSEN 4 M 21,600 SF i 11915 CLEAR LAKE RD S �' i EATONVILLE, WA 98328 i 360- 458 -3602 $c3yki j 3 • W. �� H o` 211' i r :' • . i EXISTING ' SITE ADDRESS: 10602 106TH AVE SE r' YELM, WA 98597 CA pp c STORMWATER �' � 11 - ELL ¢ F- 8' -SIDEWA *K ° ° i INFILTRATION Inc. FILTRATIO -J j POND PARCEL NUMBER(S): 64303400501 - 64303400502 2102 CARRIAGE DRIVE, BLDG. H, P OLYMPIA, 360�52- 465HINGTON 98502 ZONING C -2 F: 360.352 -1509 (,nN RFTF SI FWALK (TYP) 1 I WWW.SHEACARRJEWELL.COM UTILITY SERVICES: i. P 0 RETAIL i� BLDG 10,500 SF STORMWATER PRIVATE ON -SITE 60' j � 10, N N C3 _ YELM AVENUE (STATE ROUTE 507) _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. L !7 SEC 29, T 17 N, R 2 E7 WM F G It w u uj i,l 1 t o - REFUSE AREA FOR Z RETAIL /FURNITURE BLDGS. SEE 1. LEGEND: z CL z _. SEPARATE ARCH PLANS FOR ASPHALT Y DETAILS :. M M o Q o _ I 12.2' U U CONCRETE >- L • • g' • m ,) ti. 197' o Z ii m � 4 560 SF (610.13' PER R.O.S. 3595810 ° > > > - - - -_ -- -- - __ N: 590742.88 V) o jl `� E:1119370.02 77T M STORAGE FURNITURE _ SITE DATA: STORE -- _ -___ OWNER: RICK CHRISTENSEN 4 M 21,600 SF i 11915 CLEAR LAKE RD S �' i EATONVILLE, WA 98328 i 360- 458 -3602 $c3yki j 3 • W. �� H o` 211' i r :' • . i EXISTING ' SITE ADDRESS: 10602 106TH AVE SE r' YELM, WA 98597 CA pp c STORMWATER �' � 11 - ELL ¢ F- 8' -SIDEWA *K ° ° i INFILTRATION Inc. FILTRATIO -J j POND PARCEL NUMBER(S): 64303400501 - 64303400502 2102 CARRIAGE DRIVE, BLDG. H, P OLYMPIA, 360�52- 465HINGTON 98502 ZONING C -2 F: 360.352 -1509 (,nN RFTF SI FWALK (TYP) 1 I WWW.SHEACARRJEWELL.COM UTILITY SERVICES: ►! I I I �., . Q RETAIL i U CWT v n tD I , / YELM JJJ / % CREEK FLOOD _! PLAIN ,' J V) U ' U p ao __ N — _ ¢ 00 IJ 11 J N: 590313.35 S 8818'36' E JJ E:1119358.00 216.58' J _ 1 395.94 OH N 01'41'24 "E 1 9.40' J -- - - - - -- -- N: 590290.52 / -____ E:1118945.13 CENTERLINE PER W.S.D.O.T. MONUMENTATION MAP JCL SR 510 TO BALD HILLS RD. VICINITY DATED J 9/22/00 BY BILLY R. MUMMA P.L.S. J'J r BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 Services Engineer APPROVAL EXPIRES: 0 Z Z Q Q a 00 Q Z J > W Q H a U) W LU Z �JO muz WWI uj x-02 fie. uj W 0 .po�q_ w tiI s Q O �FC42010 S10NAL ONE INCH AT FLILL SCALE. E NOT, SCALE ACCORD aY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290-01 DRAWING F1LE No: 1290-01-SP-01 AM DRAWING No: SP -01 SHEET No: 2 OF 18 WATER SERVICE CITY OF YELM SEWER SERVICE CITY OF YELM STORMWATER PRIVATE ON -SITE ELECTRICAL POWER PSE NATURAL GAS PSE YELM TELEPHONE FAIRPOINT COMMUNICATIONS CREEK FLOOD i PLAIN TOTAL SITE AREA: 6.12 ACRES NEW DEVELOPMENT AREA 2.52 ACRES EXISTING DEVELOPMENT 1.17 ACRES EXISTING RIGHT OF WAY 0.63 ACRES (106TH AVE SE TO BE DEDICATED TO CITY) CRITICAL AREAS 1.80 ACRES FO rn c� PARKING REQUIREMENTS: 1 STALL PER 250 SF FOR RETAIL ° 1 STALL PER 400 SF FOR FURNITURE NO STALLS REQ FOR STORAGE AREA INSIDE FURNITURE STORE TOTAL PARKING STALLS REQ. 172 TOTAL PARKING STALLS PROVIDED 176 10,500 SF COMMERCIAL BLDG PARKING STALLS PROVIDED 27 PARKING STALLS REQUIRED 42 7,800 SF COMMERCIAL BLDG PARKING STALLS PROVIDED 33 PARKING STALLS REQUIRED 31 ' 21,600 SF FURNITURE STORE PARKING STALLS PROVIDED 68 JJ PARKING STALLS REQUIRED 54 J' 11,140 SF EXISTING RETAIL BLDG G, PARKING STALLS PROVIDED 48 J' PARKING STALLS REQUIRED 45 ►! I I I �., . Q RETAIL i U CWT v n tD I , / YELM JJJ / % CREEK FLOOD _! PLAIN ,' J V) U ' U p ao __ N — _ ¢ 00 IJ 11 J N: 590313.35 S 8818'36' E JJ E:1119358.00 216.58' J _ 1 395.94 OH N 01'41'24 "E 1 9.40' J -- - - - - -- -- N: 590290.52 / -____ E:1118945.13 CENTERLINE PER W.S.D.O.T. MONUMENTATION MAP JCL SR 510 TO BALD HILLS RD. VICINITY DATED J 9/22/00 BY BILLY R. MUMMA P.L.S. J'J r BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 Services Engineer APPROVAL EXPIRES: 0 Z Z Q Q a 00 Q Z J > W Q H a U) W LU Z �JO muz WWI uj x-02 fie. uj W 0 .po�q_ w tiI s Q O �FC42010 S10NAL ONE INCH AT FLILL SCALE. E NOT, SCALE ACCORD aY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290-01 DRAWING F1LE No: 1290-01-SP-01 AM DRAWING No: SP -01 SHEET No: 2 OF 18 11 I' J s U a Z A 30' 0 30' 60' SCALE: 1' =30' N Scale FEET BARBED WERE FENCE X 35 X X N 88'23'51" W — -_ I I 1 FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 I I STORM CATCH BASIN RIM = 350.00 I.E. = 347.99, 10 "CONC. (N)I I.E. = 348.13, 8"CONC. (S) I N — I — D B ----- v'M --- w ----- w ----- w ----- w -a v - STORM CATCH BASIN\ RIM = 350.06 \ I.E. = 348.04, 8 "CONC. (N) I.E. = 348.11, 10 "I.P. (W) - 0 354 — W \ o � o ' J \ W _ — a S& _— —- OH nH aww---w \ CONC. CURB a �. /YELM AVFNIIF I c STORM CATCH BASIN RIM = 353.06 I.E. = 350.71, 12 "ADS (N) z I.E. = 350.81, 12 "ADS (W) N I � Ev M CALL BEFORE YOU DIG �o THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND CD 12 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND C- 0 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY cj rvnAVAT1nN1 0 z I LAWI M nvn. X I C CTAkir- rlrl n rrk,nr c — .. rr A.P.N. 64303400501 E F G H D W W W SEC 29, T 17 N, R 2 E, WM CD 1 � W ' \ 64303400400 \ N A c� C3 YE l -M CREEI <. �'ARTML. TS LLC w I- � z o- z BARBED WIR FENCE FENC � , C:) � c:> _i \ - -- - --- X _ -� -- -- X X _ _ ;t - -- X 12.2' - -- X X' = �' c� c9 a- m d o bOS'85 C'A C` S70NE FENCE 5 TO 11 s w w w 1.�' PPR R r C iF - „ =:'I tll _— — �__�� -_ 1 rrrr i ..� r . 1„ :,nor K �' r H i . ELLInG !: � CARRIAGE DRIVE, BLDG. H OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 -352 -1509 WWW.SHEACARRJEWELL.COM I w STORM CATCH BASIN RIM = 348.97 I � � I.E. = 347.07, 12 "PLAS. (SE) W J o E L = 346.96, 12 "PLAS. ) I.E. = 346.98, 12 "LP. (NW) �, 1 t j z STORt,1 CULVERT ��- �; � �� Q 0 1.1.1 I.E. = 346.70, 12 "ADS j / CD .1 o CD P - co - - -- I 1,1.1 � t / ` — 0 u � STORM CULVERT ( +� X . LE. = 346.72, IIIJ 12 "ADS ti 1 ! I i �, W W - - - w ----- w ----- w---- -w--,= ��w -- ---- vq-- - - - -wj i� V I - STORM CATCH BASIN ' RIM = 348.84 I.E. = 346.88, 12 "LP. (NW) I.E. -- 346.79, 12 "PLAS. (SE) I j , z STORIv � �wH BASIN RIM - i ( / LE. = ';'.r;c�t;, f9 °PLAS. (NW) I.E. E - �! / .1 j / 6`'S 1 — ` 346.6' LA S. (S) r -STORM CATCH BASIN � ' sEAL: RIM = 349.14 X347.21, 12 "PLAS. (N) E. c i lalr I nT G DI ll/`6+ to ­ CENTERLINE PLh MONUMENTATION MAP jCT. SR 510 lO BALD HILLS RD. VICINITY DATED 9/22 /00 BY BILLY R. MUMMA P.L.S. N 01'41 9�f I 9.44) BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 Services Engineer APPROVAL EXPIRES: ,AWARD F WA ��� O S 2 Z u O 'Pee 42 10 �O ��� SjONAL too IA% ONE MW AT FIAT SCME F NOT, 9=1 ACCORNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FlLE No: 1290 -01- EX -01.dw DRAWING No: EX -01 SHEET No: 3 18 ' ` 1 f THE 100 YEAR FLOOD I IS J -P SHOWN BASED ON THE A MAP ELEVATION OF 342. ,'1HE CONSTRUCTION � d PLAN DATUM IS NGVD 8 AND IS I / THEREFORE 3.4 / /GREA R THAN FEMA MAP. THEREFORE TH FLOOD PLAIN ELEVATION SHOWN IS 45.42. , 88 °18'36" E ,r 216.58' �H OH r , r , , / , BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 Services Engineer APPROVAL EXPIRES: ,AWARD F WA ��� O S 2 Z u O 'Pee 42 10 �O ��� SjONAL too IA% ONE MW AT FIAT SCME F NOT, 9=1 ACCORNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FlLE No: 1290 -01- EX -01.dw DRAWING No: EX -01 SHEET No: 3 18 11 W J s v 4 z W a 2 W CL U J H W Q v W O U a 0 0 CD L O) C N �Z W oz v, I ZE E U O � U e6 & O N o �n O U N J h ., O o� �i �z A I B I C I D I E 30' 0 SCALE: 1 " =30' Scale I i V 1 x _ —.— x 30' _ 60' � N FEET r: ­-------- X L '4 JI `— I 1 w INLET SEDIMENT PROTECTION f� \ — CLEARING LIMITS r l,ft IP FIB0 5/8" R BAR W1 , ' E 0.1` SOt11 +1 OF UN r L -S# 21195 : n ��� � 0 CD (D I ter- � O m Ito af 6 En j LO f o Q Ln o Q a C)z I oz i a z z tl) W V r,-) Cl:f w w om oO I I jr L _ _ Z Lil U � Z ►�- Z w rvJ � l O U < o � C�8 l' v W N i iiJ w i uB a= a o m Cr a L '4 JI `— I 1 w INLET SEDIMENT PROTECTION f� \ — CLEARING LIMITS A_ SAWCUT 0. T : � ��� � 0 0 �Vw w rrT'i III W V r,-) Cl:f om oO N C3 L _ Z Lil U � Z ►�- Z w O U < o � C�8 l' v W N c.> w a= a o m Cr a s w W i'IN) JF (HK ki W 38-117.20, U0 .. `, `.?4 CLEARING LIMITS (TYP) _ _�..,. RETAIL BLDG INSTALL STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL SHT. EC -02 -� 0 INSTALL STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL \ SHT. EC -02 -- RETAIL BLDG '\ T SEC 29, T 17 N, R 2 El WM i t Sill I , 7 j !71 ." * ... �-'�lifi low �; •c.:� a.• ,� � > >!:%�" � _. � %. =: r � — — . ys: (11 Py 2. YELM AVENUE (STATE ROUTES 507 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G W LEGEND: -, w INLET SEDIMENT PROTECTION CK SILT FENCE — CLEARING LIMITS —� - -- SAWCUT 0. T : � ��� � 0 0 �Vw w rrT'i III W V oO N C3 Z Lil U � Z ►�- Z w O U < O ." * ... �-'�lifi low �; •c.:� a.• ,� � > >!:%�" � _. � %. =: r � — — . ys: (11 Py 2. YELM AVENUE (STATE ROUTES 507 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G W LEGEND: NOTES: 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP VIA INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION & SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: STABILIZED CONSTRUCTION ENTRANCE w INLET SEDIMENT PROTECTION SEDIMENT TRAP —�— SILT FENCE — CLEARING LIMITS —� - -- SAWCUT NOTES: 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP VIA INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION & SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: s H' fy CSAR .' .j ��J E l l lnt. 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 352 -1465 F:360,352 -1509 W WW.SHEACARRJEWELL.COM w w CD w m 0 a Paz 0. T w w Q � ��� � 0 0 �Vw w rrT'i III W V oO N C3 Z Lil U � Z ►�- Z w O U < O v W N c.> a= a o m Cr a s w W w o: W s H' fy CSAR .' .j ��J E l l lnt. 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 352 -1465 F:360,352 -1509 W WW.SHEACARRJEWELL.COM VAL ,O ONE BAH AT RU SCALE F NOT, 9=1 ACCORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: EC-01 SHEET No: 4 18 „� Lu U) �W 0 a Paz 0. T w w Q � ��� � 0 �Vw w rrT'i III V VAL ,O ONE BAH AT RU SCALE F NOT, 9=1 ACCORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: EC-01 SHEET No: 4 18 „� fil I N O 1 W 1 0 1 U N n 0 a X W Co J 0 J W J U o! W CU L 0 0 srn C N_ 7 / y Z iz MN I � E U LO U 6 w L0r7j o of2 0 'dr 0 i �Z A EROSION CONTROL NOTES: SILT FENCE 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRIANGULAR SEDIMENT FILTER DIKES: 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 2. ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT RINGS. 3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES. 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE GEOTEXTILE FABRIC MAY BE USED AS FILTER MATERIAL THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND ONE -HALF (4.5) OUNCES PER SQUARE YARD, MULLIN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE. INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 -TO 3 -INCH GRAVEL 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS /LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 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 ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK 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. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVAIION. G IC E SEC 29, T 17 N, R 2 E7 WM EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. 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 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CQQNSTRUC11ON ENTRANCES: 1. MATERIAL SHALL BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 1" TO 3" ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL. 2. EROSION CONTROL MEASURE% ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLA11ON AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURE$ SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS /EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PROJECT ENGINEER, FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME, B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, U11UTY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SIZE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS. F IE LLS NOTES: 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD REFERENCE: BMP STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON12001 C105 DATE: I STABILIZED CONSTRUCTION ENTRANCE 0212007 i I FRAME FILTERED WATER OVERFLOW BYPASS SEDIMENT AND DEBRIS CROSS SECTION I NOT TO SCALE REFERENCE: STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON/2001 VIEW NOT TO SCALE BMP 0220 DATE: I STORM DRAIN INLET PROTECTION w/ CB FILTERS 0212007 C�7 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED BURY BOTTOM OF FILTER MATERIAL IN 4 0X4" MIN TRENCH 6' -0" MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED H 4 "x4" MIN TRENCH, PROVIDE 3/4" TO 1 -1/2" WASHED ROCK OR NATIVE BACKFILL 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT REFERENCE: STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTOW2001 DATE: I 0212007 SILT FENCE SURFACE AREA DETERMINED AT TOP OF WEIR-,, BMP C233 4' MIN. 1' MIN. OVERFLOW ST : �A•:.; w RIPRAP WASHED GRAVEL GEOTEXTILE 2 " -4" ROCK DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION REFERENCE: STORMWATER DRAINAGE MANUAL FOR KING COUNTY, WASHINGTON DATE: 0112008 SEDIMENT TRAP APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: w�w�uj � N '- C5 U z �2 W N z U Y U U m O W � U N U CD Of ° W M m M Of = W X10 ©� H � 't OAR_'� ELL4 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360352 -1509 WWW.SHEACARRJEWELL.COM V3 W J Vi Q W W J O Xa� 2C)z Q WWW LIJ W W.�� �- F-- 0 Z V>_ Y W W ot 1-- V �,_rl WARD G' F WAs �jli► z O ucle w Off` ` 2010 10 4444) 0 ONE INCH AT FILL SCALE. F NOT, SCAIE ACCOfiMMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- EC -02.dw DRAWING No: EC -02 SHEET No: 5 OF 18 11 0 I C-1 I J s v a z Ez 0 a W O uj 0 LiJ Li w Q U w 0 U a C c La o� � 4 d� V I � L� LO r_ oa C) N .drC a� 0 v� A 1 B 30' 0 30' 60' SCALE. 1 " -30' iiiia Scale FEET N C C SEC 29, T 17 N, R 2 El WM 11 WIDE W/ OLD BARB Mf7E FENCE \ - BARBED WIRE FENCE X x J5n x x \ X - --- -� 349.00 k 34s.so (1112 25' PLAT) ` - -- - - -- - 1 � - - -- - -- - - - -- N 88'23'51 W _ ` - - - - J -- _- - -- _ _,: BARBED WIRE FENCE � - _ r, - - _ -- �- -- - _ ,. 1112.0 f - _____ -___ X --- �____�- _ `� �'• -- x - - -_- +' - _ _ �. _- x -- X x X -- I- - - -- + $ \ i 1.78 352.00 • - / ! STONE FVLD FENCE 5 TO 11 �� '. ( 610.13' Pi (,).J. 3505810) M r- _- ___ --`_- FEET WID� W/ OLD BARB WIRE 35200 3#6- - -. FE CE FND 5/8" REBAR W/ CAP 352.00 351 .78 FURNITURE 1 1 f -� 352.00 W90 1 0.1' SOUTH OF LINE R.SWIFT LS# 27195 I 351.90 351.78 351.49 351.90 STORE 1$ 07 351.78 9 1� % / 351.48 1 I 351.40 351.2�� FFE = 352.00 351. 351.29 351.83 . • 4 ' 351.40 f 1 \ 351.40 351.90 j I` ft / l I E ! 351. ° .. ° :. a ` 351.90 351.40 G GRADING LEGEND: ae�-- PROPOSED CONTOUR - - EXISTING CONTOUR - - - - - - - RIDGE LINE Xx % GRADE 350.0 �� TOP CURB 349.5 - _______ BOTTOM CURB FLOW ARROW 336.3 SPOT ELEVATION GENERAL GRADING NOTES: 351.40 351.28 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON I 351. 351.80 . CO. ' • ' • ° • a .. ! °. °. .. °: I f / / I -� % RETAIL T ' • ' THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 I THROUGH EC 02 SHALL BE CLEARLY FLAGGED BY A CONTINUOUS 1.2 •1.24 51.4 ! I I 35 .74 j I EXISTING ) BLDG 351.90 ;�3�51 35.2 351.41 I 3 1.24 , ; = 35.24 i I i� INFILTRATION /� / / / LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO 351.28 351.24 FFE = 352.00 0 0�� 351.00 351s5 00 I I I �� POND !� �/ ANY CLEARING OR GRADING. DURING THE CONSTRUCTION PSHALL ( NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS 351.54 351.00 351.74 °� I - �� 0.90 0.90% „ I'i ,� BE PERMITTED. THE GRADING /CLEARING LIMITS SHALL BE SD -` _ fah_.- -- SFj -_._ �� ,,, ! MAINTAINED BY THE CONTRACTOR /TESC SUPERVISOR FOR THE /f Y 1 DURATION OF CONSTRUCTION. + - ^° . / 1 / ,�, 351.30 1 t,., 351.65 z it' 4. � I t � 351.78 �� � I cn 351.28 351.30 351.30 351.65 351. 4 ;• 52. 3 I I a \\� 351. 4 - '. 35.24 i52 OQ' 51. Ii e UAW -- of / 351.80 351.801 i \ TII ITY e Ota� �� Q �6� _ •,� i 2. THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE YELM M CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING 3 .24 RIDGE LINE 1? lilt / CREEK M AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO FLOW ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, 51.54 351.54 /' 1 �I !!! ! Il /r PLAIN 4+ DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. \ y a r , l f / 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO i T - �� Z \� ---� 351.40 \° ` 351.45 351.501 351.55 o} __ _- __ _ I !. ji+ 351.78 � 1.40 35140 jI ' I -- ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES 6" PVC / 351.00 1.24 1.00 z j5�° 51.30 _� / /, N 3 I WATER STUB 351.28 /_- SID G__- .. D S e r. 351.20 3' �. �� o �� i THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET 1_80 3 p \ �q, - Spy �- i / `r' v SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE - - ... .., . ......:. p? 351.55 �° J L' - _ 351.45 �35765 ---- -o-j�' _ _. ___- _ �, _� � � I WITH R S METHODS (E.G. 1" DOMESTIC--,, s SEWER - �._ --�" � 351,00 _ __. -- - � � - . / ,+ i t, IMMEDIATELY STABILIZED WI THE APPROVED TE C 35 -Box . UAn ?_ B -_ ccn � - SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). "ATE s o I : �TUB 45 1352.00 351 - -- `" 4 BE ' - RI - 4:. - -? !" STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL " 106TH AVENUE S E ' 2" SS FM o / - _ -: - 52.00 - - - _ __ - _ , i, ' -- r N IN S ----- S ----- S ----- S - -, -x �` __ -_ - _rte _ --" l ' INSTALLED PRIOR TO ANY OTHER CLEARING .� 52.00 '- 1 _ � _. -___. -�� _--- _- �, ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE / ------ WM --- W ----- w---- W --- -- r- ' f - 8" ATERLINE N,' °. S %� 351.50 R H A w� -- -w - - -- w - -- -w - -- w -- --- w - - - - -w - - -- - -- N�� 1.50 ; Tr;ASr % REETHATEALL PAVED S ' - W----- w---- -w - - -_ + ;; �\ DURATION OF BE REQUIRED TO ENSU - - - -- - - - -- ''- J LNCLC F r AREAS ARE�KEPT CLEAN FOR THE DURATION OF THE PROJECT. ° ... (- - CONC. WALK % d 352 - -` �� 1" DOMESTIC - SEWE. - �-- - - ':- ,� _ - - Y ' ; \� 5. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 3 MATCH EX - STABILIZED WITHIN 48 - - - 1'dATER STUB 65 .o% 3502o SON 349.90f „ \ 6" IWATERUI F i ) \ INCLUSIVE), ALL DISTURBED SOILS SHALL BE S _- ._ -. -� 1• 9.70 B X - - - - - - ._� ; M 9. X - - -' - - - - - 349.60+ - �� N- n tiv HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES 352.0 35 so 1 / , -� l+ I i1 SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE 49.70 N MATCH.EX I ti ,,/3-5 SQ �' 349.4s ) 1 ;G 1 \� e,_ , I \ .30 \ �, I k / ' AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, \ \ 351.50 351.30 350.45 348.98 `� A TAKE PLACE AS ' t I f � I STRAW MATTING, JUTE MATTING, STRAW MULCH, OR W000 CHIPS. vI _ I f ' SEEDING OF THE DISTURBED AREAS SH LL v / /r WEATHER PERMITS. 3 1.30 3504 351.2 S 348.9 NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF i GROUND UNLESS OTHERWISE NOTED. ❑ 351.74 J/ j � ; I \ i Q 5\ 349.98 \ 351.24 - / Tn r ry 9.48 Ln w \ 351.90 �/ I / f 351.744- w \ 351.24 se I i} 1 �� /` <<, Q', Q RETAIL X1.40 351.24 \ E. LINE OF THE W. 387.20' LOT 5 „ B LD6 \ 5 0.84 350.48 I J f �_ � 4��1`' �o`�' n,349.98 FFE = 352.Q 0 a' 51.40 ? / � I I \ 1 ` ,' `� BASIS OF BEARING 354 - - \ / ( -� I \ l� - 351.24 i , " I} I rELF'HONE E .F,N. 58 N 01'57'11" E FOR THE WEST LINE OF THE \ I I° E 'EOfiENT PER A.F.N. 583;42 :5 351.90 -- f _ -_ ,� �j' ,� NORTHWEST QUARTER OF SECTION 29 BETWEEN 351.24 /� , _ /' /� THURSTON COUNTY PUBLISHED MONUMENTS 788 Al AND GPS2. s / V ✓ ` \ � t \ _. -__- _' �� �/ WASHINGTON STATE PLANE COORDINATE SYSTEM - - - - - - AIN EA T PER A�F M04 3 3 �� ��_,_ - ` - -- �/ SOUTH ZONE (NAD 83/91) _ - - - - -- -- pL�p - �' 88 °18'36" E CONC. WALK _ - `_ - S 88'23'49" E __ \ \M TCH �� i wv I ` __----- - - - - -- - - - -- - : _- `' �� - -346 f - �.. 216.58' VERTICAL DATUM _ _ - - - � � CONC. CURB ❑ �, YELM AVENUE (STATE ROUTE 507) \ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY GYrevrnm 395.94 - -- - -� NAVD 88 - THURSTON COUNTY PUBLISHED BENCHMARK # 784A OH �- - N - - 0 35` FIVE CORNERS. YELM AVE. BALD HILL ROAD &CREEK STREET. POINT N 1'241- 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 RIGHT -OF -WAY CONVEYED TO W.S.D.O.T. PER A.F.N. 8504150149 CEN TER; iNE PER W.S.D.O.T. - - -- - - - -- -._ ; <_- - - - - - -- - - - - - -- MONUMENTATiON MAP JOT. SR 510 7.0 BALD HILLS RD. ViCIIVII DATED / / n /nn /..ln nV nl{ I V n 1$114111 A n i (` APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: r m CD I CD 24 351. 2. THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE YELM M CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING 3 .24 RIDGE LINE 1? lilt / CREEK M AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO FLOW ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, 51.54 351.54 /' 1 �I !!! ! Il /r PLAIN 4+ DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. \ y a r , l f / 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO i T - �� Z \� ---� 351.40 \° ` 351.45 351.501 351.55 o} __ _- __ _ I !. ji+ 351.78 � 1.40 35140 jI ' I -- ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES 6" PVC / 351.00 1.24 1.00 z j5�° 51.30 _� / /, N 3 I WATER STUB 351.28 /_- SID G__- .. D S e r. 351.20 3' �. �� o �� i THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET 1_80 3 p \ �q, - Spy �- i / `r' v SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE - - ... .., . ......:. p? 351.55 �° J L' - _ 351.45 �35765 ---- -o-j�' _ _. ___- _ �, _� � � I WITH R S METHODS (E.G. 1" DOMESTIC--,, s SEWER - �._ --�" � 351,00 _ __. -- - � � - . / ,+ i t, IMMEDIATELY STABILIZED WI THE APPROVED TE C 35 -Box . UAn ?_ B -_ ccn � - SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). "ATE s o I : �TUB 45 1352.00 351 - -- `" 4 BE ' - RI - 4:. - -? !" STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL " 106TH AVENUE S E ' 2" SS FM o / - _ -: - 52.00 - - - _ __ - _ , i, ' -- r N IN S ----- S ----- S ----- S - -, -x �` __ -_ - _rte _ --" l ' INSTALLED PRIOR TO ANY OTHER CLEARING .� 52.00 '- 1 _ � _. -___. -�� _--- _- �, ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE / ------ WM --- W ----- w---- W --- -- r- ' f - 8" ATERLINE N,' °. S %� 351.50 R H A w� -- -w - - -- w - -- -w - -- w -- --- w - - - - -w - - -- - -- N�� 1.50 ; Tr;ASr % REETHATEALL PAVED S ' - W----- w---- -w - - -_ + ;; �\ DURATION OF BE REQUIRED TO ENSU - - - -- - - - -- ''- J LNCLC F r AREAS ARE�KEPT CLEAN FOR THE DURATION OF THE PROJECT. ° ... (- - CONC. WALK % d 352 - -` �� 1" DOMESTIC - SEWE. - �-- - - ':- ,� _ - - Y ' ; \� 5. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 3 MATCH EX - STABILIZED WITHIN 48 - - - 1'dATER STUB 65 .o% 3502o SON 349.90f „ \ 6" IWATERUI F i ) \ INCLUSIVE), ALL DISTURBED SOILS SHALL BE S _- ._ -. -� 1• 9.70 B X - - - - - - ._� ; M 9. X - - -' - - - - - 349.60+ - �� N- n tiv HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES 352.0 35 so 1 / , -� l+ I i1 SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE 49.70 N MATCH.EX I ti ,,/3-5 SQ �' 349.4s ) 1 ;G 1 \� e,_ , I \ .30 \ �, I k / ' AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, \ \ 351.50 351.30 350.45 348.98 `� A TAKE PLACE AS ' t I f � I STRAW MATTING, JUTE MATTING, STRAW MULCH, OR W000 CHIPS. vI _ I f ' SEEDING OF THE DISTURBED AREAS SH LL v / /r WEATHER PERMITS. 3 1.30 3504 351.2 S 348.9 NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF i GROUND UNLESS OTHERWISE NOTED. ❑ 351.74 J/ j � ; I \ i Q 5\ 349.98 \ 351.24 - / Tn r ry 9.48 Ln w \ 351.90 �/ I / f 351.744- w \ 351.24 se I i} 1 �� /` <<, Q', Q RETAIL X1.40 351.24 \ E. LINE OF THE W. 387.20' LOT 5 „ B LD6 \ 5 0.84 350.48 I J f �_ � 4��1`' �o`�' n,349.98 FFE = 352.Q 0 a' 51.40 ? / � I I \ 1 ` ,' `� BASIS OF BEARING 354 - - \ / ( -� I \ l� - 351.24 i , " I} I rELF'HONE E .F,N. 58 N 01'57'11" E FOR THE WEST LINE OF THE \ I I° E 'EOfiENT PER A.F.N. 583;42 :5 351.90 -- f _ -_ ,� �j' ,� NORTHWEST QUARTER OF SECTION 29 BETWEEN 351.24 /� , _ /' /� THURSTON COUNTY PUBLISHED MONUMENTS 788 Al AND GPS2. s / V ✓ ` \ � t \ _. -__- _' �� �/ WASHINGTON STATE PLANE COORDINATE SYSTEM - - - - - - AIN EA T PER A�F M04 3 3 �� ��_,_ - ` - -- �/ SOUTH ZONE (NAD 83/91) _ - - - - -- -- pL�p - �' 88 °18'36" E CONC. WALK _ - `_ - S 88'23'49" E __ \ \M TCH �� i wv I ` __----- - - - - -- - - - -- - : _- `' �� - -346 f - �.. 216.58' VERTICAL DATUM _ _ - - - � � CONC. CURB ❑ �, YELM AVENUE (STATE ROUTE 507) \ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY GYrevrnm 395.94 - -- - -� NAVD 88 - THURSTON COUNTY PUBLISHED BENCHMARK # 784A OH �- - N - - 0 35` FIVE CORNERS. YELM AVE. BALD HILL ROAD &CREEK STREET. POINT N 1'241- 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 RIGHT -OF -WAY CONVEYED TO W.S.D.O.T. PER A.F.N. 8504150149 CEN TER; iNE PER W.S.D.O.T. - - -- - - - -- -._ ; <_- - - - - - -- - - - - - -- MONUMENTATiON MAP JOT. SR 510 7.0 BALD HILLS RD. ViCIIVII DATED / / n /nn /..ln nV nl{ I V n 1$114111 A n i (` APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: r m CD I CD uj w w w a 0 o= w N U Z w W Lz U v U m U U CD = o = LLJ m a_ rL = it it OVf AR. a�r 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJ EW ELL.COM Z J M C' Z u) WJO 2aZ V = WWQ 0 W w V EpW A R D OF WAS&j Cell Q �P . O Z T 42010 =� GISTZ?";- �~ SjONAL 4� ONE INCH AT FlAL SCALE F NOT, SCALE ACCORMGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- CV -01.dw DRAWING No: CG -01 SHEET No: 6 OF 18 I 30' 0 30' 60' 49� SCALE: 1 " =30' EMNEW Scale FEET N X BARBED WIRE FENCE 350 x x x N 88'23'51" W ' - -- - - ---- - - - -, -� 11 FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 3s� 106TH AVENUE S.E � ` -� -S - - - - -S - -- -7-- ------- W----- W---- -W--- - -W--I wl --- w - - - -rw 0 L 0 N C [o, E srFu" 29, T 17 Nj R 2 E7 WM F G 1 STONE FIELD FENCE :? TO 11 FEET -- l WIDE W% OLD BARB WIRE FENCE k (1112.25' PLAT) �BARBED VVRE FENCE 1112.03' CALC. _ — x - _ ' - x - x x =— -- y - -- x x _ _ - = _- - - - -- x - - - - -- x - x x - -- - x mmm�_ MEW mow-40MMMMENOMMENOf now mow f -ti \\- -STONE FIELD FENCE 5 TO 11 (6,0,1 i P� �.0� . 3595810) FEET WIDE W/ OLD BARB WIRE FE CE L - - '___ - (I W) r%*rr%r%r!! WATER LINE FURNITURE w E. LINE OF THE W. " , uinL]Rr s 387.20' LOT 5 BLDG TRENCH i a a � 0 N Q L ` WATERMAIN EASEMENT PEI - -- o - - - - - - - - — - - - - -- _ CONC. WALK J — S 88 "23'49" E �i -- OH H — - �_ —. aAli• CONC. CURB ❑ - -` —� W - O _ YELM AVENUE (STATE ROUTE 507) 0 0 o - -- C N N _C/) I= E �v CALL BEFORE YOU DIG ° N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N q UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a � LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY a- �,..., Z 1 GM MVr111V17. __ -_ V V----- VV '--- -- 'VV_.- --- VV-- -- 'S,6V___.. - ry i TRASH SIVKM UKA114 ENCLO' >..,, _ (TYP) i s t -EP I ION PER LEGAL L' S 'RIPTION - CENTERLINE PL.R Vd.J.L1.U.l. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. CATCH BASIN TYPE 2 (TYP) / / / / / / / r / 'HONE & TELEGRAPH MENT PER A.F.N. 583742 I / f' j / 1 I / / ❑ EX CATCH BASIN CATCH BASIN TYPE 1 TRASH SIVKM UKA114 ENCLO' >..,, _ (TYP) i s t -EP I ION PER LEGAL L' S 'RIPTION - CENTERLINE PL.R Vd.J.L1.U.l. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. CATCH BASIN TYPE 2 (TYP) / / / / / / / r / 'HONE & TELEGRAPH MENT PER A.F.N. 583742 I / / / / / / / / / / F.P. / SD — / / ❑ EX CATCH BASIN CATCH BASIN TYPE 1 / c AQUA SWIRL / SD CLEANOUT / INFILTRATION GALLERY RIP –RAP ENERGY DISPERSAL PAD / / EX WATER LINE / EX WATER VALVE /SYMBOL / / i BACKFLOW PREVENTER -� — -/ .._._ / POST INDICATOR VALVE / GATE VALVE BEND WITH THRUSTBLOCKING / END CAP o TAPPING SLEEVE / SPRINKLER DOUBLE CHECK VALVE / EXISTING SEWER FM / SEWER SERVICE LINE • SIDE SEWER CLEANOUT / / / / i / / / / / / / / / / / / RIGHT —OF —WAY CONVEYED TO W.S.D. 8504150149 f:J LEGEND: / - - - - - SD ----- SD - / SD — / / ❑ EX CATCH BASIN CATCH BASIN TYPE 1 / c AQUA SWIRL / SD CLEANOUT / INFILTRATION GALLERY RIP –RAP ENERGY DISPERSAL PAD / / EX WATER LINE / EX WATER VALVE /SYMBOL / WATER LINE v BACKFLOW PREVENTER -� FIRE HYDRANT / FDC / POST INDICATOR VALVE / GATE VALVE BEND WITH THRUSTBLOCKING / END CAP o TAPPING SLEEVE / SPRINKLER DOUBLE CHECK VALVE / EXISTING SEWER FM / SEWER SERVICE LINE RIGHT —OF —WAY CONVEYED TO W.S.D. 8504150149 f:J LEGEND: - - - - - SD ----- SD - EX STORM DRAIN SD — PROPOSED STORM DRAIN FLOW ARROW ❑ EX CATCH BASIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 AQUA SWIRL Oco SD CLEANOUT INFILTRATION GALLERY RIP –RAP ENERGY DISPERSAL PAD go — --- W- - - - -W— EX WATER LINE ON EX WATER VALVE /SYMBOL —w WATER LINE v BACKFLOW PREVENTER -� FIRE HYDRANT W FDC • POST INDICATOR VALVE 04 GATE VALVE BEND WITH THRUSTBLOCKING E END CAP o TAPPING SLEEVE DCCV SPRINKLER DOUBLE CHECK VALVE — - - - - S - - - - S EXISTING SEWER FM SEWER SERVICE LINE • SIDE SEWER CLEANOUT MG=) STEP SEWER TANK F-1 GREASE INTERCEPTOR BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 Services Engineer APPROVAL EXPIRES: u�u1 uj � I ON w i N U Z � N w w N Y U U w C-) v CL m 0- w w w w M M o0©s AR E L L"C 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360352 -1509 WWW.SHEACARRJEWELL.COM 9 Fw] LLJ CO) XJO �aCD U) W23: W X02 LLJ W �GVJ A RD Q �P 0 o 4u A R 42010 p �� FGISTER� �~ SIONAL 004,, ONE INCH AT FULL SCALE F NOT, SCALE ACCMMNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY- AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- UT -01A.dW DRAWING No: UT-01A SHEET No: 7 18 11 Ln I ci 1 A N J 5 U Q z 0 ui d S W 0 WJ 9 0 J w a U W U Q 0 0 0 c 0) O N qi CO oz �N I � r` Y NU fzz� � N o�n N 0 °z I C61 x F SEC 29, T 17 N, R 2 E, WM 30' 0 30' 60' SCALE: 1' =31Y MENOW Scale FEET N 4, WIDE W/ OLD BARB WIRE FENCE i I BARBED - -_ 40.2' X X WIRE FENCE X X X X (1112.25' PLAT) I I %BARBED WIRE FENCE N 88'23'51" W � _ - =-- `- ��--_. iL___I__ ! �. _ 1112.03' CALC.�- X - X _ NL OH -- _ X ' �. - - ------ - -- - X - - -_� - X X _'- --i�- _ _. - - x __ _ ._ -_. x 12.2' X -- d _ -_�- ' ' f . ` p STONE FIELD FENCE 5 TO 11 JK #1 V (610.I,i Pr �,. 3,595810) FEET WIDE W/ OLD BARB WIRE FENCE FURNITURE #2 FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE STORE R.SWIFT 9 /18 /0 r LS# 27195 9/18/07 \ ....._... ..,.nr .. fl,l, nl . \I IMCTAI I urvw nRAIN r`I FAN 106TH AVENUE S.E.°r ---- S --- - - S - -- ----- W----- VJ----- W- ---- W- I W ----- rnr ----- nr_ YELM AVENUE (STATE ROUTE 507) CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY GYrAVATIr1N S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS f IE= 48. •� j i 3 i � • RIM= 351.00 i VV O_ CONTRACTOR TO FIELD In LOCATE EX 12' SD OUTLET AND CONNECT TO CB #10. ; APPROX LOCATION IS N= 590527.80 E= 1118992.29 CENTERLINE PER W.&D.O.T. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED n /nn /nn r.v nu i v n c.uuecefi n i , ON PER LEGAL S"RIPTION (� :.I'2,.r'E- ',, i +0' STORM DRAINAGE CATCHBASINS: 16- I / t i / / / / / I / / / / { -� S 88 °18'36" E / 216.58' / - -T OH - OH r / / / / H w�w�w uj STORMWATER LEGEND: N - - - -- SD - - - -- SD - EX STORM DRAIN Z uj gp PROPOSED STORM DRAIN w a. w FLOW ARROW o ¢ o EX CATCH BASIN N CATCH BASIN TYPE 1 Q m a s w w w CATCH BASIN TYPE 2 a' AQUA SWIRL 000 SD CLEANOUT • OBSERVATION WELL INFILTRATION GALLERY GALLERY AR ELLc 2102 RIP -RAP ENERGY DISPERSAL PAD BLD CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 -352 -1509 W W W.SHEACARRJ EW ELL.COM STORM DRAINAGE NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. (jj 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND M Z EQUIPMENT NECESSARY TO COMPLETE THIS WORK. Q 1101 Z 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO a W J 0 CENTER OF STRUCTURE. Q 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO uj �LVZ CENTER OF STRUCTURE. Q W W Q 6. INSTALL CATCH BASINS PER WSDOT STANDARD PLAN B- 10.20 -00 3 2 7. PLAN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY. 2 H O 2 CONTRACTOR TO VERIFY FOR THESE SYSTEMS. VERIFY AND W COORDINATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT O }, WHERE SHOWN ON EXISTING PLANS. t1 W NOTES: V 1. ROOF DRAIN TIGHT LINE SHALL HAVE A MINIMUM 2% SLOPE. 2. STRUCTURES STATIONED AT CENTER OF STRUCTURE Z 3. FOOTING DRAINS TO CONNECT TO ROOF DRAIN TIGHT LINE. W BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SEC11ON 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 Services Engineer APPROVAL EXPIRES: OpP�VWA c' wA 40 2 Z O F !L 6I ST O I�NAL ouI� ONE INCH AT FULL SCALE IF NOT, SCALE ACCMNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- SD -01.dw DRAWING No: SD -01 SHEET No: 8 OF 18 CB 11 TYPE 1 CB 19 AQUA SWIRL AS -3 RIM= 351.00 RIM = 352.25 IE= 349.20 (12 "E) IE= 349.20 (8 "W) IE= 348.06 N= 590699.73 E= 1119048.45 N= 590651.65 E =1118871.42 SEE SHT SD -02 FOR DETAIL CB 12 TYPE 1 CB #10 AQUA SWIRL AS -3 RIM = 351.00 RIM= 351.30+/- IE= 348.62 (12" E) IE= 346.67 (120 W,E) IE= 348.62 (6' N) N= 590533.81 E= 1118994.154 N= 590642.53 E= 1118982.87 SEE SHT SD -02 FOR DETAIL INSTALL 40'X60'X2' INFILTRATION GALLERY CB 13 TYPE 1 CB #11 TYPE 1 SEE DETAIL ON SHT RIM = 351.54 RIM= 351.20 SD -02 IE= 348.32 (12" E) IE= 346.72 N= 590533.24 E= 1118984.17 N= 590641.92 E= 1119041.85 CB 14 TYPE 1 CB 112 AQUA SWIRL AS -2 RIM = 351.00 IE= 348.62 (12" W) RIM= 350.00f IE= 346.33 (12" E. W) IE= 348.62 (6' N) N= 590483.36 E= 1118911.43 SEE SHT SD -02 FOR DETAIL < --- ----.. N= 590640.30 E= 1119101.33 ' CB 15 TYPE 1 CB 113 TYPE 1 r. RIM= 351.80 IE= 348.11 (12' N,S,E) RIM= 349.48 IE= 346.48 (12 "N) N C POD® N= 590699.94 E= 1119040.70 IE= 346.48 (8 S) �- N= 590483.82 E= 1118894.93 CB #6 TYPE 1 CB 114 TYPE 1 ' ' RIM = 351.50 IE= 348.22 (12" N,W ,E) RIM= 349.70 RIM=S 9. N= 590577.95 E= 1119040.10 N= 590508.79 E= 1118825.14 #7 TYPE 1 CB 115 TYPE 2 -48" RI M = 351.00 IE= 348.52 (12' W) N= 590576.33 E= 1119099.58 RIM = 352.00 IE= 344.91 (12" W,E) N= 590543.90 E= 1119169.73 i ' CB #8 TYPE 1 RIM = 351.00 ; IE= 348.52 (12' E) N= 590579.56 E= 1118981.13 I / / / / / / / I / t i / / / / / I / / / / { -� S 88 °18'36" E / 216.58' / - -T OH - OH r / / / / H w�w�w uj STORMWATER LEGEND: N - - - -- SD - - - -- SD - EX STORM DRAIN Z uj gp PROPOSED STORM DRAIN w a. w FLOW ARROW o ¢ o EX CATCH BASIN N CATCH BASIN TYPE 1 Q m a s w w w CATCH BASIN TYPE 2 a' AQUA SWIRL 000 SD CLEANOUT • OBSERVATION WELL INFILTRATION GALLERY GALLERY AR ELLc 2102 RIP -RAP ENERGY DISPERSAL PAD BLD CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 -352 -1509 W W W.SHEACARRJ EW ELL.COM STORM DRAINAGE NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. (jj 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND M Z EQUIPMENT NECESSARY TO COMPLETE THIS WORK. Q 1101 Z 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO a W J 0 CENTER OF STRUCTURE. Q 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO uj �LVZ CENTER OF STRUCTURE. Q W W Q 6. INSTALL CATCH BASINS PER WSDOT STANDARD PLAN B- 10.20 -00 3 2 7. PLAN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY. 2 H O 2 CONTRACTOR TO VERIFY FOR THESE SYSTEMS. VERIFY AND W COORDINATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT O }, WHERE SHOWN ON EXISTING PLANS. t1 W NOTES: V 1. ROOF DRAIN TIGHT LINE SHALL HAVE A MINIMUM 2% SLOPE. 2. STRUCTURES STATIONED AT CENTER OF STRUCTURE Z 3. FOOTING DRAINS TO CONNECT TO ROOF DRAIN TIGHT LINE. W BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SEC11ON 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 Services Engineer APPROVAL EXPIRES: OpP�VWA c' wA 40 2 Z O F !L 6I ST O I�NAL ouI� ONE INCH AT FULL SCALE IF NOT, SCALE ACCMNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- SD -01.dw DRAWING No: SD -01 SHEET No: 8 OF 18 1 N O I N 1 5 I 03 N J 5 U z I O Uj fn Lij Q a 0 J W W Q U W 0 U Q to 0 0 0 C N_ � W sr N mz N I � E O A * Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orien n10%M `] "EA%r/ L:3 Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. 16" OD Max 101 LC Manhole Frame and Rim elevations to match finished Cover by Manufacturer. grade. HDPE risers can be field (See Detail) cut by Contractor. 3211 OD Grade (Rim) el. Place small amount of concrete to support and level manhole frame. DO NOT allow manhole frame Riser Varies Gravel Backfill shall extend at, least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser) rt. extending laterally to undisturbed soils. (See MH Detail Below) 421' Arched Baffles Gravel Backfill Phone (8e8) 344 -9044 r -r • r -r r r -r r -r _� -r -r -� 411! 1 11 Undisturbed Soil Manhole Frame & Cover Detail to rest upon HDPE riser. For Non - Traffic Areas Only NTS Section A -A Aqua -Swirl Concentrator Model AS -3 CFD Standard Detail nding CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD z� / C RECTANGULAR ADJUSTMENT SEC71ON ago OR CIRCULAR ADJUSTMENT SEC70 ° D FLAT SLAB TOP MORTAR (TYP.) D OR r O v O D •D Z D e REINFORCING STEEL (TYP.) �C4 GRAVEL BACKFILL FOR —� 7o , : PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER *Cr RING a, a •a: 4'` ✓``,? c.t GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST 1[7 Y " U CALL BEFORE YOU DIG �rX N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N � PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Z EXCAVATION. 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2, THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. I THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5' MAAMUM. 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 D� WALL THICKNESS THICKNESS MAXIMUM KNOCKOUT SIZE ', D 0 4 INTEGRAL BASE 48" 4' 6" A' Ir 0.23 0.15 54" 4,5" 8" 42" 8' 0.19 0.19 60" 5' 8" 48" 8' 0.25 0.25 .•o 6" 8" 60' if 0,35 O 84" 8' It 72" it 0.39 0.29 48" 12' D °D 12` 0.39 D MORTAR (TYP.) D OR r O v O D •D Z D e REINFORCING STEEL (TYP.) �C4 GRAVEL BACKFILL FOR —� 7o , : PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER *Cr RING a, a •a: 4'` ✓``,? c.t GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST 1[7 Y " U CALL BEFORE YOU DIG �rX N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N � PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Z EXCAVATION. 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2, THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. I THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5' MAAMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in 2 /ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4' 6" 36" Ir 0.23 0.15 54" 4,5" 8" 42" 8' 0.19 0.19 60" 5' 8" 48" 8' 0.25 0.25 72" 6" 8" 60' if 0,35 0.24 84" 8' It 72" it 0.39 0.29 48" 12' 84" 12` 0.39 0.29 PIPE ALLOWANCES CATCH BASIN DIAMETER PIPt MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP 0 SOLID WALL PVC D PROFILE WALL PVC (3 48" ;�4" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" 1 Corrugated Polyethylene Storm Sewer Pipe (Std Spec. 9- 05.20) Std Spec. 9- 05.121)) 3 (Std Spec. 9- 05,122)) CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20 -00 A * Please see accompanied Aqua -Swirl specification notes. See Site Plan for actual system orientation. 12 3/4" OD MA Octagonal Base 1 Y`-2" DRAIN R, C F Plan View Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. Bollards shall be placed around access riser(s) in non - traffic areas to prevent inadvertent loading by maintenance vehicles. Cover J_ . . ' . . soil - . . ' . 4" Concrete came %, 21, 2" 2" Ce3 H Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 3211 OD grade. HDPE risers can be field (See Detail) cut by Contractor. j 'Gravel Baddill shall extend at r %least 3.5 feet outward from 1 ,Swirl CO hator and for ! , :full height of the Swirl Concentrator (Including riser) !gi eMteNirg laterally to r ? undisturbed soils (see MH .� r -DetaJ Below) tit j Gravel BadAill Pace small amount of concrete to support and level manhole frame. PO NOT allow manhole "me to rest upon HDPE ds8r• Manhole Frame & Cover Detail For Non - Traffic Areas Only Section A -A NTS Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail ndir:g TV AVV A& 60' DIMENSIONS INFILTRATION GALLERY DETAIL A -A NOT TO SCALE MIRAFl 14ON FILTER (OR 1 Y` -2" WASHED APPROVED EQUAL) ON TOP DRAIN ROCK FINISH GRADE - SEE PLAN VIEW AND IDES. MIN. 2' OVERLAP. TOP ELEV. 347.00 BOTTOM ELEV. 344.00 12663' TRENCH DIMENSIONS 6' INFILTRATION TRENCH DETAIL NOT TO SCALE MIRAFl i40N FILTER (OR APPROVED EQUAL) ON TOP AND SIDES. MIN. 2' OVERLAP. TOP ELEV. 350.00 BOTTOM ELEV. 348.00 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: o, IT o 0 w N O U z MW �2 z n- z W N g Y U }O m c> F— N F- U U 0 W ° W Cl- M a W W W oc cr_ of ROME 0A H 1% F }. AW WELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360352 -1509 W W W.SH EACARRJ E W ELL.COM V Z_ 0 J 0< 0 W Zp �Q Q Y- Z Q W �0 Z 0 W 0 � JO Z W�a 0 � _j �eV� Uill W W V �pWARO of w Sy G'r tr Q r Z z v of 'n 42010 O GISTER�O �~�� ZONAL ONE INCH AT RU SCALE F NOT, SCALE ACCORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBBON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY- JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 SD -02 11 0 0 0 c N_ ED N •Z �N 1 � EU t� Y sF U LO CD O N o In N W CDCC 0 c � a 01 z A i B 3/8" EXPANSION MATERIAL THRU JOINTS SHALL BE PLACED AT 90• TO FACE OF CURB AND NO MORE THAN 25 FT. APART. NORMAL CURB HEIGHT = 6" BATTER = 1:6 — ROADWAY 9� BROOM FINISH SLOPE 0.02'/FT. �)P 4" MIN co 1/4" RADIUS 2" CRUSHED g• (np) SURFACING TOP COURSE NOTES: 1. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING. 2. CONCRETE SHALL BE TYPE II PORTLAND CEMENT CLASS 3000. 3. BROOM FINISH SHALL BE PERPENDICULAR TO FACE OF CURB. 4. JOINTS SHALL BE TROWEL FINISHED, AFTER BROOMING. 5. INTEGRAL CURB AND WALK SHALL BE USED ONLY IN ( "IN -FILL") TYPE SITUATIONS WHERE NEEDED TO MATCH EXISTING IMPROVEMENTS. CEMENT CONCRETE INTEGRAL CURB & WALK TYPE "A" -3' x S x 8" COMMERCIAL CONCRETE PAD #4 REBAR, O.C. 1 •• 1 • 1 • r 1 gag • Rim1 . 1 1' M• :1 ECCENTRIC REDUCER IF TIGHTLINE IS LARGER THAN 4" MIN 4" MIN -45' / ELBOW r 3HTLIN SIZE VARIES i r r� rrr rrr_rr�,� \ \ii TRENCH BOTTOM BEDDING AS REQUIRED ROOF DRAIN CLEANOUT CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. C ij -11/2" RADIUS (TYP) 1/2- EXPANSION MATERIAL WHERE ABUTTING EXIST. STRUCTURES (TYP) 6. ALL EDGES AND JOINTS SHALL BE FINISHED. 7. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GLADE SHALL NOT DEVIATE MORE THAN 1/8 INCH, AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. �— RECESSED HANDLE TYPE COVER VALVE BOX "CLEANOUT" CAST IN LID #4 REBAR, O.C. FINISHED GRADE w Q FE CL W D W I� 0 E SEC 29, T 17 N, R 2 El WM NTS FACE OF CURB — MANUFACTURED WHEEL' 4" WIDE, WHITE PAINT LINES (TYP) / w EXTRUDED CURB (SHOWN FOR ILLUSTRATION) 2" CLASS 'B' 2" CSTC `-8" BALLAST ASPHALT CONCRETE NTS (_ 9' 8' 9' 9 _ ff I PARKING SPACE LAYOUT NTS a. Q d 4 11 ' i `A4 � � � Q .d �7 O d Q -0. ' C" 4 '� d. V 90 2" CLEARANCE (TY >/ �• a a 4V d d �P .. d m ;TOP 4" WIDE, YELLOW a, a 0 PAINT LINES W 0 N (_ 9' 8' 9' 9 _ ff I PARKING SPACE LAYOUT NTS a. Q d 4 11 ' i `A4 � � � Q .d �7 O d Q -0. ' C" 4 '� d. V 90 2" CLEARANCE (TY ui W a a 4V d d �P .. d m d _ Q q d 2.5u 4n d d a. 8" MIN 10" MAX TWO #3 BARS 3:1 SAND & CEMI GROUT 1" DEPTH TWO #6 BARS PRECAST CEMENT CONCRETE WHEELSTOP 6" NON— SHRINK GROUT �I PROPOSED DRIVEWAY DETAIL SCALE: 1"=10'—O" THREADED END CAP GROUND LINE POROUS PAVING b 1/4' MINUS ROCK SCHEDULE 40 PVC OR ABS PIPE W FRAME AND GRATE TO SUIT LANDUSE W a. N O o O O O O W a. 0 0 0 O N 0 0 0 CC LLJ 0 0 o '- O O ° V1,. C� O io o O o V 6.9 OBSERVATION WELL NTS �nA EXTRUDED CURB NTS 5E JA, N /�v 3 6 MIN. R- TYF'. 11'P. ` MIND. I YF'. TYP. I& / / TYPE I 1�F II qqz Its IN }' AS 1 F' I f }> r 'MIN:' REQP.r T`rP TTYP. MIN. MIN. T'Y P F III TYPE IV T Y P I C A L C U R E R A M P S EOTTOM OF RAMP MAY VOTE: SEE SIDEWALK SPACING, F-AVE MAX. 1 /�" UP EXPANSICN OINTS & SCDRE AT 45'. MARK DETAIL FOR ADDITIONAL ,45. .NOTES. Z2: \� FLOW LINE AS SEE OF GUTTER `�\ \ \\ , M N. REOD. [-LIP �\ .� / � 4' 2 DETNL �\ .t 12 LIP )ETA.IL RAMP SFCTION NOTES. 1. RAMP TEXTU:IVG IS -0 BE DONE VITA AN EXPANDED METAL GRATE PLACED AND REMOVED FROM YgET CON. IO LEAVE A DIAM:INL' PAIILKN. ]HE LUNG AXIS OF �"\I Y 01{ YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OF PJBLIC W(:) :RKS TO THE CURB. G:RO(',VFS SHAI I RF 1/8" r):-FP AND 1/4' WIDE. n I /� 2. CURR RAMPS' SHAI I RF P0l!RFD AS A SFPARATF ^ Y I� I Imo- H L UNIT -ROM TH_ SD_WALK AND FROM -HE CURB AND r' V GUTTER, ISOLATED BY EXPANSION FONT MATERIAL v / i ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. APPROVFD DWr_,. NO. 3. INLETS SHAL_ BE LOCATED SO THAT RUNOF- DOES NO) FLOW PASI )Hr- CURS CAMP, NO INLLf5 AHL PUBU WORKS DIRECTOR DATE 4-1 10 BE 5L SO I HA I PLJE51 KIANS WALK OVEN Ott AROUND THEM. DES. DNA. CKD. DATE >EG S-� s -c s -� 1 Q �a/04 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: } w W w W ui W m 0 o a, a 0 W oO H U N C3 Z z W a Cn Ln W O Y U m O U) zz U W a_ U I m U w a W w Of w Ckf w cr_ OAAH Y %-,"' 4r r I . ELLInc 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 3524465 F: 360- 352 -1509 W WW.SHEACARRJEWELL.COM 0 z Q U) p .j w J O X IQ— MVz W C� E- OC = �0 W�a H Z Q> U) 0 uj g a w W 0 ♦OC V �pWARD e, aF w tiJ s Q • 2 O � Z eG 42010 ��p STE G SIONAE ONE INCH AT flII.L SC&L IF NOT, SCALE ACOORDYiaY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBBON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No. 1290-01 SD -03 SHEET No: 10 nc is 1 5 I 0 I N A 30' 0 30' 60' SCALE: 1"=J0' Scale FEET 4 a' 4 44 _ x X X - - - -- N 88'23'51" W I 1 FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 I I i i X X ' • 'Tf .r P X C E SEC 29, T 17 N7 R 2 E7 WM F I 40.2' ^� (1112.25' PLAT) I , 11 12 1112.03' 'A C. - _ _ Y -- i _ _ ( ` - -t �-.i - -_� _ i X X -- - I �y. �. �. ... - X - _ _ __ - X -'' 122' X X _- x - x �_ _ V x ` m :. .a. ..9 °.%�> �1ntt( --__" ---a-- -9 ----- -_ �...�I� � � ® � o a� � �I� � � � � � � � tea• .s a �f___- V 9 LF 8" P C I° (610,13' P ' f O.S. 3595810) FURNITURE G ° -. a S tO INSTALL: 12 CONTRACTOR TO COORDINATE 4 13 FIRE HYDRANT ASSEMBLY WITH ADJACENT PROPERTY I 1 SEE DETAIL' SHT UT -04 OWNER FOR INSTALLATION OF 4 - 57 LF FDC CONNECTION N= 590455.19 E= 1118848.29 WATERMAIN. -C.> 15 (SEE MECHANICAL PLANS > SEE ENGINEERING PLANS FROM ° - " �. ; FOR PIPE SIZE AND TYPE) O2 CONNECT WATER SERVICE SOUND ENGINEERING DATED :A'': 'g w RETAIL -- _ TO BUILDING SEE BUILDING JULY 21 2008 FOR WATERMAIN M TT-� v PLANS FOR EXACT LOCATION. PROFILE AND CONNECTION. BLDG _ 01 i r�-' � 1 " 33 iINSTALL: 13 CONNECT WATER SERVICE `. I . ® ( I I I I ! �' 1 •6" X45' BEND MJxMJ 0 TO BUILDING. SSE BUILDING SID u 1 6 FIRE f-"' sn - _ SPRI LER CONNECTION 3 I sn __ _._.- - - - - -- so _- 16 _ 10 ! I J I�: W 17i U f �3 f r 3 LO 9 19 a 7 16 LF 1" HDPE WA ER STUB' 3 P � d so _ _ _ 20 LF b f IKt 1" DOMESTIC Aso• ° -SEWER == -" 56 LF 6 PV SPRINKLER CONNECTION y WATER STUB 6 CARSON 20 BOX , 1" DOMESTIC - -- WATER STUB �" S WER I J 106TH - -- - -- -- - - -- AVENUE S.E.; -S- -s - S--- 5----- - - - - -� ? „- - -S- -- _ 21 °X D8- - - - - _ SID --- W----- w----- W- - - - -w- �- - - - -- _ W - -- W - - -- N -- -W - -- -- 8" yWyATER - - - - -- - - - - - - -- d C •4 h =� 6 _ 1" DOMESTIC SEINER •m �� Y s - �-- - - - -� - _ WATER ST'' C SON 1 -- -- - -- ------ - - - -== 5 w 6° WATERLIN� B X � - -- ` AI'- - - - -Vd --- -- Vd - - -- W - -�-- 1V V -- - - - -,� o - 3 A 73 LF 6" PVC I i � I wV 1 �I W wV I p II r Q INSTALL 20' SLEEVE ON WATER MAIN TO PROTECT FROM SEWER SEPERATION Zn RETAIL , EX. WATER METER MUST'BE ' a i s > RETROFITTED WITH CURRAT I BLDG i j RPBA PER THE CITY OFaLM o 6a jj STANDARD DETAIL ON SHT I ( UT -05. co I , S 88 °23'49" E � - - -- ______----.-_-__------ C N co 72 cn YELM AVENUE (STATE ROUTE 507 EU T 4- --- - -- -- -- -- - 9 Y 'r' U CALL BEFORE YOU DIG 6 o N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N 1A UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z EXCAVATION. I i JL SD - C wV PER LEGAL N I Z.'; r_ 4Y i ifs W/ THRUST BLOCKING PLANS FOR EXACT LOCATION. N= 590504.67 E= 1118793.77 r 14 `CONNECT FlRE LINE TO O4 FIELD LOCATE EX. 6" WATER UILDING. SEE MECHANICAL MAIN STUB. CONNECT AND PLANS FOR EXACT LOCATION. EXTEND 6" PVC WATER MAIN. 15 INSTALL: O 5ELD LOCATE EX. WATER METER SPRINKLER DOUBLE CHECK VALVE INSIDE THE BUILDING. �ERVICE AND EXTEND 1" WATER SERVICE TO BUILDING SEE MECHANICAL PLANS FOR N= 590514.40 E= 1118782.61 EXACT LOCATION. '{ INSTALL: 16 INSTALL: 1- 1" RPBA PER CITY OF YELM 1 -FDC ASSEMBLY STANDARD DETAIL ON SHT SEE DETAIL SHT UT -03 UT -05 N= 590627.26 E= 1118964.55 6 FIELD LOCATE EX. WATER METER 17 INSTALL: SERVICE AND EXTEND 1" WATER Ln POST INDICATOR VALVE t'o Q ,i SERVICE TO BUILDING N= 590626.16 E= 1118961.05 CD / N= 590564.73 E= 1118789.87 cj!� INSTALL: 18 INSTALL• Zo C1.4 1 -1" RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY STANDARD DETAIL ON SHT SEE DETAIL SHT UT -03 UT-05 N= 590623.41 E= 1118955.89 ' 77 CONNECT WATER SERVICE 19 INSTALL: TO BUILDING. SEE BUILDING 1 -11 1/4' BEND (MJxMJ) PLANS FOR EXACT LOCATION. W/ THRUST BLOCKING O8 CONTRACTOR TO FIELD LOCATE N= 590606.16 E= 1118959.58 EXISTING WATER MAIN AND 20 FIELD LOCATE X. 6" WATER CONNECT NEW 8" WATER MAIN. MAIN STUB. CONNECT AND INSTALL: 1 -8" TAPPING TEE ASSEMBLY EXTEND 6" PVC WATER MAIN. N= 590557.47 r= 1118944.88 W/ THRUST BLOCKING INSTALL: SEE ENGINEERING PLANS FROM 1 -22 1/2 BEND (MJxMJ) SOUND ENGINEERING DATED W/ THRUST BLOCKING JULY 21, 2008 FOR WATERMAIN CONNECTION AND PROFILE. 21 FIELD LOCATE EX. WATER METER SERVICE AND EXTEND ' OINSTALL- 1" WATER SERVICE TO FIRE HYDRANT ASSEMBLY BUILDING SEE DETAIL SHT UT -04 N= 590546.21 E= 1118927.78 N= 590575.27 E= 1118853.28 INSTALL.• 1 -1" RPBA PER THE CITY OF 10 INSTALL: YELM STANDARD DETAIL ON ' 1 -8" TEE, (FLxMJ) SHT UT -05 ' 1 -8" GATE VALVE (FLxMJ) N= 590624.62 E= 1118874.98 11 INSTALL: FIRE HYDRANT ASSEMBLY SEE DETAIL SHT UT -04 N= 590748.23 E= 1118857.24 S 88 °18'36" E 215.58' mmuwumm� now Mw oil - - - - - - -- --. oil fflM H WATER LEGEND: w ----- w_ EX WATER LINE @N EX WATER VALVE /SYMBOL W WATER LINE o BACKFLOW PREVENTER �- FIRE HYDRANT cc FDC ♦ POST INDICATOR VALVE N GATE VALVE o o BEND WITH THRUSTBLOCKING END CAP o TAPPING SLEEVE DCCV SPRINKLER DOUBLE CHECK VALVE NOTE: 1. LOCATION OF EXISTING WATER MAIN IS APPROXIMATE AND IS BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. 2. MAINTAIN MINIMUM 42 INCHES OF COVER OVER ALL WATERMAINS. 3. WATER AND SEWER MUST HAVE 10' OF HORIZONTAL SEPARATION AND 18" OF VERTICAL SEPARATION. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) } w w w NAVD 88 PROJECT ENGR /ARCH: THURSTON COUNTY PUBLISHED BENCHMARK 1784A m DESIGNER: JIM GIBSON FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT DRAWN BY: FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF rn o o CADD CHECKED BY: JIM GIBBON ELEVATION = 359.66 a 0 CHECKED BY: AMY HEAD NGVD CONVERSION FACTOR CHECKED / APPROVED BY: NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBBON w 0 STAMPED BY: BETWEEN THE DATUMS. JIM GIBBON HORIZONTAL SCALE: } ~ U N O Z VERTICAL SCALE: NIA DATE: Y O U O tz U w N U o � a o M � 0- s W w HIC-4 M H C W4 , yk AR� ' ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360.352 -1509 W W W.SHEACARRJ E W ELL.COM Z J a U) M 0 XJO MuZ WWU) ~O� Lu W �pWARID - G/ 0 OF WA j f %P Q . a 0 Z ``' RG 12010 p �-Z� S10NAL VERTICAL DATUM APRIL 2009 APPROVED FOR CONSTRUCTION JOB N 1290 -01 DRAWING FILE No: BY: Date: 1290- 01- UT -01.dw Development Services Engineer DRAWING No: APPROVAL EXPIRES: UT -01 SHEET No: 11 „F 18 ONE A SCALE E NOT, SCALE ACCORDMGLY , S LE NGL NAVD 88 PROJECT ENGR /ARCH: THURSTON COUNTY PUBLISHED BENCHMARK 1784A JIM GIBBON DESIGNER: JIM GIBSON FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT DRAWN BY: FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF L HURTADO TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. CADD CHECKED BY: JIM GIBBON ELEVATION = 359.66 CHECKED BY: AMY HEAD NGVD CONVERSION FACTOR CHECKED / APPROVED BY: NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBBON 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE STAMPED BY: BETWEEN THE DATUMS. JIM GIBBON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 APPROVED FOR CONSTRUCTION JOB N 1290 -01 DRAWING FILE No: BY: Date: 1290- 01- UT -01.dw Development Services Engineer DRAWING No: APPROVAL EXPIRES: UT -01 SHEET No: 11 „F 18 1 N O F� 0 I A 30' 0 30' 60' SCALE: 1 " =30' Scale FEET - 4 v e_�g I ♦�- .•1.� B� 0 2 am , 4 ' ' D RETAIL BLDG 14 , , 13 , •e I D 4. I , 6" PVC WATER STUB a R 1" DOMESTI So \\ WATER STUB 40.2' 0 G C SEC 29, T 17 N, R 2 E, WM 11 G 1O INSTALL' 4" GRAVITY SIDE SEWERS AND CLEAN OUTS PER STANDARD _ DETAIL ON SHT UT -05. LOCATONS MUST BE CONFIRMED - - - -- �� r WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) , i I) f O2 INSTALL: L 4' GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST ___------ BE CONFIRMED WITH BUILDING/PLUMBING PLANS.: (TYPICAL 1 4 LOCATIONS ) THIS GREASE INTERCEPTOR SYSTEM TO BE 1 f AT WNER DIRECTION. (OPTIONAL) C� INSTALL• p� a 4000 GALLON GREASE INTERCEPTOR AT OWNERS DIRECTION /APPROVAL SEE DETAIL ON SHT. UT -06. tA d .1__ 4 O4 INSTALL: 6" GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP be- 47-V s �@ TANK. SLOPE SHALL BE A MIN OF 29'0. FURNITURE 0 INSTAL.: 1 STORE 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT 4' .Q UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD 18 MAN ANCHOR SYSTEM. �� : • . 17 N= 590436.61 E= 1118842.57 (CENTER OF TANK) INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL TO BE ATTACHED TO THE FACE OF THE BUILDING WHERE N © o I OPERATOR CAN HAVE VISUAL LINE OF SITE WITH THE TANK. 16 i it SEE STANDARD DETAIL ON SHT. UT -06 I tla SD - _- _- i i �7 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER 3D ' -_ sr� -�_ ! SERVICE BEHIND SIDEWALK. 12 k - SD - - - -- - -- iNSTALL: 2" STEP SERVICE TO STEP TANK. SEE DETAIL ON SHT UT -05. N= 590523 01 E= 1118812.15 (CARSON BOX) Cj W CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. INSTALL: -I- 70 LF 2" PVC n � ' I, 2" STEP SERVICE TO STEP TANK. 3' STEP SERVICE LINE %l SEE DETAIL ON SHT UT -05. I 1145 LF 2" PVC - N= 590553.76 E= 1118814.64 (CARSON BOX) STEP SERVICE LINE - -- s� - - --_ CARSON Box z I` - - SD O9 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL I 1" DOMESTIC BE ATTACHED TO THE FACE OF THE BUILDING WHERE r WATER STUB a OPERATOR CAN HAVE VISUAL LINE OF SITE WITH THE TANK. SEE STANDARD DETAIL ON SHT. UT -06 SEWER 106TH AVENUE S.E. ---- s--- - -s - -- -� -- s - -- - - - -- - 2„ SS F ox j- _ -- INST - s s - - - - s - - - - s - - - - s - - - - s - - - - - s - -,- x 15 _- s0 - -- 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF ' ' f YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT ---- � --- W------ W----- W ----- w --� W- __-- -W - - -- VV - -- -VV - -- W----- W--- - -W - -- 8" �^JATERL ,. . m. , / _ _ _ _ ------ W ----- W - - - \ \ W\/ . ° UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD • s •' fib\ -- _._.�__.__- _. -_ -__ (-'- MAN ANCHOR SYSTEM. 0 1" DOMESTIC SEWER N= 590608.63 E= 1118855.73 (CENTER OF TANK) ' WATER STUB CARSON I \� \' -� -�- 7 6" WATERLI Box - I - -- w- -- w- - - - -w- -' -w -= �w--- -i - - -' -w 11 INSTALL s� - - -� -- 6" GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP TANK. SLOPE SHALL BE A MIN OF 27*. ' 80 LF 2" PVC\ _ I, �� 12 STEP SERVICE 1JNE_ INSTALL: 4000 GALLON GREASE INTERCEPTOR AT OWNERS DIRECTION /APPROVAL SEE DETAIL ON SHT. UT -06. p.' "" (10 13 INSTALL: 4" GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD 6t i DETAIL ON SHT UT -05. LOCATION MUST BE CONFIRMED 5 B ' WITH BUILDING/PLUMBING PLANS. (TYPICAL 5 LOCATIONS) 4 5 =� wv INSTALL• I s ° - - �' -'� I I 4" GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OTS U PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE I 1 AT OWNER DIRECTION. (OPTIONAL) Lu Q y [± • J I I RETAIL j 15 ATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. W i BLDG I a. ! 2' S STEP SERVICE TO STEP TANK. J SEE DETAIL ON SHT UT -05. I 2 N= 590534.54 E= 1118949.28 (CARSON BOX) W S if INSTALL: / 3000 GALLON CONCRETE STEP TANK PER THE CITY OF Lu 1 it o ' I i � / YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT / UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED. N= 590662.96 E= 1119008.03 (CENTER OF TANK) < Q- - - -- - -- - _ z irk �l B p �5 �,ne�" - INSTALL' �� �''^ " -.- a I / O RS AND CLEAN OUTS PER STANDARD _ D'Q -- _------- ____- .�_---- __._ -�_ -- 4 GRAVITY SIDE SEWS 1 F - - - - -= - - -- __ - _ _ DCT?�IL�ChF'9Mi-I!1T- 45r-L� r- N o - - --- -- - - -__ 1 � � - ------ - - - --- -� WITH BUILDING/PLUMBING PLANS. N W INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE YELM AVENUE (STATE ROUTE 507 �- ----- ___ - - -- - �- I � - - '- - � FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL TO BE ATTACHED TO THE FACE OF THE BUILDING. ,Q - �hc ---- - - - - - -- - SEE STANDARD DETAIL ON SHT. UT -O6 CALL BEFORE YOU DIG - -- - � -- - -- -- --------- - - - - -- -- ---- __ - - - -- - -- __.____. _- LO J ° M THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND a PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTILITY LOCATIONS PRIOR TO CONSTRUC1ON BY CALLING THE UNDERGROUND CD, a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z k ". EXCAVATION. SEWER LEGEND: EXISTING SEWER FM SEWER SERVICE LINE • SIDE SEWER CLEANOUT (E --D ° STEP SEWER TANK F-1 0 GREASE INTERCEPTOR NOTES: 1. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER. 2. SEWER SERVICE SHALL BE AT MINIMUM 2% SLOPE. 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. CONTRACTOR TO FIELD VERIFY ALL INFORMATION BEFORE STARTING CONSTRUCTION. 4. CONTRACTOR TO VERIFY ALL SPECIFICATIONS AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5.- ARCHITECT AND OWNER TO COORDINATE HO LOCH FOR TANK MAINTENANC HOSE BIB UST BE LOCATED WITHIN 5 E PUMP ACCE 6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CHECK SEWER SPECIAL ADDENDUM TO YELM DEVELOPMENT GUIDELINES. 7. CONTRACTOR TO INSTALL AN ELECTRICAL TRANSFER SWITCH AND GENERATOR PLUG AT ALL STEP CONTROL PANELS. CHECK CITY SPECIFICATIONS FOR TYPE AND MODEL NUMBERS. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. M APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: � CD ���� a� W OO N U d Z ~ � z uj � Y S` v C o W U U Lu it w cr_ L-9 ©© 0 H t� r AR EL xe'a v Lint 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 3524465 F: 360 -352 -1509 WW W.SHEACARRJEW ELL.COM ONE INCH AT FULL SCALE. E NOT, SCALE A(XwIIGLY PROJECT ENGR /ARCH- JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD _ CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERICAL SCALE: NIA _.- ..._ DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: _ 1290- 01- UT -02.dw DRAWING No: UT -02 SHEET No: 12 OF 18 ui Z WJ0 J �4Z IL _ pe W W W uJ�y w ~Om w W w V ONE INCH AT FULL SCALE. E NOT, SCALE A(XwIIGLY PROJECT ENGR /ARCH- JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD _ CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERICAL SCALE: NIA _.- ..._ DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: _ 1290- 01- UT -02.dw DRAWING No: UT -02 SHEET No: 12 OF 18 A D CITY OF YELM GENERAL WATER 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 ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835 TO SCHEDULE A PRECONSTRUCTION MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATION (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICA11ONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE PITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE 'UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR StANNEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED 'W" 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1- 800 -424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE o CONNECTIONS REQUIRE A 'FIELD VERIFICATION CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN ` NOTICES. Q N 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE o EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF `4 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 W SYSTEM OT INSTALL A NEW VALVE. 0 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF a THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK I SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR W TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. a i 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. CL CL q 16. AND REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER o AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT Q BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. ui it J U Or w U 9: 0 0 d C N cn �cn �N I� E U U CALL BEFORE YOU DIG es N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND NPROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U1ILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z EXCAVATION. c I D CITY OF YELM GENERAL SANITARY SEWER 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 ROA4, 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 LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. 11HE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. & ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED 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 A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPIE, 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 $TEP 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 THE CONTRACTOR. 10. BEDDING OF THE SEWER FAIN AND COMPACTION OF THE 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. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE 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 ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL QE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS MALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF' SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION 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. E I - -F GENERAL WATER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS UNLESS OTHERWISE SHOWN. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 4. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS. 5. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. G 2 -1/2" FIRE DEPARTMENT RAISED LETTERS INLET CONNECTION -• "AUTO SPRINKLER' SCHECULE 40 ZGALVANIZED STEEL 24' -60' 180 x IS" X 8` rONC. BLOCK SCHEDULE 40 GALVANIZED STEEL WRAPPED WIIH 6 MIL PLASTIC CITY CF YELM, WASHINGTON FIRE DEPARTMENT CONNECTION APPROvEO DWG. NO, PUBLIC WORKS DIREMW DALE 6-4.4 DES. ID YrN. CKD. DATE ES JEC TP 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: C:)I CDO M w \ N U Z f2 W M Lai U 0 m U w � U (n U c� W ° w w w w M Ir ck-1 awns W AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM vpl�VNN ;�G' of WA yf Gj 2z Lu o AN 42010 p FGISTE��c ~ SIGNAL ONE INCH AT FULL SCALE IF NOT. SCALE ACCMMGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No- 1290-01 _ DRAWING FILE No: - 1290- 01- UT- 02.dwo UT -03 13 ,� 18 W U) WJ_ Q WJO W X U) - Vz 0p H _ Q Z W UJ Q W W cf)0� Z W W w V vpl�VNN ;�G' of WA yf Gj 2z Lu o AN 42010 p FGISTE��c ~ SIGNAL ONE INCH AT FULL SCALE IF NOT. SCALE ACCMMGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No- 1290-01 _ DRAWING FILE No: - 1290- 01- UT- 02.dwo UT -03 13 ,� 18 0 I CD a N n SIZE A B 1 1/2" 13 1 /d" 15" j 2" 15" r� APPRDVED METER BOX LID - 1730 DI READER LID BOX - 8CF 1730 X 12 BASE OR APPROVED EQUAL 12" RECESSED HANDLE TYPE COVER '� INLAND FOUNDRY #248 6 3 4 VALVE BOX WITH 10 8 3/4•, "WATER" CAST IN LID i OR orco 910 SECTION FINISHED GRADE 6 RR OUTSIDE PAVED AREA_ -,`x TRACER WIRE �� v 10" OR 18" -SEAL WITH AR400OW SDR 21 PVC PIPE In W J� ':M CONFORMING TO ASTM j ACP - i o j 3034. RISER PIPE To BE CSTC - PLUMB AND CENTERED > OVER VALVE STEM. 1 4" a. z BALLAST --,"' sz I __ �VALVE STEM RISER 5 REQUIRED WHEN MAX. 0 5 CONCRETE CL 30 U Z 00 CITY OF YELM, WASHINGTON 1 � Q 3/16" Thk X 5 1/5" DIA STEEL D DEPT. OF PUBLIC WORKS INSIDE PAVED ROADWAY '1 �I GUIDE PLATE WELDED TO RISER a 0 3 METER BOX ---- SHAFT. S N F_ S 1 1/2 " -2" POLYETHYLENE UNE BALL VALVE VALVE BOX N ' NOTE - TO FIT OPERATING V ALL VALVES MUST HAVE 14 GUAGE INSULATED 1 1/2 " -2" MALE ! COPPER TRACER WIRE TIED OFF AT VALVE BODY, 1� j ADAPTER EXTENDED OUTSIDE PVC RISER PIPE THEN o I -2' RESILIENT BALL VALVE) (CURB STOP) a VALVE STEM EXTENSION LEGEND I WEDGE GATE VALVE CHECK VALVE-J VALVE OPERATING NUT OR 1 7/8" SERVICE SADDLE 30" I ROMAC 202S OR 2% SLOPE TO BOX 48" TO CENTER OF BOX I a 'N%" CURB p ( 14 GAUGE j BALL INSULATED - - '' • .• -. •� . :7 •;• "AA COPPER '' ' -•v �.'� ', =:: ' •• TON!NG WIR 4' o-: '. • - . v . WRAPPED 1 1/2" - 811 -666 AROUND THE 2" - B11 -76 REST 1 1/2" - CBS - 66 B 12" GENERAL 2" - C6fi - 77 ` NOTES NO. - FORD PACK JOINT 7) I CORPORATIO STO TYPEAD 1 t PLASTIC LINE (USE 200 r BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP I 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT do FEMALE 1 1/2 " -2" MALE I.P. THREADS NIPPLE SERVICE SADDLE CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1/21 T O 2 " GASKET AND I.P. THREADS. 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 APPRO� OWG. NO. 4. ALL 1 1/2- AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND PUBLIC WORKS DIRECTOR DATE 6-3 2" RESILIENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING C•ES• DWN. CKD. DATE F s JEG TP 4/2007 3 12" RECESSED HANDLE TYPE COVER '� INLAND FOUNDRY #248 6 3 4 VALVE BOX WITH 10 8 3/4•, "WATER" CAST IN LID i OR orco 910 SECTION FINISHED GRADE 6 RR OUTSIDE PAVED AREA_ -,`x TRACER WIRE �� v 10" OR 18" -SEAL WITH AR400OW SDR 21 PVC PIPE In W J� ':M CONFORMING TO ASTM j ACP - i o j 3034. RISER PIPE To BE CSTC - PLUMB AND CENTERED > OVER VALVE STEM. 1 4" a. z BALLAST --,"' sz I __ �VALVE STEM RISER 5 REQUIRED WHEN MAX. 0 5 CONCRETE CL 30 U 00 CITY OF YELM, WASHINGTON Q 3/16" Thk X 5 1/5" DIA STEEL D DEPT. OF PUBLIC WORKS INSIDE PAVED ROADWAY '1 GUIDE PLATE WELDED TO RISER a 0 SHAFT. S N F_ S x VALVE BOX N ' NOTE - TO FIT OPERATING V ALL VALVES MUST HAVE 14 GUAGE INSULATED o COPPER TRACER WIRE TIED OFF AT VALVE BODY, 1� ApPROv EXTENDED OUTSIDE PVC RISER PIPE THEN o EXTENDED ONE FOOT TOP OF VALVE BOX, a VALVE STEM EXTENSION LEGEND W 6-11 VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL 36" IS EXCEEDED (LENGTH VARIES) TRENCH BOTTOM GATE VALVE SHOWN- SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, W W WELDED TO RISER SHAFT. C CITY OF YELM, WASHINGTON Q 3/16" Thk X 5 1/5" DIA STEEL D DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER a a S SHAFT. S STANDARD 'AN�AIZp D F_ S {0 2 "X2 "X 3/16" SQUARE STRUCTURAL VALVE BOX N TO FIT OPERATING V NUT. LENGTH AS REQUIRED, A ApPROv DWG. No. = o N NOTE: i A ALL WELDS TO SHAFT SHALL BE 1 /4" P 6-11 PUBLIC WORKS DIRECTOR DATE 6 Cn I � E N U Fr CALL BEFORE YOU DIG to THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s W PROTEC11ON OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N 69 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. C I�. E SEC 29, T 17 N, R 2 E, WM 16" W z_ METIER BOX -' IL SINGLE METER _I i BOX PLACEMENT I2" MAX, - PR PEI I.._2% SLOPE TO BOX LINE 241 " TO EDGE CF BOX _ p.- 0 12" a e a n • o .- -.D. .. . �•,. 1 ° 200 pal - " P.E. PIPE X12 DUAL METER BOX PLACEME _2% SLOPE' TO BOX •'24" TO ED1gE of BOXI :a .. I t% TOP �i IEW i i SICE VIEW TEE TEE WITH PLUG 45" - 90' VERTICAL BEND , e rr. TOP VIEW i i SIDE VIEW _CROSS CROSS WITH PLUG PROPERTY METER BOX CENTERED LINE ON EXTENDED LOT UNE ? V4 J J r, 3 W 1" 200ps1 ,.,a 12 " P.E. PIPE o� 12" a CITY OF YELM, WASHINGTON DE °T. CF C UBLIC WORKS TYPICAL METER PLACEMENT W /SIDEWALK APPROV- DWG. NC. PUBLIC 'WORKS DIREC IOIt DATE 6-6 DES- OWN- CKD. DATE ES I JEG TP 4/2007 I • . � % � ; K� i '� C�� 1, e z e , V�/�C�YIwtj wi TOP i VIEW SIDE VIEW GATE VALVE I CROSS WITH PLUGS WYE I HORIZ. BEND PLUG OR CAP CITY OF `'ELI, WASHINGTON DEPT. OF PUBLIC WORKS NOTES. STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING D ETA I L 2. PLASTIC BARRIER SHALL BE PLACED BE- w TWEEN ALL THRUST BLOCKS &FITTINGS. APRRO\q4 DWG. NO. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUMS ARKS DIRECTOR CATS 6-13 DIAMETER. DES. OWN. CKD. DATE ES G TP 4/2007 S-- Top view operofing nut I VC I ------ Limits of payment „ o Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock w Grade Enamel Bonnet # 13312 1 " - Z l2 Hvse connection HYDRANT OFFSET with threads .. _ 4 1/2" Steamer connection with NST threads See valve box and + & 5" Storz adapter valve stem detail - „ o� 4 " Style S--37 w /SC Cap 6-11 psi e 18 -24' t I % r- Ground To Suit Standpipe trench 6" Flanged fire depth - 3' Minimum --•- hydrant tee I Each Pippe Joint 6" }1106 AA Iron, L $• _ Inc. Megalug JLF �- 6" Class 52 ductile iron pipe cut to length - 6" gate valve, FL X MJ % See note below Varies f / 4 "x8 "x1 6" concrete block J J Hydrant shoe �y L Backfill to top of drain ring housing 6 bolts with 2 washed rock as shown Plastic barrier between thrust block and tee 1 6' x 6' sheet of 11 mil. plastic or can - struction fabric, covering 2" washed rock Notes Concrete thrust block 1- Hydrants shall be located in cast -in -place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working area shall by provided around all hydrants. CITY 0-- YELM, VIASHINGTON 2. Hydran }s shall be Dresser M & H DEPT. OF PUBLIC,, 'R0RKS Reliant style 929. Clow Medallion or ___ American AVK Series 2780 or Mueller Centurion FIRE HYDRANT 3. Gate valves shall be resilient wedge NRS with O -ring seals. Valve ends shall be mechanical joint by ANSI flanges. - Valves shall conform to AWWA 509 -80. APFIRD I` DWC. N0. Valves shall be Mueller M &H, Kennedy, _ t Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR DATE 6-7 4. Fire Hydrant lock payment is required DES. OWW. CKD. DATE city will order and install. FS JEG Tp 4/2001 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 22 -1/2- BEND 11 -1/4' BEND DEAD END DIAMETER OR TEE 4" 3,600 2.000 1,000 500 2,600 6" 81000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2.ODO 1 D.1 DD 10" 22,300 12,100 6,200 3,100 15.13oD 12" 32,000 ; 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,1 DO 6.100 30,800 16" 57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS . 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER CITY OF YELM, WASHINGTON SQUARE Fool DEPT. OF PUBLIC WORKS MUCK, PEAT 0 - - SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3.000 - SAND & GRAVEL 41000 APPROI! _ DWG. NO. CEMENTED WITH pueWo��s DIRECTOR A 6- CLAY - D TE HARD SHALE 10,000 DES. DWN. CKD. DATE E5 JEG TP 4/2007 F G LIV TAP 2' TYP, !_ CONCRE BLOCK (rrP} : = Z 2' TYP. 1 N a TAPPING VALVE rL z MJ STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE GROUND SUPPORTED AND BACKFILLED AS SHOWN BELOW- RIGHT. r-GATE VALVE / Ft. xMJ TEE 7. 1/3 DtAME'TER OF PIPE f .. CONTROLLED DENSITY BACKFILL) l.r 2' POURED WIDTH OF TRENCH SOLID BRICK SLPPOR7 r CONCRETE THRUST BLOCK\ NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTI(?N FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2, MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. RESTORATION CEPTH VARIES TRENCH BACKFILL SEE NOTE 1. 2. 3 us DEDDINC MA TFRIAL SEE NOTE 4 CITY OF YELM, WASHINGTON DEPT. OF PUBLIC 'NORKS CONNECTION TO EXIST NG MAIN APPRO� DWG. NO. l •N PUBLIC WORKS DIRECTOR DATE 6-10 DES_ OWN. CKD. DATE ES JEG TP 4/200? TRACE TAPE 12~ rO 18" UNDER [HE FINAL GRADE. - TRACER WIRE (S£1" GENERAI .#ATER NOTES No, r) 1 6. SIN 'K\\ UN067URDED SCI NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED Al CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIS1 OF CR415HED. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY EPEE FROM VARIOUS TYPES OF WOOD WASTE OR 07HER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL NAVF SUCH CHARACTERISTICS CF SIZE AND SHAPE THAT TT #WLL COMPACT READ1Y COMPACT 3. NATIVE TREMCN BACKFILL MATERIAL SHAT -L BE SCRTED OR SCREENED SQ -HAT THE AMAXIMuM AGGREGATE SHALL IS 6- tNCHES. 4. PIPE BEDDING MATERIAL SHALL SE SANd OP CT"-'EP CIIY APPROVE!? EQUAL. NO SJBST+T,ONS xLL BE ALLOWED WrHOUT WRITTEN AUTH'?R0 -AT(0N FROM Tr4E CITY OF YELM. S. YM.CRE NATIVE MATERIALS uAVE BEEN DIE-EUED UNACCEPTABLE DY THE CIiY, ;RE_N04 DACKFILL SHALL MEET THE WSOOT STANDARD SPECIFIC4PONS rOR THE PIPE TYPE BEING SPECifka - DEPT. CF PUBLIC WORKS 1 YPICAL WATER MAIN TRENCH & BEDDING APPRO DWG. No. t- PUBLIC WORKS DIRECTOR DATE 6-15 DES. DWN CND. ES JEG TP 14/2007 W U�� �oo o: w N r ~ o U Z a- W w � w U Y O U n O N of lf� of U � U � M ii W W W DO©© 'st A ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 352 -1509 W WW.SHEACARRJEWELL.COM J Q pent D XJo G Z V WWIn W�� X02 V � UJ LLJ W V PpP�D\N .#'C7 OF WASy GrS �P Q � 4h Z 0 Ilu 42010 p F GISTe�`` (>ti ZONAL E� ONE INCH AT FULL SCALE. F NOT, SCALE ACCORD91(#.Y PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE- APRIL 2009 JOB No 1290 -01 DRAWING FILE No: 1290- 01- UT- 04.dwa UT -04 14 ,u 18 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS . 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER CITY OF YELM, WASHINGTON SQUARE Fool DEPT. OF PUBLIC WORKS MUCK, PEAT 0 - - SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3.000 - SAND & GRAVEL 41000 APPROI! _ DWG. NO. CEMENTED WITH pueWo��s DIRECTOR A 6- CLAY - D TE HARD SHALE 10,000 DES. DWN. CKD. DATE E5 JEG TP 4/2007 F G LIV TAP 2' TYP, !_ CONCRE BLOCK (rrP} : = Z 2' TYP. 1 N a TAPPING VALVE rL z MJ STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE GROUND SUPPORTED AND BACKFILLED AS SHOWN BELOW- RIGHT. r-GATE VALVE / Ft. xMJ TEE 7. 1/3 DtAME'TER OF PIPE f .. CONTROLLED DENSITY BACKFILL) l.r 2' POURED WIDTH OF TRENCH SOLID BRICK SLPPOR7 r CONCRETE THRUST BLOCK\ NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTI(?N FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2, MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. RESTORATION CEPTH VARIES TRENCH BACKFILL SEE NOTE 1. 2. 3 us DEDDINC MA TFRIAL SEE NOTE 4 CITY OF YELM, WASHINGTON DEPT. OF PUBLIC 'NORKS CONNECTION TO EXIST NG MAIN APPRO� DWG. NO. l •N PUBLIC WORKS DIRECTOR DATE 6-10 DES_ OWN. CKD. DATE ES JEG TP 4/200? TRACE TAPE 12~ rO 18" UNDER [HE FINAL GRADE. - TRACER WIRE (S£1" GENERAI .#ATER NOTES No, r) 1 6. SIN 'K\\ UN067URDED SCI NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED Al CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIS1 OF CR415HED. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY EPEE FROM VARIOUS TYPES OF WOOD WASTE OR 07HER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL NAVF SUCH CHARACTERISTICS CF SIZE AND SHAPE THAT TT #WLL COMPACT READ1Y COMPACT 3. NATIVE TREMCN BACKFILL MATERIAL SHAT -L BE SCRTED OR SCREENED SQ -HAT THE AMAXIMuM AGGREGATE SHALL IS 6- tNCHES. 4. PIPE BEDDING MATERIAL SHALL SE SANd OP CT"-'EP CIIY APPROVE!? EQUAL. NO SJBST+T,ONS xLL BE ALLOWED WrHOUT WRITTEN AUTH'?R0 -AT(0N FROM Tr4E CITY OF YELM. S. YM.CRE NATIVE MATERIALS uAVE BEEN DIE-EUED UNACCEPTABLE DY THE CIiY, ;RE_N04 DACKFILL SHALL MEET THE WSOOT STANDARD SPECIFIC4PONS rOR THE PIPE TYPE BEING SPECifka - DEPT. CF PUBLIC WORKS 1 YPICAL WATER MAIN TRENCH & BEDDING APPRO DWG. No. t- PUBLIC WORKS DIRECTOR DATE 6-15 DES. DWN CND. ES JEG TP 14/2007 W U�� �oo o: w N r ~ o U Z a- W w � w U Y O U n O N of lf� of U � U � M ii W W W DO©© 'st A ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 352 -1509 W WW.SHEACARRJEWELL.COM J Q pent D XJo G Z V WWIn W�� X02 V � UJ LLJ W V PpP�D\N .#'C7 OF WASy GrS �P Q � 4h Z 0 Ilu 42010 p F GISTe�`` (>ti ZONAL E� ONE INCH AT FULL SCALE. F NOT, SCALE ACCORD91(#.Y PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE- APRIL 2009 JOB No 1290 -01 DRAWING FILE No: 1290- 01- UT- 04.dwa UT -04 14 ,u 18 F G LIV TAP 2' TYP, !_ CONCRE BLOCK (rrP} : = Z 2' TYP. 1 N a TAPPING VALVE rL z MJ STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE GROUND SUPPORTED AND BACKFILLED AS SHOWN BELOW- RIGHT. r-GATE VALVE / Ft. xMJ TEE 7. 1/3 DtAME'TER OF PIPE f .. CONTROLLED DENSITY BACKFILL) l.r 2' POURED WIDTH OF TRENCH SOLID BRICK SLPPOR7 r CONCRETE THRUST BLOCK\ NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTI(?N FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2, MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. RESTORATION CEPTH VARIES TRENCH BACKFILL SEE NOTE 1. 2. 3 us DEDDINC MA TFRIAL SEE NOTE 4 CITY OF YELM, WASHINGTON DEPT. OF PUBLIC 'NORKS CONNECTION TO EXIST NG MAIN APPRO� DWG. NO. l •N PUBLIC WORKS DIRECTOR DATE 6-10 DES_ OWN. CKD. DATE ES JEG TP 4/200? TRACE TAPE 12~ rO 18" UNDER [HE FINAL GRADE. - TRACER WIRE (S£1" GENERAI .#ATER NOTES No, r) 1 6. SIN 'K\\ UN067URDED SCI NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED Al CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIS1 OF CR415HED. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY EPEE FROM VARIOUS TYPES OF WOOD WASTE OR 07HER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL NAVF SUCH CHARACTERISTICS CF SIZE AND SHAPE THAT TT #WLL COMPACT READ1Y COMPACT 3. NATIVE TREMCN BACKFILL MATERIAL SHAT -L BE SCRTED OR SCREENED SQ -HAT THE AMAXIMuM AGGREGATE SHALL IS 6- tNCHES. 4. PIPE BEDDING MATERIAL SHALL SE SANd OP CT"-'EP CIIY APPROVE!? EQUAL. NO SJBST+T,ONS xLL BE ALLOWED WrHOUT WRITTEN AUTH'?R0 -AT(0N FROM Tr4E CITY OF YELM. S. YM.CRE NATIVE MATERIALS uAVE BEEN DIE-EUED UNACCEPTABLE DY THE CIiY, ;RE_N04 DACKFILL SHALL MEET THE WSOOT STANDARD SPECIFIC4PONS rOR THE PIPE TYPE BEING SPECifka - DEPT. CF PUBLIC WORKS 1 YPICAL WATER MAIN TRENCH & BEDDING APPRO DWG. No. t- PUBLIC WORKS DIRECTOR DATE 6-15 DES. DWN CND. ES JEG TP 14/2007 W U�� �oo o: w N r ~ o U Z a- W w � w U Y O U n O N of lf� of U � U � M ii W W W DO©© 'st A ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 352 -1509 W WW.SHEACARRJEWELL.COM J Q pent D XJo G Z V WWIn W�� X02 V � UJ LLJ W V PpP�D\N .#'C7 OF WASy GrS �P Q � 4h Z 0 Ilu 42010 p F GISTe�`` (>ti ZONAL E� ONE INCH AT FULL SCALE. F NOT, SCALE ACCORD91(#.Y PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE- APRIL 2009 JOB No 1290 -01 DRAWING FILE No: 1290- 01- UT- 04.dwa UT -04 14 ,u 18 1 I 0 1 G I rn N C: Ilr C 0 Cn a x W 0 0 J W I U w W 0 U Q 0 0 0 C _14 Mw az N I � E 0 ' - C� C N 0 N j j 0 0 �z A PLASTIC { OR CONCRETE BOX GRAVEL BASE MATERIAL LIST: 12" THICK 1. SERVICE LINE 2. 90' SEND 3, UNION 4. NIPPLE 5. SHUT -OFF VALVE S. CHECK VALVE (C.S.H.S. APPROVED) 7. RELIEF VALVE 8_ TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B- DIAMETER OF PIPE AND FFfTINGS - C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. J PROFILE 3• MI'Y TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBL C WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER �� , DWG. NC. PUBLIC WORKS DIRECTOR !'AIE 5 -17 DES. DWN, CKD. DATE KR JEG TP 4/2007 zEDU'�DANT DFF 4 "dam i a ORIFl.^E 2 N AF -LE FIBERGLASS LID ' MATH STAINLESS STEEL AND NFOPRFNF GASKET + 1" CIA.PVC HC5E AND r VALVE ASSEVBLY ORIENT BALL VALVE AS SHtOM. BALL VALVE SHALL EE MATH 12" BELOW + LID 5 30' DIA. RI38ED P'JC RISER WITH NEOPRENE r GROMMETS r -TONING MARE - INSTALL IN RISE? EFFLUENT DISCHARGE 2 -PAR7 EPDXY, USE ORENCO RISER TANK ADAL21OR FOR CONCRETE TANKS 1' DVC FLOAT ASSEMBLY AS SCT BY CITY CF YELM 1 -1/4- CIA. IN -ET HOLES AROUND PMIMC-LR OF YAULT 4' DIA. PVC ROME INDLCER Z:11:�I1TI:? \- 5VBMERSIBLE EFFLUENT 20 GPM ORENCO TURSINE J<GPM OSI 20 P- 16- esrl -ers FvVP NTH THE MATERIAL FOR DUPLEX. TP.IP -EX. AND CLASS 1 DIVISION 1 y.O. =I1 CABLE AND INSTAL.ATION= IMLL VARY, T-iE CONTRACTOR SHALL MEET 711E 1/8" BY -PASS ORIFICE INTENT 0= T. -E INSTALLATION REQUIREMENTS SHDYNd IN THE IN THE DISCHARGE IILAD TY=ICAL STE? ESTALLATON. ALL STEP TANKS SI I.ALL 131 1 • 20 LUAD RATED TANKS. -HIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. CITY OF YELM DEPT. OF NULIC WORKS T"PI CAL SIMPLEX STEP TANK INSTALLATION !!PP gp DW3- NO- PUBLIC WORKS DIRECTOR LATE 9 DES. DWN. CKD. DATE JY JEG TP 4/2007 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. C SDUCE TO EXISTING 14 GAUGE TONING FINISH WIRE GRADE p� N TO STEP TANK CONNEC- TO IF EX STING PVC SERVCE LINL - 1" KBI BA-L VALVE, SL x 5L- --»- 1" CHECK VALVE al INSTALLATION N',j_TU,. ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1' 5DFS OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2. BALL ADD CHECK VALVLS TD BE INSTALLED Ir C-ARSON BOXES ACCORDING; TO DRA►NNG_ 3. FINISHED GRADE 30 "0 R SER - — F SEC 29, T 17 N) R 2 El WM SERVICE BOX — CARSON INDUSTRIES MODEL NO. 14198 WITH BOLTED HINGED COVER OR EQUAL ' COVER MARKING TO READ - SEWER" ' (USG IN NON — TRAFFIC AREAS) ' 14 CA. OF HEAVY INSULATED ' COPPER TONING WIRE r ALL TONING MARE SPLICES SHALL BE CONNECTED BY USING 0.0.Y. KITS MANUFACTURED BY 3M STEP MAIN 1' SCHEDULE) 40 PVC SNIP PVC SWING CHECK VALVE SL x SL 1" KBI BALL VALVE, SL x SL-J 1" PVC, NIPPLE, SL x SL - 1" x MAIN OIA. PVC REDUCING TEE SL x SL x TH OR PIPE SADDLE --" ALARM HIGH LEVEL I LAC ON /OFF (4.5" DRAWDQWN ON TO O=F) LEAD ON /OFF 6" _ (4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM 6 ". REDUNDANT OFF tnl QOO <i v C co 25' z m 41 J z O w ALL 1' CALLOUTS SHALL BE CHANGED TO 2' CI TY OF YELM DEPT. OF PUBLIC WORKS TYPICAL /Y� 2" SERVICE CONNECTION APPROVED PWG. NO. PUBLIC WORKS DIRECTOR DATE DES OWN. CKD, ATE JY J1 G TP 4/2007 6" YIN. BEDDING CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT -APPROVED DWG. NO- �D 7 -14 PUBLIC WORKS DIRECTOR DATE WN. CKD. DATE JY JEG TP 4/2007 TABLE FOR WIRE SIZE USE 1" UN:ON TO CONN_CT TESTING #12 AWG COPPER APARATUS 707 PRESSURE TESTING 150 FEET 18' M N RISER HEIGHT TYPICAL MATH PANEL AL- NON TRAFFIC BEARING TAV\KS #8 AWG COPPER LEAVF SUFFICIFNT - 350 FEET WRE TO ALLOW FOR DES. PUMP REMOVAL ELECTRICAL SPLICE 30X WITH CORD RIPS A Ali CCFCTIONS SHAT l FIF MADF. MA-H NN JEG HEAT SHRINK BUT" CCNNtC'URS 21" OR 24' PVC 4/2007 RISER W /LID PE GROUND AWAY FROM RISER- 14 '3AJK;E OF FROM T0= CF RISER TO LC INSULATED LEC7RCAL CONDUIT�� TONING WIRE JF INSTALL IN 3.54" EY C�`ONDAT SEA RISER ELECTRI CAL CONDUI- 70- �-- POWER SOURCE c STANDARD \ INLET TEE I N J PROFILE 3• MI'Y TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBL C WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER �� , DWG. NC. PUBLIC WORKS DIRECTOR !'AIE 5 -17 DES. DWN, CKD. DATE KR JEG TP 4/2007 zEDU'�DANT DFF 4 "dam i a ORIFl.^E 2 N AF -LE FIBERGLASS LID ' MATH STAINLESS STEEL AND NFOPRFNF GASKET + 1" CIA.PVC HC5E AND r VALVE ASSEVBLY ORIENT BALL VALVE AS SHtOM. BALL VALVE SHALL EE MATH 12" BELOW + LID 5 30' DIA. RI38ED P'JC RISER WITH NEOPRENE r GROMMETS r -TONING MARE - INSTALL IN RISE? EFFLUENT DISCHARGE 2 -PAR7 EPDXY, USE ORENCO RISER TANK ADAL21OR FOR CONCRETE TANKS 1' DVC FLOAT ASSEMBLY AS SCT BY CITY CF YELM 1 -1/4- CIA. IN -ET HOLES AROUND PMIMC-LR OF YAULT 4' DIA. PVC ROME INDLCER Z:11:�I1TI:? \- 5VBMERSIBLE EFFLUENT 20 GPM ORENCO TURSINE J<GPM OSI 20 P- 16- esrl -ers FvVP NTH THE MATERIAL FOR DUPLEX. TP.IP -EX. AND CLASS 1 DIVISION 1 y.O. =I1 CABLE AND INSTAL.ATION= IMLL VARY, T-iE CONTRACTOR SHALL MEET 711E 1/8" BY -PASS ORIFICE INTENT 0= T. -E INSTALLATION REQUIREMENTS SHDYNd IN THE IN THE DISCHARGE IILAD TY=ICAL STE? ESTALLATON. ALL STEP TANKS SI I.ALL 131 1 • 20 LUAD RATED TANKS. -HIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. CITY OF YELM DEPT. OF NULIC WORKS T"PI CAL SIMPLEX STEP TANK INSTALLATION !!PP gp DW3- NO- PUBLIC WORKS DIRECTOR LATE 9 DES. DWN. CKD. DATE JY JEG TP 4/2007 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. C SDUCE TO EXISTING 14 GAUGE TONING FINISH WIRE GRADE p� N TO STEP TANK CONNEC- TO IF EX STING PVC SERVCE LINL - 1" KBI BA-L VALVE, SL x 5L- --»- 1" CHECK VALVE al INSTALLATION N',j_TU,. ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1' 5DFS OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2. BALL ADD CHECK VALVLS TD BE INSTALLED Ir C-ARSON BOXES ACCORDING; TO DRA►NNG_ 3. FINISHED GRADE 30 "0 R SER - — F SEC 29, T 17 N) R 2 El WM SERVICE BOX — CARSON INDUSTRIES MODEL NO. 14198 WITH BOLTED HINGED COVER OR EQUAL ' COVER MARKING TO READ - SEWER" ' (USG IN NON — TRAFFIC AREAS) ' 14 CA. OF HEAVY INSULATED ' COPPER TONING WIRE r ALL TONING MARE SPLICES SHALL BE CONNECTED BY USING 0.0.Y. KITS MANUFACTURED BY 3M STEP MAIN 1' SCHEDULE) 40 PVC SNIP PVC SWING CHECK VALVE SL x SL 1" KBI BALL VALVE, SL x SL-J 1" PVC, NIPPLE, SL x SL - 1" x MAIN OIA. PVC REDUCING TEE SL x SL x TH OR PIPE SADDLE --" ALARM HIGH LEVEL I LAC ON /OFF (4.5" DRAWDQWN ON TO O=F) LEAD ON /OFF 6" _ (4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM 6 ". REDUNDANT OFF tnl QOO <i v C co 25' z m 41 J z O w ALL 1' CALLOUTS SHALL BE CHANGED TO 2' CI TY OF YELM DEPT. OF PUBLIC WORKS TYPICAL /Y� 2" SERVICE CONNECTION APPROVED PWG. NO. PUBLIC WORKS DIRECTOR DATE DES OWN. CKD, ATE JY J1 G TP 4/2007 6" YIN. BEDDING CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT -APPROVED DWG. NO- �D 7 -14 PUBLIC WORKS DIRECTOR DATE WN. CKD. DATE JY JEG TP 4/2007 TABLE FOR WIRE SIZE FEEDER WIRE RUN MAXIMUM DISTANCE #12 AWG COPPER TYPICAL 150 FEET 010 AWG COPPER PANEL 250 FEET #8 AWG COPPER DWG. N0, 7 -6 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). :V IN TO SILENCE ALARM PUSH LMT. i.] FOR SERVrX :All 3W- 4558 -5411 UI TT OF YELM 5" CENTERED ON PANEL FROM POWER SOURCE NOTE; , PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING `-- PADLOCK W117H COMMON KEY FURNISHED BY THE CITY OF YELM ALARM LIGHT AND SILENCE BUTTON 1 "C, 8-112 TO STEP TANK - SIMPLEX 13 -.#12 TO STEP TANK - DUPLEX 1`2 "C, 17 -#12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL APPRO %C L DWG. N0, 7 -6 PUBLIC WORKS DIRECTOR DATE DES. CK A JY JEG TP 4/2007 FI3QmGLAS5 -n WITH STAINI FSS STFF1 BOLTS AND NEOPRENE GASKET -\ 5` MIN ;TYP. j % 1"±1/4" ALL LIDS 2' MIN FINISH GRADE SLOPE rO NAn,, eta NATIV-- 14 GAUGE COPPER I PVC R15ER. GRACE TONING WIRE, 2' -O" ORENCO SYSTEMS, TAIL INTO RISER INC., OR EQUAL ' ORENCO TANK TO RISER ADAPTOR ( =0R USE WITH NON- TRAFFIC BEARING TANKS) NOTE; RISER AND LID SHALL BE 30" ON ALL 9MPLEX PUMP VAULT INSTALLATIONS. R15ER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG NO. 7 -18 PUBLIC WORKS DIRECTOR DATE —DE—WN. CKD. D JY JEG TP 4/2007 F EDGE t HOUSE 2' -0' TAIL ABOVE STANDPIPE PVC C.O. DOUBLE SWEEPING TEE FROM � --- --- HOUSE FERNCO COUPLING OR APPROVED EQUAL MANHOLE RING AND COVER. CONCRETE COL -ARC 1 "J 14 GA, COPPER TONING WIRE 2' -0" TAIL INTO RISER G WATER TIGHT f CAP TYPICAL IN PROTECTED AREAS r` NON- PROTECTED AREAS (LAWNS, ETC.) REQUIRE SERVICE BOXES (CARSON OR RICH) M EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (TY?) (3034) 2% SLOPE TIO TANK FERNCO COUPLING OR APPROVED EQUAL CONTRACTOR TO EPDXY TWO i" PVC PIPE PIECES 1' LONG TO FIBERGLASS LID FOR LIFTING �Ti --COMPACTED BACKFILL "-- -RISER WTH FIBERGLASS LID ORENCO SYSTEMS, INC., OR EQUAL. • • 21" PVC RISER REQUIRES 24" RING do ::,AST IRUN COVER 24" °VC RISER REQUIRES 30" RING do ALUMINUM COVER 30" 'VC RISER REQUIRES 36' RING Sc ALUMINUM COVER H TOP OF STEP TANK INLET BAFFLE CITY OF YELM DEP-. OF PUBLIC WORKS TYPICAL CONNECTION APPRO DWG. NO. - 7 -7 PUBLIC WORKS DIRECTOR DATF DES. OWN. CKD. GA JY JEG TP 4/2007 CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID APPROVE DWG. N0. �>� ---- PUBLIC WORKS DIRECTOR DATE 7 -19 DES. 1MV. CKD. D JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: m CD W CD W CD W Q 0 W 0 \ N W U w O z I.- W g o N Y U :M o C.) U U � d o m � d fZZpN W W W W H A N ELL nc 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 352 -1465 F: 3603524509 W WW.SHEACARRJ EWELL.COM DC W W J 0 - Z Q W ui 0 W 0 _X .j 0 G � Z LU Q �j♦0♦� V >- uj W V op"�DVV 4kC' � OF WA ShI C•l ' lip I.,e Q h . y O Z -o aY 42010 �p GISTER V SIGNAL 4`I 0 ONE INCH AT FU.L SCALE. F NOT, SCALE MXM MIGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAIMV BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290-01 UT -05 15 „G 18 1 o F- I O I N J S a Z N S w 7 0 0 J W Q U W 0 v CC 0 0 s4M a N � 0;;;, oz �N I E to Y v A =PUMP 1500 GAL 3000 G L +}500 GAL CIDN1ROL PANEL 60° GARAGE CONTRACTOR TO D -2 2 43" WALL SHIM, ETC_ TO D -3 2 50° 62° ACCOUNT FOR V -1 400 GAL 600 GAL DIFFERENT 'YPES 11tlti t;AI ?4010 (; Dim "A" OF SIDING —'-� m V-0" 3/4" PVC (CONTRACTOR TO 13 -1' tLINE CONDUIT FORM BOTH CONDUITS o z 1Jim "8" 4-e" AS SHO'IHN FOR BOTH M 4J 5' -8" 6' -8" 3/4" LB C CONDUITS) t5' -O' W-7, , 9' -1 F" T -1 1" Wo 7. -0" ELECTRICAL R. -2" 7' -2" S' -O` H' -r FROM T ELECTRICAL 10' -0 1/2° 10' -S. UNDER HOUSE PANEL CONDUIT 4' -8' 4' -2" 4' -3" 4' -7` TO STEP TANK�� it — J 1 7' -4- 1 7 - -1" 1 8' -D- FOOTING /STEM 3-3" TO STEP --- .. _ WALL 1 4-9` TANK 1 6' -3- 6' -1" 1 5' -8" *LOCATION 014-ER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. GARAGE WALL PUMP CONTROL PANEL • STAINLESS STEEL TWO HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL EXISTING GROUND z r� Ng TO STEP TANK 12" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE APPRO DWG, NO. PUBLIC_ WORKS DIRECTOR DA If 7-5 5. D. A JY JEG TP 4/2007 C ALL STEP 'TANKS SHAT I RF H -20 . CAD RATED TANKS_ THIS POLICY S-IALL TAKE EFFECT ON MAY S1, 2001. !f- FINISHED GRADE `- -WATER TIGHT LID � P7 T17N7 R2E7 WM 21 "0 MIN-PVC RISER f WITH WATER TIGHT I PUMP VAULT RISER. LID I z I `-14 GAUGE ZONING '4 S CO GAUGE G I _ i WIRE TO SERVICE - J BOX V -1 I I t PART USE LHCxJo ' I TANK TO RISER ADAPTER FOR CONCRETE TANKS 4 "81OP.FICE I I PUMP ASSEMBLY, SEE GWG. NO. 7 -9 i N I�� i I o V -2 i I I BAFFLE a, (NOTE 1) g/3 VOLUME 1/3 'JOLUME v 6° MIN BEDDtNG- VARIES 1J COTES: 1. DELETE SAFF_E FOR A 3000 GALLON TANK UTILIZEC AS A TR PLEK PUMP VAULT. 2. THE OWNER WILL RE`4EW TOLI�RAw„ES IN EXCESS DF DIM= NSIONS SHOWN. 3. TILE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWC CDMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP, THE SECOND VAULT CONTAINS TWC PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE TI-REF RISERS AND LIDS. y Damn A V'ear A.cce -s Opening -T "rjnntrc �ar �ia �..arr it Hue n f ie d ipe ) Gr. -.l 9oth Side, i Knockout---. I� - Typical LJ E At J �L 1 PreC05l Divider r PLAN VIEW' Sian DNTAIl.1 13at1W Locking Frame & Cover 'ant Pipes Adiu-st '10 {'.,code Air f.tt Gas Tight Optional 3 Places (2 Places On 577-GA) y.'. 9 _... _ ..._.. _.� .— .,.._..,. rspect)an Tat rMI..ETµ' — TYPical —+ I -- —- - - - - -= - - - -- I— OUTLET Ls I `T- 1 III i Tee c. I I k I fhm. E I I ill �p en Water Dept I 61 �_ �, �� r � a Grout All Around Ali Slot 9 Hai-*.. Sales +� Length — Lengtfa SECTION VIEW A Gallon Capo6ty 1500 GAL 3000 G L +}500 GAL D -1 2 60° 72° 72° D -2 2 43" 55" 55" D -3 2 50° 62° 62" V -1 400 GAL 600 GAL V -2 11tlti t;AI ?4010 (; 1J COTES: 1. DELETE SAFF_E FOR A 3000 GALLON TANK UTILIZEC AS A TR PLEK PUMP VAULT. 2. THE OWNER WILL RE`4EW TOLI�RAw„ES IN EXCESS DF DIM= NSIONS SHOWN. 3. TILE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWC CDMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP, THE SECOND VAULT CONTAINS TWC PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE TI-REF RISERS AND LIDS. y Damn A V'ear A.cce -s Opening -T "rjnntrc �ar �ia �..arr it Hue n f ie d ipe ) Gr. -.l 9oth Side, i Knockout---. I� - Typical LJ E At J �L 1 PreC05l Divider r PLAN VIEW' Sian DNTAIl.1 13at1W Locking Frame & Cover 'ant Pipes Adiu-st '10 {'.,code Air f.tt Gas Tight Optional 3 Places (2 Places On 577-GA) y.'. 9 _... _ ..._.. _.� .— .,.._..,. rspect)an Tat rMI..ETµ' — TYPical —+ I -- —- - - - - -= - - - -- I— OUTLET Ls I `T- 1 III i Tee c. I I k I fhm. E I I ill �p en Water Dept I 61 �_ �, �� r � a Grout All Around Ali Slot 9 Hai-*.. Sales +� Length — Lengtfa SECTION VIEW A Gallon Capo6ty 600 600 1000 1500 2COO 2500 3000 4000 5000 6000 7000 L °J Co, Model No, 577 -CA 577-,A 4484 -C.4 5106 01 612- -Gat 612 t,A 71!2-CA 712 a;A 914 ,,1, 918- Gd, 81844 Dim "A" T-0" 7`-G" V-0" 1,1'-2- 12'-8" 12'-8' 13 -1' 13 -1° 15,-7` 11} -=11 19%.11" 1Jim "8" 4-e" 4 " -8` .5` -d" 5' -8" 6' -8" W -8' 8' -0" t5' -O' W-7, , 9' -1 F" T -1 1" Oim '.C," 7. -0" 1' -D. R. -2" 7' -2" S' -O` H' -r W -7" 8' -1• 10' -0 1/2° 10' -S. 14. -3.. Dim "D° 3'_7" 4' -8' 4' -2" 4' -3" 4' -7` 5'_6 1/2° g^_1" 6' -5- 1 7' -4- 1 7 - -1" 1 8' -D- Water Depth Dim `E 3-3" 1 4' -4' 3' -10- 3 -11 3-9 1/2" 1 4-9` 1 4' -8" 1 6' -3- 6' -1" 1 5' -8" 1 8' -7' QW40 Qrftda: probes: UNYorm Plumbing Cade - Appendix H 1. f.wcfete: 28 Day Comp, =eersive Strength i'c 4:500 psi Number Of Meals Waste nc•" Retention Storage 'capacity 2. Rebw: ASTM A -6`5 Gsode 6D Per Peaak hiourt u hate' x 'lime x Fs0.1ar ' `n Gollozas '. Merr,: ASTN A. -185 - arr,de 155 41 Gesipn, AC1- 318 -02 8wilding C00c ASTMA C-857 "Mdln�r%m S-trucsoai Design Loodinq For Undergzound Prftes C€,- ,^.fete Utility Structures" q -2i 7 c WI w/ 319 Impact Par A ASW7y n r ` � acter Prior To 5t Systern 'EASE I N TE RC E PTO R Co rta *c ar to Supply d ",9�,l ow Piping A Sam pling l ee 3 tiaay Etter Crily, &otk 1,Wlater Shall He Carried 8y 5,epamte Side 5cwv- f0 SCALE SCAI,k :3/84 = V -0" u, - CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N w UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o M LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z EXCAVATION. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH UI IF-E DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE '(ELM SEWER DEPT CITY OF "ELM DEPT. OF PUL3LIC WORKS 1500, W-D0), 4500 GA -LOW STEP TANK /PUMP TANK APPROVED DWG. NO. `1.- 7 -11 FUBUC WORKS DIRECTOR DATE C•tS. DWN_ A J" JEG TP 4/2007 RIM= 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING II bd l i 0, 151' TOP VIEW 0 �ssssssssssssssssssddsssssss � 0 d o 000 0, P o 000 0� o� 0 00000 0 0 0 0 00 off 1 NOT TO SCALE F 8000 GALLON STEP TANK RIM= 351.10 CONTRACTOR TO VERIFY WITH FINAL GRADING 24" RISER TOP OF TANK = 347.10 IE= 346.10 32" =2534 GALLONS EMERGENCY STORAGE li TO 4" WORKING 1 426 GALLONS °O y �� —kOAT ON 2/3 TANK FLOAT OFF CAPACITY 56" =5040 GALLONS DETENTION BOTTOM OF TANK = 339.10 24' -11' REQUIRED 1fX 12ex 12' DEAD" G SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) FINAL 30" SEE CITY OF YELM STANDARD RISER DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. 1/3 TANK CAPACITY \ BAFFLE WALL AN ORFICE PER COY SEWER GUIDELINE REQUIRED 12'x 12% 12' DEAOWIN 10,500 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP A HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG — SD TYPE "13" LIFT LUG — HD 8000 GALLON STEP TANK RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL GRADING 24" TO RISER GR NG TOP OF TANK = 346.96 .7 11 —n—fr"111111111111 1 32 =2534 GALLONS 4" WORKING 1 EMERGENCY STORAGE I 426 GALLONS \` —FLOAT ON 2/3 TANK FLOAT OFF CAPACITY 56" =5040 GALLONS DETENTION BOTTOM OF TANK = 338.96 24' -11" REIQUFa 12'x 1Yx 12' DE40MAN SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) FINAL 30' SEE CITY OF YELM STANDARD RISER DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. 1/3 TANK CAPACITY BAFFLE WALL AN ORFICE PER COY SEWER GUIDELINE REQUMtED 12'x 12'x 12' DEIIDMAN 7,880 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG — SD TYPE "13" LIFT LUG — HD SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS H APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: U-1 L U-i C3 MEMO O1 1 AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360 -352 -1509 WW W.SHEACARRJEWELL.COM J a W O OC W LU yr U) D z XQO 0 2 z WWU) Uj 0 i V LU LU W V �pWARp C' � OF WA Sy C tJ� Q y . y O � r � 42010 FGrSTE��� �1 SjONAL �� a �I0 ONE INCH AT FULL SCALE E NOT, SCA1E AtxOROWOLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING RILE No: 1290- 01- UT -06.dw DRAWING No: UT -06 SHEET No: 16 r� 18 LU w 9 N ~ C3 U Z W w w N Y o V o m N U U CD M m z CL a 0 W o: MEMO O1 1 AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360 -352 -1509 WW W.SHEACARRJEWELL.COM J a W O OC W LU yr U) D z XQO 0 2 z WWU) Uj 0 i V LU LU W V �pWARp C' � OF WA Sy C tJ� Q y . y O � r � 42010 FGrSTE��� �1 SjONAL �� a �I0 ONE INCH AT FULL SCALE E NOT, SCA1E AtxOROWOLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING RILE No: 1290- 01- UT -06.dw DRAWING No: UT -06 SHEET No: 16 r� 18 fil ( _J I 5 U a Z 0 Cn a x i z W a 0 W 0 J a U W v co 0 0 0 C N co �Z W �Z I � E r NC O U Fx i° o o C) N yUj 0 0 a c � � Z A I B I C I D 30' SCALE: 1"=30' 6iP Scale 106TH AVENUE S.E. 0 30' 60' FEET — - -- 5 - 1 II 1 1 1 9 �I 1 _ L R ETA I L BLDG YELM AVENUE (STATE ROUTE 507) CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 29, T 17 N, R 2 El WM F no ry -� G LEGEND: RUN NO. ASIZE* 0-0 PROPOSED SINGLE MOUNTED ILLUMINATION POLE C- --0-0 PROPOSED DOUBLE MOUNTED ILLUMINATION POLE 0 PROPOSED BOLLARD LIGHTING ® FIBERGLASS JUNCTION BOX 1 1 V CONDUIT O CONSTRUCTION NOTE CONSTRUCTION NOTES: L1 FURNISH AND INSTALL FOUNDA11ON AND LIGHT STANDARD PER MANUFACTURERS RECOMMENDATIONS, SEE LIGHTING SCHEDULE THIS SHEET. O FURNISH AND INSTALL FIBERGLASS JUNCTION BOX RATED FOR STREET LIGHTING. J-BOX LOCATIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL ADJUST LOCATIONS AS NECESSARY TO PREVENT CONFLICTS WITH OTHER UTILITIES WIRING SCHEDULE RUN NO. ASIZE* CONDUIT WIRE /CABLE REMARKS #2 AWG #6 AWG #8 AWG #8 A G GRD 1 1 1 V 1 A 2 1 ILLUMINATION *ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. LIGHTING SCHEDULE IJGHT STD. NO. CIRCUIT NO. SERVICE NO. FIXTURE TYPE POLE TYPE POLE HEIGHT TENON TYPE NORTHING EASIING BASE STYLE 1 A 1 KSF3- 10OW -MH SP 20' N/A 590697.97 1118904.63 FIXED 2 A 1 KSF3- 10OW -MH SP 20' N/A 590616.22 1118902.39 FIXED 3 A 1 KSF3- 10OW -MH SP 20' N/A 590609.72 1119048.73 FIXED 4 1 KSF3- 100W -MH SP 20' N/A 590607.31 1119136.27 FIXED 5 1 KSF3- 10OW -MH SP 20' N/A 590515.67 1118801.32 FIXED 6 1 KSF3- 100W -MH SP 20' N A 590446.34 1118900.39 FIXED 7 1 KSF3- 1 0OW -MH SP 1 20' 1 N A 590374.37 1118898.37 1 FIXED BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 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. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: w�w1ui �I °I W \ N U Z W W W Y U o m o UJ U r U U CD W � W rL M a- W W W Of R 0:: � ©© ' < " H AR ELLInc 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360352 -1509 WWW.SHEACARRJEWELL.COM W U) Z J WJO IL X <t 0 ��_ 1— W W Q LU Z g UO-j �e Uw J W 1 W V �_DWARO ,V WASyr Cry 0 uj z 010 �a 2 ISTf- ZONAL ONE INCH AT FULL SCALE. F NOT, SCALE ACCORNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY- JIM GIBSON CHECKED/ APPROVED BY. AMY HEAD STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1'= 30'-0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01 -IL -01 DRAWING No: IL -01 SHEET No: 17 OF 18 F-11 oeld•er SieotBq KH13 -M-S AL-WO i741a1f1.NtavIZW1 dr6 n Sae wwaHhsnia.ww&rdnobn Y,WP 72D -1115 T2B -ZW T202190 T2D� TYO, TZD4t1 s 2 *a UParateh} for ddiaal odor aptosa 2 -NT T25 -10 T26 2M T26 -2110 T25-M T26,81111 726411 7 Mma;rl. ij sabmgt. Nst ee0.►Ns sib 12 81udt finish adat 4' T35-120 T36 7i T35-M T36-320 T364M T36-M TV or t9 bbrtbeSLN!ffsd. KSRH8 House aide shieldu 3 MustspodV Cllr far as it Canada. slded. 4 Qpftd nd&up bout In% tat tat I Av ilablo rAh 0.S& M debiistam Oder as Separate aaeelag lumber. SWI. Il1g,2R.MV is Concede. mi4• Number of fxtums o nw- setUamr, 61:rmesa See its 10 MorksodnadananSe ossuit- Tenon D.B. One Tem0180' Twefill' Three11120- Threall- FoureDB- hsr....e PEI NHIM twist belt PE (2iTI) on- m NOTE: SC Shooting asp for Ism option Protective osnting Nstawilads asidi SC{tR. 9alIm= lane n. Mwa,ea -7j nyaratmgaiarr ihegir °� external n9ubtom:8CWAalso PEl 1rteWbnt�'oakPEOaI me Illsta mss�n 168 ZEST e Y a=rc° {sera Noy he qurodin 8101(1 eYlei�am W s9 and other subs' P® NE MA triwinc t PE rAM CR Corrosion - KTMB Twin regulations. Commit PE1 NE MA twint-look PE [4� M _ r6ds� ..r.wn. unur in Srm I..I ..wLw,a... -._ Diatrihatien °ran NOTE-SDAAhdbat CSA CSA Ckrti6ed MW Whim DA121MS Degrae arm nut Is =blind to NOM NOM Certified OIL Meek 0 IBi1P IIMVNMMC Ca=v angdy WA Cd&ma �' eel ratetva LLIIiY Ymtliete leeaw ns am o —a ..., Tdb0 "wool laids IRR —a1Aa ar4d..� ago orevwre 7W MM'__ Wead pule w - -- --nett' tnu phofoeooflal9 - -- °-- - - -• TBe DRS Duarc rewho epeamla itQdilco trrdl SL1MA Super CYYA Finifis' g�S TBVI hreokst pulse start 0119M ON time delays Wattage ssyyW7 neP_ D holiest 10 M pNfkiQle.o... id9Rlt) Bork k _ 21� play§ 11111111 CWI Constant OF Double file 211111L 242, 4BN' Moll halide W7 RF loond pole wattage 1w11 397 W8__ Wall isolated EC Fmergeroy circuits IAP Lou L__ f_. PER NMRA smitasak receptacle Imp Series Yokoga Mounting BsBart Optiona tamp'f KSF3 120 Palo Aar Lanoth 0111/110 YaM r IN Lamp Mae to twra 14 1:! KSP3 ORDERING INFORMATION Far shmrtost lead titres, can600re product using aleedwd opiono (aiat+mme in bout Pmmnlo• IMPl 10AR1b WIT11 SP191 Pt At demotions am isais (eerdewmnl olives atlsrwiss spaofwd Speolicatinn w4att in change aaihmt eofaa. 11511111 - UL Iless Options). NOM Certified Arm: 12131161 SRmr IPaxBRttP b (see flptiarsl. UL tinted for 28'C ambient temperatures and wear lautiona. 'Weight ins configured WIwtOAiiWD S 11166 rated. in example balsa MISS 7 socket with copper dhow nick l- ploted mires ohal and neater amRaat UL langtl: 2D•11i)rd2 VL2) Iftad 1�Ily- BM. Wdk algA2 bDYf F Arm J_ L a�lllwT.AatAfl dlON - Extruded aluminum arm for pole or wall mounting. Bgdc 10-112 CN]} Ba47le ' i�a B ast n4p'no iai4 ge�utolnrefonner UPS, 4�••••••,... klmvtia Botier Qdlws 7rahml CWA tSCWA 90sed) Pulse "tort bdbat optienoL 111111% oopparweund and "Might 80lbs PLAW birtery-t=Wd. EPA:2Dft? 129nM B S!Gist_Pornnlain, pesition- crienbed horaante0x mounted, so jul-hem (includes Type IV Bstwerd *fw1, Type V (volumes symmaWas8. a..ea.rr,vaaar 1iAQYY Lens is .1211 thdc, impsat- rodatent, tampered glsas with tkermalroppled, �•�s 25' to 411' Mounting silk marooned Shield ..x...:... —T- ether whi6edrtersl -a-slurs samilable. NIETAL NiMllI)i OF MAL SVUM- Reaeomrat anodized sognerted relleaten provide w- Imm ,pariar unffwmfly and contro+ll..rKSF3 Type IV optic is row" end inter- NIGH PII�1lt1E SODIUM tarn."° "So %5wlsr: �iiitensgr.' 71e"ie °arms i� la• Tana thou ro'ri an in1 IW sP g wear rs- in ms is accomplished with an integrdl f designed, extruded ailicane gambit the maps ism der fromes and another go" applied is the housing. FROM - Sambid finish is dark Ybrorm hDDW gal�.�dte•r E.°:'.' tmHhw itlh Fo►msd oar wsSlls tight ad and imegrtp AM L119011111111 Naturally anodised, extruded, aluminum dust frame with mitered corners is retained wide kwal JO ' diameter hinge pis end secured with (me) garter - FEATURES & SPECIFICATIONS tea Typ, mum 181 - Ideal for use in oar late, Street lighting or perking areas rsuarxwnru _ a..... a nor .►a..a. .r...:... - ....>:r:.... OF tag Nudiar 3 Outdeer Sheet#: Pole -SSS PL -320 a u neesws w man" -top so one msols request; am neamn. �- -••• _ - •• w 7 Addi6oval orders WIWIR S se wewl!60osawg4nhwkn. Rr_ "ego" Pawdrr finbh standad. Forlmd'n Spoaffyadseanbn fmmhsdida W9,01 CFAlimlir- lammr Mars; fie Ahdidr BFeaoosias d"egswow ei rpags Mt AW_ 201110' A 6 Herilwed Stan is leis Z-W DA. imam abrdad. Mlg &W- s at ar Dsndhof e I—___ — __ — - -_ _� .__�u. num mllf -. eve or 9 Mart'fr:7mdyum filters till, 1 OMISASTI. 0hifti f_ tator 4 Spm&j bmBen and aia oton ulna odarbg opens. OiUWT_ aat or D B farts['. Spnifytha bmigbt in fee shame bon of pale. DMSW- 4st or r- -••-- -- - - --_., +1alr:}#- .fa��It.:.XR_..� -- ---• OMEgO Sesosd grflMaoldrov Gem kadhob. OINGAS Astor HAN ®H R ATION ! Tlr driRrgtagdaoo to kit vnd for o patbubr bnimsin dspntle AERIE Soled OrR Mmdba" C on few lusasn fiat a amid. Refer b d o Tanhabal Date Setae 0b1la1A4T_ 1 at too- d1M0sld. 0' 1vr1 OriingTemplaws. aYtlta out �.9. MUM: Milieu looser t Wow "brit 1 oats nsadog oil drill —11" tot the sae 4 s rn am' ads.f olbwfhsssads :OMSfrRI. The ®ebbetianmuff= an IMMU 3atW asam ear au- DUE Bator UNP= iff thmded nppkM Da1B ♦st too- a1NP= Sell' thmdd njepb' AODSIDMEgDM6lMmatirat tNPo t' dhndd oppld ,V4lw Faso,A-euYddir „-. o ^MU 2misr slostrisl' g2CPs 1jY mupingt t OktePL s de lam' with tee sMPst Ave couplime C? M` �!alld Z rye, Rua. s �lor®u"al stn bmaket OPA Natural alsoimm N T30 3-ljrOD.IrNPSI a f rune ¢ G101 G Ivesaad Sikh oT16 NPSI FDtfa Families audit kin 1 am - -'bison Noun " an(tiler J[rlNrrl °" _ , .._. ue non amaa pQ V to -whet (San bulk page! PT Open rap LAD La= sedurbds Do Wbios Z 6ls dark 109e•1 T20 2- WOD.is'NPSI ID Ysbmlimn deeper IS Bbek T15 s-7A'CO.O.ImN TP Topper pmt 0116 Medan brows Q � _ J ShsR tppe Na mind ahaft Nuwinal shalt b=ee saej _Mountings � Option" Finish' S tenth wall ikiaknoea DiffERING IN !'OR ON lead times wig vary'aepenf` a-g art cdp arts ss1ecEe�i'�.dcutettft with your se a raprsaeirtatiara. Example. SSS 205C DM1SOCR 1 mj8 Seri sleet red noting a memem Vion drangm of Do mle pa. 0 LLJ a a. n Illh MM MaW- A rot holder located immediately insidsthe hendhmle dm is a ay SSS 3666 H &Ox 36O Provided [ground bah and rot provided her adnsal. 7 91 w E.0 ANaag1 ROM - Top porter of anober boll in gdvenaed par ASTM A -162. 1 39 1 60x311D n 7 lbp•osg peoAved final an ussiu -imam Odin: itg 11,3 11311131611 30 Fedumra are high-strength galvanized zinc -phesd or ehinlene nod. OLU8 J J W1#161 - Book lernse 10081 polyester powder standard. Other ambims- 7 10.71 p 6,7 turd colors swailsblit. See wilimlilhanii.ogmlerchtnlem. 39 64 tiD Z3 - 1.8 64 180 160 250 58 - hu 135 10-12 11 -13 In-17 10-12 8-9 10-12 a-a 14 1 x 36x 4 fx36x4 tr7CvA I x 36x 4 3/4x300 1 x 36 x 4 44xlbx3 34000 with attend halm. Rose cower in finished to match pole. sign" 30 &0x3Q0 Q188 A hendhele having nominal dimensions of T x It for SR shafts. Included in a 15.7 SaUARE STR9ICHT STEEL W CK lttl11Ke ;11126116 amino rfdn stachmem largess. cn. =A 6,Ox 260 Alen "188 7 7 G0 18.0 _ reaistanoe wmid Udfmmly square in ores - section with flat sides, snail 71: 126 V V 0 1LOx3QO corry radii and =diem tertian. Available shah widths are 4, 6' and B 7 GA W 4.0 Archsr bone in fabricated from hat-mlled turban ehal plate that moss or 30 Lb 60x3810 U X&0 0,125 1 f112b 11 11 womewI ft a wield soanath of 38817 usi The anchor bass is oreaided tED 1W 7-0 Zki V W Weldable- re, ctmmeran!•galiV carbon anted tubing with e 12188 racie lose FWw 10,8 270 minimum *Id of SUM psi (11 -gouge), W= Psi p- gauge). Unilarm rag 1112660 25 6Ox2LO Q1 2a thf&S" of .126' or .1110'. Shatte are one -piece with a longitudinal dstrio : U 245 Q maim Type FEATURES & SPECIFICATIONS IO 935 20 60 0 son 6Ox 2Q0 A A AAe 11 17.7 m j -- - -- -- - - -- - - - -- -- -- - - -- - GO z d,aJ N N 1 iY E U U o CALL BEFORE YOU DIG LO 0' THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o U PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND > LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z EXCAVATION. SiestS VAMI&S enwAmiky %We Ligi& j.1m, BIG I^ e Pho ne M1112 -f® Fix:Mins -1 sae twm h ni■om FBI CA &I N VAM &WMn WA r e" noaannsnls Ofnaaaali one OmlitloolWq 1LeysrsGAeoo142Se7 rP ffia asxt aunort waibNs j twnnglMau�lg Ns�dlt y. ConaGonFeator bets sal ono "asst b sbvge. ` Sew Se ni re J 1. Phatendre duo far odor dnhiiadua am be smased flue Seew.IM=igaaa 31111.- B6 ! For ebsoisvl d eraebrirtiaL auesh teirdmf data bit. OIL- 77 a Tested to sumat 113 had NEW dullards mdse abbail ad laboratory mndtios. Yeses eparstnA lGIM mn uols diferonss bsshon 4loaratsar aid sold field Moeeiing height Careelion Factor fMutplyttwm level bythe uarramon raamrl NOTM: sett -1se Fee n& iuleas land an ffi imuhwg hekk. F4daandla .dews based on es' srousssg hrialrt, r'�.° • •� °•• -or •+•+°•"!. �...• daedbrrbn Two IlL msaR. diWaradrsr Typa M. arldF' dsbiu 1 Taps Y•�add no as rewrote laolfd. Itdlial FasteeNles KSF31000M R3 KSE31000M R4 KSF31000M RSS KSF3 Arles- Mounted Rectilinear Cutoff Lighting lomw estdar WP04r Dana Lihanb Writ Comawm, BA sat a Sieot4w Pele•SSS Mras4Aswly BmydsLighboll,Ina, Rev. iVela wws7itbm�mn oFex7to sets taSe LAnis Lighling lamas spaaneanoa In Imma We gin" fe"ms my. usana rammrsa lam rkht m oborgs nator I or design, amout prior ncdoo, is a aarbnsirg #%it is upgrade its products. • Installation raqu►as graet n he Psakd order bees to stairs fell at with homiletics. •r. r' 18' I 1M08fAa1: ..n- ....van. Sew..... a....d..ya r- ......h........ , -.Se. u.•...a ...,...r BASE DETAIL templ�im. • If fobs am stand oeal% all pn0000ive wrapping aunt he nn =ad iandilody to pmwt finish daage. lrr— C Lidmnb is not naesible for Ua fduadetiaLs duim. M r=NHWUMLMt01II1fES: ,� • Be rot Brat polls wdhet h=og firens nstaad. L < fr n Illh 6' 10' 12 9516' 4' 11' ABSR84i A69&0 PJ60010 a ay SSS 3666 a- 11' 13' 331 -W 12 -1,12- ANIN-6 AID&O PJ60011 �.' A .,. w.r- y �.���� w l �� 1 r I u.v a ram I — in A a G Offimplbn olow"M WC BAM 2- W4'-4' hr ABS894C ABt&0 PJ60004 4.6 9­1/11' 2tiW4-41' 8' AOSS94G AB7a0 PJ60004 Melt Bolt Bolt Blain Anchor Wambouse Ternplih B=ee Circle Projection Square Bah Anchor Bolt Number ,w I - I - I ,.-rc I I we, 180 1.8 ED 11 -13 1 x 36x d 510 33 - 11 -13 1x36x4 686 SSS 3666 36 &Ox 36O 1 11188 7 91 237 E.0 SSS3966 1 39 1 60x311D 1 0.118 7 fin itg 11,3 11311131611 30 SO x 3Q0 OLU8 J J W 7 10.71 267 6,7 167 257 lam 300 100 50 tW in 39 64 tiD Z3 - 1.8 64 180 160 250 58 - hu 135 10-12 11 -13 In-17 10-12 8-9 10-12 a-a 14 1 x 36x 4 fx36x4 tr7CvA I x 36x 4 3/4x300 1 x 36 x 4 44xlbx3 34000 388 610 AM 32D 2115 ME 1711 245 sign" 30 &0x3Q0 Q188 7 15.7 382 1QZ lttl11Ke ;11126116 x 25 cn. =A 6,Ox 260 Alen "188 7 7 G0 18.0 1411 39D 71: 126 SSS304C 30 1LOx3QO Q188 7 GA 160 4.0 SSS 31 SC 113 zbAIR; 30 Lb 60x3810 U X&0 0,125 1 f112b 11 11 43 4Y tED 1W 7-0 Zki SSSE40 25 1.Ox26O 12188 7 10,8 270 71 1112660 25 6Ox2LO Q1 2a 11 U 245 935 20 60 20 6Ox 2Q0 01126 11 17.7 03 SSS 216c 20 60 x Mlo Q188 7 28,1 709 121.4 535 162 1 4% 10-12 l x 36x 4 265 •238 SSS 1S 4C 18 lDx18.0 Q125 1t 1216 3T6 9:2 67 168 8-11 3)tilx18x3 125 11111111129 4C 2a loxmlo 1115 11 96 21O 61 167 l5 160 8-0 Wxtdx3 90 1122AAD 1111151249 ?If 12 lnr916n lax 120 R1RR 0,125 7 11 irr, MA d16 SM 17M US '.tot 0 014 146 4r1 378 RJb 8-9 AlarATI.r't W4.18.3 lam 90 SSS 14 4C i4 I &Cx 1110 0,12E 11 wal 491 I 15,1 318 11J 2834 8•4 3d4x 18x 3 108 SSS 1i 4C Catalog Number 16 daft [feed 4.0x 1110 PaleSheft SaefinxitxfQ 01126 7bcknes4 W t e) 11 clu 15.0 OD 388 Max, 11,8 150 H6 Max. 4.9 toe 223 U. 8-4 Bottlircle (itches) 314 x 14x3 BaltBiffi On.xinxin) 115 afnples ighx (poundej SS51149 10 10x18.0 0,125 11 316 7166 159 gib 18A 173 8-9 3I4xlix3 76 ER% M with 1.3 out Neminsl I I Well I I I I I I I I I I ADmnstimebe I TECHNICAL. INFORMATION SSS Square Straight Steel Pales E F G H APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: W W rn C-" o 14" 1 _ I W O � CV ~ O CJ Z 1N- W IN- Z 0- Z N W Y v 0 m U V C.D U � m a_ W W W of Q� Of amL�-ct7 t rx. n CAR h. �Jy �� �A a ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 - 352 -1465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM plis"t�0W > ,C� OF WASHI Ce Q ti (� z Z -o Ce LU O 4Q 2010 ISTER�� (j~� 10NAL IP ONE INCH AT FULL SCALY IF NOT, SCALE ACCMDOIGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: S HOEY LEES CADD CHECKED BY: JIM GIBSON CHECKED BY: JIM GIBSON CHECKED / APPROVED BY- AMY HEAD STAMPED BY- JIM GIBSON HORIZONTAL SCALE: NTS VERTICAL SCALE: NTS DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: IL -02 SHEET No: 18 � 18 U�W/a� t1/ J a w Z Xao �L) Z 0 WWU) SIC UJ z G I—p� W J J W ♦� V plis"t�0W > ,C� OF WASHI Ce Q ti (� z Z -o Ce LU O 4Q 2010 ISTER�� (j~� 10NAL IP ONE INCH AT FULL SCALY IF NOT, SCALE ACCMDOIGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: S HOEY LEES CADD CHECKED BY: JIM GIBSON CHECKED BY: JIM GIBSON CHECKED / APPROVED BY- AMY HEAD STAMPED BY- JIM GIBSON HORIZONTAL SCALE: NTS VERTICAL SCALE: NTS DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: IL -02 SHEET No: 18 � 18 0 J I 0 I 0 N W 0 J S v a Z O Ld N Q x z w M W0 0 J Q W W I U w UW Q 0 0 3 N .0 EW on uZ I � U E Y n U o� .4-o rn N i O U N L�1 -o M � oz I_1 30' 0 30' 60' SCALE. 10=30' WOMW Scale FEET 0 C C E SEC 29, T 17 N, R 2 El WM -9 i Ir, a .1 10.15.1 z 10.410.s b� .. - 65.710.6 -5 w5.710.75- .6 • -,. ,.. `� b 910 ir's +1n� '+rr rrr►'.� °one • 8. b.1t.110.1t. 10. 41.51.610.75.75,810 -8 88,8tAt -8 s q _ 4x111 'IBM �• , b.e 10.7 b., b -7 10.6 , } .. .. • , •' .... ..,, 4 � ��` '� may►..,. •b. 5 -11 -110.1 .z °10. 10.410,65.71�}1- 81.91 - 0 .0 .910.8 b. .s . -2.21 0 1 310.25.25.5.610.8 01. 11.31.3 1 131.2 .1 1 10' 5.11. 110. 21. 310.45.610.91.21.41.61.71.6i,51.61. 1. b. ' S.. .1 .1 . 5.31.45.65.91 ,31.711 -Ot 1.2t.2*.Ot.Ot.2, . 21.91.51. .B b.. FURNITURE ' 10. b.110.110.25.35.41.71.01.5*.O12. 581 - 812. 811.612,712.8,11,712.31.81.35. *0 ' U: b. 110.15.25.310- 51 -81- 21.712 9.09 -s 9- 59.69,6,9.481.711.11 -51- 1. STORE _5, 25.21.35.55 -81.3 i -812 3.5 4.2 4.5 4- 4.6 4.5,9.99.I82.31.61. I.i."V410:3.10- 10.15.25- 21.45.65.91.311.011.69 -91.01. 1.91. 1.5, 4.69.581.51.71. 51.75!:5.3.1 45.610.91.382.082 94. 11.55. %.55.5 24.9'3. 611.51.71. 10:78.55:310 5110. 15.66.45. 65.91.911.111.9 x3.84. - '4.49.411.61.71. 10 -710 -45 �1 -310 fb \vJ o3.7*z.7i.e1. b:8t -'5t 310 ' b 55.: 1%. 1_ 61,2•3.1,4.2•5.4:6.P5,J'U.Ta1.9 9- .. 6.*2.7 5. :b;.4:a 1110.28.2 b. .55- 81.11.7 .3 -`D • -• ni'- 9i:•b':9b.•a5.ybz'.:z. .1 -1 X10' I ' ° 1011.210.2 sb.el.z1.7*z.3'z.99.s4.14.3 .z 4.24.2 -99- 311.612 -01. 9 310.�b.1-t7.1..1b:15�1b.ad.0.b- 311 - 110 :1 U. 110.1b'a5:i'b, 113:- y5'>U� : lb. tfi: ltl. ibi6. iU .iU'110.1 RETAIL a . TIO 11.25.210.4 610.81.21.682.282.69.1 .5 .6 .99.413.5 .4•3.0*1.41.9 9l;sti.Irlk 10.21110.1 .110.1 t.1 t. 10.15110 10.18 110.1 .1 .1 .1 .1 ' - - ,•. ' BLDG11. 210. 210. 410.6b.81.21.6'z.012.482.89.03.0 - 982,e3.a .012.711.31,81 sb.yb- 610':41: 10.210 110.1 .11.1 10.1 b. 10.110 110 10.15 110.1 .110.1 .11. 10.110. 0.2 b 210.2 .1 110 -1 -110.1 .1 b. 10.1 b. 10.110 110.1 .1 t.1 .1 b. b.1 1 15.25 .25.31.65- 91.21.6*.O 1.3 t1.6 t1 -711.6 .5 X2.5 *2. ,6 *2 -9 *2 -11.71 10.v 5'6 U.`q b: 10.2511.1 1 •'0 /y.'�. 10.110110 1.210210.2 .2 t.2 .25. b.z b. 10.21025.2 .2 21.2 .210 -2 .2 b. 10.25. 5.210 2 b -2 .25 -1 .1 b. 5.1 1 .110.110.25.410.5 b -91. 31.711.0 312.512.512.9 . 411.411- 12. 512.312 - 01.71.35.95.65.45.310.2 b 210 -1 0%. 5.25 25 210.21 35.3 .310.31 .35. 5.35.5.45 45.4 .3 310.3 .31 -9 .41. 10.3 b. 5.31 210.2 .2 1.2 .25. 5.2 2 ' 5.41- Sb -91- 31.782.082.382,581.612.9 - 911 -511. 12,582.3*z.01.61.35.9b.6b.9b.3 21. 210.210.210- zb:��. 5.310.35.310.310.35.45.45.4 .5 b.5 b.55.5 b.5 b'5 5 -5 10.610.6 b. .510.5 - 610- 65- 5 b. b.5b 95.95.910.9 .95.35.3 b. .3 .2 ' 1 .:1 1. .1 - 75.75. 710. ab. eb. eb .81 -61 -9 b.910.910.910.910.e 5.8 b- 71- 710.710.610.610.610.6 b.s 10.51 -s b.e 9 .11- 21.25.310.610.91.3 i -71.2 - 61.7 *.7',3'z,01.61.2 t.9 10.610.4 b- 310.210.210.210.310.3 .410: 1-5 1.51. 510. 510. 510. 610. 610. 710. .65.91.31- 811.31.891929.0 . 0..2 1. 915211. 61.25.85.65 - 95.35.25.35.35.35.9 b 5.4: I 1- 610. 71.71. 810. 810.91 .01.11.11.11.11.11.21.31.31.21. 21.21.21.21.21.11.11.11.11 - 01.05.910.910.910.910.85 -71.7 -6 ..1 .11.25 -21- 410.65.91.31.9* 2.5 ~3.1 �i- ,7.3,8.3, 5.3 �.7*.21.71.25.81. 61.4 t.3 ..- 35.310.3 b -4 b. 5,6.10. b.75.81.91 .11.21.31.51.61.61.71.71.71.81 .81.81.81.71.61.61.51.51.51.51. 61.61.51.41. 41.31.31.31.31,11.0 .9 .d -1 -2 .3 .610- 91.912 - 082.79.5 4- 14.5 4.5 .5 4.6 4. 9,782.91.31.71.210.81.65.410.3 5.35.45.45. 1. G•5 5.75.91.11.31.51.812 -112 - 211.411.582.682.61. 612. 611 -51 1-412.212.01.91.81.81.911 - 011 - 111.112.182. 182. 011. D* 2.01. 91.81.71.5 .3 .1- .15.25- 210.41.610.91.31.911 - 783.64.6 .4 .7 .81 -51 4. 083 - 182.31.61.110.81.5 .3 t.3 .3 5.3 .45. 5.65. 7 10.81 01.2 .51 12.312.75- 113.49. 3.613. '3.43.12.912 682.3 -082.0 .082. 82.382. 12.882 983 -082 .882.912.882.582.21.9 .6 'L .15.210.25 -3 - 55.81. 31.982.79.81.15 -2 - 510.58,5 .E 4.39- 111.21.51.110.7 .55.410.310.3 .3 t. .41. 6.5.1 10.81 01.3 .712 12.79, 99.9 4 -5 9 4.9 9 -9 4. 4- 39.9.382 812.4 -z1 -1 -212- 1 -79. 9.59 94.2 -09. 4.19.883.982.912.4 -0 r - n. b... .110.1 b.z 10.3 b.s 5.e 1.21 -e 9.6 9.5 4.7 6.s a4.09.082.1 1.4 1.0 b- 1- 510 - 310.310.3 .310.910.45. 10.5161.81.01.3 .711 12.89.64- 51.516 .11. 4.9419.4 .8 1A .282.2 .312 - 12.99.54.24 -71 -4 .24 1.44 - 84.19.982.7 -1 .15.15 -z 10.3 b. 55.71.11.711.6 1 .416.5 .11 -] 4.082.911.01.95.9 65 6'5 75.8 .01.2 .682 82.79.5 4. 51.710 5 5.65. 1 -14 19 -3 -711.3 .182.182.212. 9.a9 6 4.3 -25.3 16.31.3 4.39.911 -7 .0 1�1 210.35.510.71.11.782. 9 -6 4.96.05.3 .316.31 -1 4. 29.91. 01,35.9 .610 910.3 .310.3 .31 -91 -510. '10.k.b 710.8 .0 1.2 .612 82.683.5 14.6 %.B 4 - 6 -65. 1.14 1 .3 .7 -3 .1 .1 .2 - Si 16.41.74.39.3 i.5 -9 I 4. - 110.15.25.31.510- 71.11.682.9 3 4.3 - 31.91.2 4.7r 13.712.71.91.35. 9 .610 45.3 .35.3 .3 b. 5.95. Q�!6b, 610.8 .01.3 .681 82.89.6 4 -51.610 %.516. 1.1 4 29.5 .912.4 .211.111- 112. 12.89 5 4.3 .316.3 6 6.4 %.6 14.3 13.4 12.5 .9 ' •17.1 - - , 5.95.71. 11.612.29.09.7 4.1 4.1 4.1 4.1 4 -C, 13. 312.51.81.35.8 .6 45.3 .3 t.3 .35. 5.4 b. 1.6.5 65.6 .0 1.3 .782 212.89 -5 4 -2 4.9 4 4. 1 -41. 4 -6 4 09.4 .8 12,4 .282. 12.212. 12.99 5 4 -3 .116 -0 .9 516.11.3 4 -39 -48._7 .110 - 11.21. 35.410.65 -91. 412. 011.59 -19 .39.29.19 -39 -� 5.612.21,71.110,7 -410 -3 .2 t.2 10.9 b. .b.s -b 610.8 .0 1.3 .6 .012.59 -09 -59.94 9. 4 -1 4.�9 -89 99.0 .612.3 .212. 12.212. 12,99 49.9 .9 4.9 .7 4 5 4 -9 4- 99.89.212.6 `t b b 10 1 1 1z i 1z 1z 1z 1z ez b b 10 b b 8" ,b b 1 1 i 1 1z 1z 12 1z 1z 1z 1z 9 1z 1z 1z i i 4 1z 1 10 10 9 9 3 9 63 4 9 O9 612 z .1 .1 .2 . .4 .6 .9 .2 .7 .1 .5 .6 .4 .4 .6 . -,12.3 1.9 1.4 1.0 10.7 b.,1pi-3 5.2 5.2 .2 .3 .3 .4 .6• 7 ,8 .9 .1 .4 .7 .0 .3 .6 .8 .9 .9 .9 .0 .9 .7 .5 .3 .1 .0 .0 .1 .3 .6 .9 .3 .5 .7 b- 110.11.110.25.210.410.55.81.11.4 i- 812. 012.01,81.81. 912. y1, 91. 61. 310.910.61.410.310.21.210.210.210.310.4 b ;51. 6:1 65.710.81. 01.21.31 .51.71.81.91.012.082.112.181. 112.182.11.91.91.81.81. 911 -011. 211-912.511. 682 .612.612.582. 511-412. 212.01.7 .1 .1 .2 .3 .s -7 .0 .2 ,4 .5 -5 -4 ,9 -5 ,5 .3 .1 .8 .6 .2 .2 .2 .2 .3 .3 .6 .7 .8 .9 .9 .0 .2 .3 .3 .3 .3 .9 -5 .5 .6 .6 .5 .5 .5 .5 .6 .6 .7 .8 .8 .8 .8 .7 .7 .7 .6 -6 .5 1 -1 b b 5 1 1 1 1 S 1 1 i i.� i i i b 1 5 -910 -310 b 10 5 b b b 4 5 -� .610 b b b b 1 1 1 1 1 i 1 i i 1 1 1 i 1 1 1 1 1 1 1 1 i i 1 i 1 1 1 I. •, b- 110.110.25. b- 310- 5 1 - ,b.91.0 1 .11.2 1.2 1.11.11.1 610.4 "b, 35.25.25.It.2b.2b.3b 3C41 55. 510. 610.65. 610- 610- 710- 810 -81. 910. 910.95 .91.01.11.11.11.11.11.21.21 -21- 21.21 -2 1.31.31.2 i.1 i- 11.11.11.11.05. 5. 10- 110.110.28. b.3�s5 -6 b.,jeb.95 .910 - 910.910.9 b- b.9b.eb.eb.71 610 -9 .3 t.2 - 110.11.110. 10.210 210 -3 -910.9 .410.4 410- 410. 910 - 510.51.55 -610.6 10.6 10.6 b.7b.710.7b.eb.eb.9b -910 -9 1.910.e1.85.810.e5 -e 10.710 -710.7 10.,10.75.610. ' b. 1.110.110.2 b- 1.410.510.65.710 -71 -, .710.710.75.810.7 t.1 t., b- 710.710 -6 1 510.4 .310.2 .1 b. 5.1 b. 1.11 210.2 .310.3 .21. .3 .35.310.310.35.9 .4 .4 1-4 .95.5 ,5 b. 5.51 - 65.65.55.6 .6 1.6 .6 b- 5.51.55 -51 -55.5 . 45.45.45. .• ' ... -, .�.. - .- 10,610_6,10.610.65.610 -s 410 -3 .210.2 .110. b.It. b -110 110.2 .210.1 .25. 1 -2 .210.210.2 t.2 b.2 .z .2 10.3 .3 10.3 10.3 b. 10.41 41 -3 .310.3 .35.45.4 b. 5.35 31 -3 -310.3 .310.35.35. �' • •.- _ • a 10.15 t.5 410 -3 .210 -15.1 b. t.1 t. b.lb 110.1 .110.1 -1 b. 10.1 .1b.Ib.1b.1b.z .2 .210.2 .210.21.2 b. b -zb 210.2 .z 5.2 .2b.zb.2 b. 0.zb z5 -2 .2 1.2 .25.210.25 - 106TH AVENUE S.E. 110: 5.1 5.15.15.15.1 I .15.1 .1 101.1 b -1 b. 10.1 b 1 .1 2 z 1 I i- b b b- b 5- 5 5 15 .110 1- b -1 b b. _ t 9.1 b.I 101.1101.0101.0 0104 Q:10. ' .010.0 10,01 -11.1 .1 b.I 10.1 b -11.1 .1 10.110.1 10.110.110.15.15.110.1 .1 .1 7 .1 -1 -1 - Q 5,11.0 b .Di1�ob40 ' .0b.01.o5.o1 -010.0 .ob.ob.11.11 -1 . 010. 010.15.15.15.15. 110. 110. 110- 15- 11.11.15.1b.11.110.1b.15.1 b- 15.110.110.110.110.1 Z ob.ob:0, .01.o1 -01- 05.05.05 -05.0 . 010.05.05.010.0 .0 t.0 b.0b.o5.05. 110 .010.010.010.05 -0 L.o 1.o 1.11.11 -11 -110 -010.0 b.0b- 05 -05 -01 -05.0 ' .ob.ob.ob:ab.ob . ob.ab.ob.ob.o .ob.o10.ob.o5.o . 0 101. 0 10 1.0 101.ob.ob.ob.ob.ob.ob.ob.o:U.ol . ob -o 5.o 5.0 10.0 b.ob.0 1.0 b.0 1.0 1-05 -01.0 a - •' -:• b.010.0t.0 `b.0b.0 b : 0 t.05.0b.0b 10.05.010.ob.0 b.o8, b- 01.05.08.010.010.05.08.010.!1. 010. 010. 010.05.05- 010.010.05.01.08.010.010.01.01.0 ... • e 9. .: _ • $.0!!,0'10,05 -01.0 b. 010.010.05. .05.0b.ob.01.0 1.01.0 010.010.010.010.010.010 1:05,05:0 .. •. a 1- 5.81.01 -31. 41.81. 7k T- .9 .7 .6 5 .5 .5 b.o'b.010.010.o10.08.0 .o5.0b- 010.Ob.0b.01.01.05.0 b.010.010.e:5:o - pp ..1 _� b- 91.21.51 82.482 99 -9 99 -9 .082. 82.01.1.3 .05.85.7 .65.8110.610.65. /\1.7 610.510.95.410.35.35.2 b,: I- 11.511 12.21. 1.4 1.2 5.9 5. 10.71 5.7 5. It. 1.510 5.4 10.3 10.2 t,.1 V 1.11.4 1.712 99,O .512.9 .012. .7 -7 I 710 -s -4 10,1 ' 1.11.41.61 82.2 1.4 82.3 -2 .512. '2.01. ,41.25 -9 .810.75- 710 - 85.88.810,8 75.65.510- 45.410 - 310 - 35.210.21.1 .812 9 Note on plan the bases of value, lux, fc etc. 01 1. -91 -1 b -7 8,8 5,9 b- 91.910.9 8 0.7 5.6 0.5 5.5 0.4 0-3 5, -3 5.210.2 2. Values at the dog leg of the pedestrian access show zero value. Verify 8.810.91- 01.11.21.21.21. 01.11.21- 21 -11. :1: b- 95.810.75.75 -75- 91.08.91.0 b- 810 - 75.610 - 510.48.410.35.2 b- 78.810-85- 85.710- 75.75.810- 810-81. 'S• 1. 75.71.68.610- 710 - 810.91.01.01.01.01.05, 5.710.610.610.55.41 -31 2 ft. candles per our design guidelines. 1.41. b. 5- 55.55 - 55.55.55 - 510.510.55 -s1- U. 10. 510 -51- 51.55.65 -75- 81.91.1 z1 3s b- 910.810,,10.65.510 -4' 1.3 .25.35.35.35.35.35 -310- 35.31.35 3 ' 1.35.31 .45.41.55.65 - 75.91.11.31.51 -51 1-1 1-11-0 ti. 81.7 b. 5. 1.1.1.1. _.. . 5.25 -25- 25.35.41.55.75.91 - 1- 51.51.31.1b.81.6 3. Make a note that site lighting will be resubmitted at building permit time _ to verify that design guidelines for pedestrian access 5.15. . 210 .z8.3b.s10.,1.01.31.s1z.1'z.3z i.9i.91.61.31.ob.7 9 .1.1. 5.11.15- 5.210.310.410.71.01.4 .9 .4 .8 711.612.312.01.51,15.8 b- 15.11.1 21- 31.41.71.01.582.012 -79.29 29- 182.982.51..81,31.9 1.11 -15.15 5.35- 55- 71- 01 -41.e 12.49 9 s9 -49 -z 12.712,. 11.51.1 ' ,a 10.15.110-15- 15.25.35.51.81.11.91.781.282.89 2 .39- 112 -6 ?, 11.61.2 at 21- 21.41.61.91. 21.712- 281.89,4 69.49 - 212.611. 01,41.0 ' 5.0'1 01.15.15:25- 35.41.65.91.31 29.182.812.31.71 -31.9 5.05 31.51.71.01,91.882.312.712.9 71 z.51z.3'z.0i.51.11.ie ' 8.0105.110.110.15.21.41.71.01.41. 382.182.01.71.4 i.o 5.8 _. ' 1;•010 0 .21- 41.61.01.31.712.082.312.3 .01.71.71.91.21 -910. -7 .. 1.1.1.1. '.. b,6 5 010- 11.110.11.25 - 31.61.0 i.3 i.7 .0 .2 .1 .81.61,91.31.110 -95;7 ff 010 -1 -1 ,I .210.410.61.01.41.71 z. 01 z. 11 z.0 .71.51-41.2 i.o 10.910.7 .01. 110 -11- 11.210.41 -61 -01.9 i.882.082.212.1 .71.51.41.31.110.910,7 RETAILt -0 .010.15.15- 1.210.410.61. 01.41. 811.112,482.2 .95.71.61. 41.11.910,7 wl ' • V b -d' .01.18!f b -21- 45.71.01.51.911.311.511.5 .282.01.91.61 BLDG .4i.D1., ` �.y. .310 -45- 71.01.55, �_s' .,11.s1z.3i.9i.9i.01 -e .a 10.0 .310.95 - 61.01.482.082.69.19.3 .39.012.711.11 61.1 10;.8 ' 1000 .01.110-�1 10.2 5.4 1.6 5.91 -31I 311.1. .5 9,9 9.1 82 -5 1 -B 1.2 5.8 w •1010 -010.1 t :1Wb- 21.41.610.81.1 .51.812 -4 83.282.982.48D- '�-- �- -�- 01. s i1. o 0 .05.05.11.15.25 -35- 51.81.11 6 2.1 2.7 .3 - 99 -39- 01.51..91.31.9 10.0 Ob -01- 11.15.25- 31.51.71.11.782.382.99.3 .29- 111.812.21- .61.11.8 ' •' 4.0 1 010.01 - 110.110- 21.310.45.71.11. 51.182.682.7 .782.512.32.81: -31 -0 `0 1 5.210.4 5.71.0 1.4 1.912.212. . 01.9 1.8 1.51.-2 10.8 ' •i.o .05.05 ,15.15.15.25.45.65.91 -31- 61.01. i.5 .4 i.4i.2 1.05.7 't .d .0 1.110 - 210.31.68.15 ,1 1.21.11.15.910,.7 •10:0 .05.01 .05.11.11 - 210 - 45.51- 81.01.11.21. 10.98.810.810.75.6 b,o ,P .o .o 1.110.21.41.51 -7 - t.7 1.6 10.8 _ _ _ s '101.05- 010: 010: 110. 11.21.41.58.610.710.710.710.71.6b.5 MOW VNWN0M00N� 4"M amommu- MW YELM AVENUE (STATE ROUTE 507) _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U11LITY LOCATIONS PRIOR TO CONSTRUC110N BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. )CANNED 01 ol 10 JAI � 0 � r- � 2010 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: CD CD IWD �oo Uj 0 � N U CL Z � W � W W Y U }U- m U I- N U U d m a w w w W 0:: W 1 N I r) �pWAR0 .'C,. OF WAS&,ItP c Q aP O O 2 Z � W Ok(I ReGISTE��O SSIDNAL t�G ONE NCH AT FlriL SCALE E NOT, SOME ACCORDMIQY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD (NECKED BY: JIM GIBSON CHECKED BY: JIM GIBSON CHECKED/ APPROVED BY: AMY HEAD STAMPED BY: JIM GIBSON HORIZONTAL SCALE: V= 30' -0" N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING RLE No: IL-01 SHEET No: 17 K 18 �W Z J WJ0 a Xa; Z �Vz O WW C) Q W Z I�/ p� J �VW J W W V �pWAR0 .'C,. OF WAS&,ItP c Q aP O O 2 Z � W Ok(I ReGISTE��O SSIDNAL t�G ONE NCH AT FlriL SCALE E NOT, SOME ACCORDMIQY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD (NECKED BY: JIM GIBSON CHECKED BY: JIM GIBSON CHECKED/ APPROVED BY: AMY HEAD STAMPED BY: JIM GIBSON HORIZONTAL SCALE: V= 30' -0" N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING RLE No: IL-01 SHEET No: 17 K 18