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20070404 Plans 0106201011 J 5 Z a i W a 0 W 0 J W oc a U W 0 U 9: a 0 0 0 C N �Z Al �Cn I E U n U Lo 6 _N o� fe N uj 0 0 Of i .� z A 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 CONFLICT 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 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 RELIED 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 (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, SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES. 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS /HAUL ROUTES DUE TO THE 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. 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OWNER. 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL 'PRE CONSTRUCTION" STATE OR BETTER. 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE MAINTAINED AT ALL TIMES. 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 E SEC 29, T 17 N, R 2 El WM F CREEK STREET MIXED USE - COMMERCIAL CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUC TION. 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 SHAH 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 VER BCAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIECATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH QRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. CONCLUSIONS OF LAW: CONSTRUCTION PLANS YELM, WA A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. B. THE APPLICANT HAS ESTABLISHED 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 PUBLISHED. 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 SHALT, BE REQUIRED ON CREEK ROAD NE AND SHALL BE CONSISTENT WITH THE CITY OF YELM'S DEVELOPMENT GUIDELINES. 5. THE SHORELINE JLJRISDIC11ON 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 SHORELINE 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 11ME 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 "IHE 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. VIA anummon 100' 0 100' 200' SCALE: 1 " =100' N Scale FEET t' 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 50.32 PER SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM. 16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE 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 VALID 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 VALID 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 -1509 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: PRIZM SURVEYING, INC.: PO BOX 110700 TACOMA, WASHINGTON 98411 PH: (253) 404 -0983 �.1�rrtrz V -L 1 IT11 ITIC0. XWtK /1NA ItK: 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 H S.E. 103RD AVE. PROJECT SITE STATE HWY 507 PALOUSE AVE. E. 109TH LN. S.E. N 11 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 f � 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 G SD -02 STORMWATER, GRADING AND PAVING NOTES & DETAILS 10 1. 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 A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. B. THE APPLICANT HAS ESTABLISHED 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 PUBLISHED. 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 SHALT, BE REQUIRED ON CREEK ROAD NE AND SHALL BE CONSISTENT WITH THE CITY OF YELM'S DEVELOPMENT GUIDELINES. 5. THE SHORELINE JLJRISDIC11ON 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 SHORELINE 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 11ME 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 "IHE 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. VIA anummon 100' 0 100' 200' SCALE: 1 " =100' N Scale FEET t' 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 50.32 PER SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM. 16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE 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 VALID 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 VALID 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 -1509 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: PRIZM SURVEYING, INC.: PO BOX 110700 TACOMA, WASHINGTON 98411 PH: (253) 404 -0983 �.1�rrtrz V -L 1 IT11 ITIC0. XWtK /1NA ItK: 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 H S.E. 103RD AVE. PROJECT SITE STATE HWY 507 PALOUSE AVE. E. 109TH LN. S.E. N 11 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 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. 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. JAN 0 5 20101 BY--- «- „ APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: w�L�Lu CZ o 7-0 � N ~ O U Z f2 W M CL w Y C) � o w j>-- U U w ° w o.- oo Q_ > > > w (if cr_ w w U: I N I M OH {` t AR ELL4 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 3524509 W W W.SHEACARRJ EW ELL.COM W W ca W 0 V W i� XJO X <P WW U) U) 0M �V>_ W V ED\N A R '%,'k, OF WAS C tr Q �P O p z z P � [4 RFGISTER�� SStON A L Z' 1 ONE INCH AT FULL SCALE. F NOT, SCkE ACOMMMY 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" = 100' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 1DRAWING FILE No: 1290-01-CV-01 CV -01 No: 1 1 A 30' 0 30' 60' SCALE: 1 " =30' Scale FEET N N: 590759.94 E: 1118760.41 —� N 88'23'51" W I I -y FND 5/8' REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 I 9/18/07 I r (CONCRETE SIDEH �(TYP) iSEE SHT SD -03 DETAIL i I I r I I I 106TH AVENUE S.E. 1 Iwa in 10.7 RETAIL LO BLDG r. r 109500 SF 60' N 110, REFUSE AREA FOR RETAIL BLDG. SEE SEPARATE ARCH PLANS FOR DETAILS CONCRETE SIDEWALK. TYP SEE SHT SD -03 FOR DETAIL 1111M . ' 9 3 a 0 5 ti CEMENT CONCRETE DRIVEWAY APPROACH SEE SHEET SD -03 FOR DETAIL RETAIL BLDG .N. 7 QAA CC 5 Zu C D I E I IF - -- - I G SEC 29, T 17 N, R 2 Ey WM .. i IIN 40.2' ! a RFFUSF ARFA FOR 41560 SF R R 4 N: 590742.88 E:1119370.02 now. r�/ //. n EXISTING ff STORMWATER 8' �SIDEWAK ' ° INFILTRATION • ° POND / i N V EX. REFUSE 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. CENTERLINE PER W.S.D.O.T. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. cn W U ¢ d N 0 O uj uj a 00 H W W W } m rn o 4 O W N LEGEND: z° lin W z � Z ASPHALT Y U CONCRETE U 0 U U U � w ZO d m n- N �::; > > SITE DATA: OWNER: RICK CHRISTENSEN Q N M 11915 CLEAR LAKE RD S EATONVILLE, WA 98328 360 - 458 -3602 H SITE ADDRESS: 10602 106TH AVE SE H YELM, WA 98597 OAR i? �ELI PARCEL NUMBER(S): 64303400501 - 64303400502 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 ZONING C -2 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJ EW ELL.COM UTILITY SERVICES: WATER SERVICE CITY OF YELM SEWER SERVICE CITY OF YELM STORMWATER PRIVATE ON -SITE ELECTRICAL POWER PSE NATURAL GAS PSE TELEPHONE FAIRPOINT COMMUNICATIONS TOTAL SITE AREA: 6.12 ACRES NEW DEVELOPMENT AREA 2.52 ACRES EXISTING DEVELOPMENT 1.17 ACRES W EXISTING RIGHT OF WAY 0.63 ACRES UI61H AVE SE TO BE DEDICATED TO CITY) TICAL AREAS 1.80 ACRES Q Q PARKING REQUIREMENTS: Z Z W J 1 STALL PER 250 SF FOR RETAIL 1 STALL PER 400 SF FOR FURNITURE NO STALLS REQ FOR STORAGE AREA = a 0 INSIDE FURNITURE STORE TOTAL PARKING STALLS REQ. 172 C� 'W W TOTAL PARKING STALLS PROVIDED 176 Q Z z 0 10,500 SF COMMERCIAL BLDG J > �"� PARKING STALLS PROVIDED 27 W Q ( f) O PARKING STALLS REQUIRED 42 a t V 7,800 SF COMMERCIAL BLDG U) LLI PARKING STALLS PROVIDED 33 W PARKING STALLS REQUIRED 31 V 21,600 SF FURNITURE STORE PARKING STALLS PROVIDED 68 PARKING STALLS REQUIRED 54 11,140 SF EXISTING RETAIL BLDG F PARKING STALLS PROVIDED 48 W o PARKING STALLS REQUIRED 45 y as 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: <'DWARD c� � OF w H Q y . y C 0 141 42010 p FGISTER� ��' SIGNAL ONE INCH AT FULL SCALE. IF NOT, TAE ACCOFMOGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DKAWN BT: 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: N/A DATE: APRIL 2009 JOB No- 1290-01 DRAWING FILE No: 1290 -01- SP -01.dw DRAWING No: SP -01 SHEET No: 2 OF 18 a I B I C I D I E I F 30' 0. 30' 60' SCALE: 1*=30' Scale FEET i ON BARBED WIRE FENCE x x — Zo x — X N 88*23'51" W FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 STORM CATCH BASIN RIM = 350.00 1 I.E. = 347.99, 10"CONC. (N)i I.E. = 348.13, 8"CONC. (S) I t-r 'L STORM CATCH BASIN--,,, RIM = 350.06 I.E. = 348.04, 8"CONC. (N) I.E. = 348.11, 10"I.P. (W) - I — — — STORM CATCH BASIN RIM = 353.06 I.E. = 350.71, 12"ADS (N) I.E. = 350.81, 12"ADS (W) 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. 4C.2` SEC29,T17N,R2E,WM 64303400400 STONE FIELD FENCE 5 TO 11 FEET YELM CREEK APARTMENTS WDE W/ OLD BARB WIRE FENCE LLC (1112.25' PLAT) K x x BARBED MIRE FENCE O 3' CALC. 1112,01A x x x x x x 12.2' x x 88-23'51" VY -- 609.85' CAL C x X — -- ---u — "—STONE FVrLD FENCE 5 TO 11 (610.13, PER R.O.S. 3b--)610) FEET WIDE W1 OLD BARB ORE FE�CE A.P.N. 64303400501 I ly -STORM CATCH BASIN RIM = 348.97 I.E. = 347.07, 12"PLAS. (SE) I.E. = 346.96, 12"PLAS. (SW) I.E. = 346.98, 12"I.P. (NW) STORM CULVERT �� /l 1:0/ I.E. 346.70, 12"ADS co C 7 oc� Cj 7 I.E. 346,71,' s----- S w ----- w--- wV sa STORM CULVERT 3,&0 1,E. =- 346.72, 12"ADS w w ----- w ----- w- w- j ow ----- W-- --- w STORM CULVERT STORM CATCH BASIN I.E. = 347.22?, RIM = 348.84 12 ADS F-1 — LE, = 346.88, 12"I.P. (NW) I.E. 346.79, 12"I'l - AS. (SE) STOW �"i TCH BASIN ul PRA = rj � C: ui I.E. (NW) I.E. U) M Z 0 in 346.6 'PLAS. (S) LU j X co f--STORM CATCH BASIN z 0 W RIM = 349.14 0 ui I.E. = 347.21, 12"PLAS. (N) I.E. 347.27, 12"PLAS, (S) z 0 x W W W C, 0 Fri, Oco CENTERLINE PER W.S.D.O. F. MONUMENTATION MAP jCT. SR 510 1 -0 BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S, THE 100 YEAR FLOOD P I IS SHOWN BASED ON THI�/ A MAP )D I / / 'H' A ELEVATION OF 342. /THE CONSTRUCTION /I PLAN DATUM IS NMD 8 AND IS V THEREFORE 3.4?//GREA R THAN FEMA I MAP. THEREFORE TH FLOOD PLAIN ELEVATION SHOWN IS 45.42. S 88*18'36" E 216.58' --346 -7 --lomm?a OI-j 348 4 OH L N 01'41'24"E--' I -- — — 9.40' E.P. -7 Ui Lu f� ,Q- C) co CD iD CL Q D e� E co C) CD CD CD -N z 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 i 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S-82—E/ 7-) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: LLj LAJ C-'>> 1 LLj 1 L-51 C, H AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352-1465 F: 360-352-1509 WWW.SHEACARRJEWELL.COM ui cr_ U) M Z 0 in LU j X LLj z 0 W U 0 ui 0 z 0 x W W W C, 0 C-) C5 IV-) LWAJ CL M LJ LAJ U) CD V) C5 CD U) 0- U1 M __j La_ AJ LLj LLJ LLJ Lu Of w cr_ w H AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352-1465 F: 360-352-1509 WWW.SHEACARRJEWELL.COM 0�*�VNN A R 0 AWA 01 O 1p 42010 "L t�D 12 SIGNAL ISTE 'IE? �\ tp ON q ONE M AT UL SCALE F NOT, SCALE 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: I"= 30'-0" VERTICAL SCALE- NIA DATE: APRIL 2009 JOB No. 1290-01 DRAWING FILE No: 1290-01-EX-01.dwq DRAVANG No: EX-01 SHEET No: 3 � 18 ui U) U) M Z 0 in LU j X z 0 W U ui 0 z 0 x W W W w 0 0�*�VNN A R 0 AWA 01 O 1p 42010 "L t�D 12 SIGNAL ISTE 'IE? �\ tp ON q ONE M AT UL SCALE F NOT, SCALE 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: I"= 30'-0" VERTICAL SCALE- NIA DATE: APRIL 2009 JOB No. 1290-01 DRAWING FILE No: 1290-01-EX-01.dwq DRAVANG No: EX-01 SHEET No: 3 � 18 A 30' 0 30' 60' SCALE: 1' -30' Scale FEET N C SEC 29, T 17 N) R 2 Ev WM j 64303400400 - - - -- �r ' H t7 r N T: 1 -' _.: YES 7 K APARTMENTS v �E f.i�, BARB R — LG P\1 88`2. 3'1 p r. r ___.. - a._. _ { t 1 0.1 , SOUTH OF UNE i ,? S + +I'IF T L.S# 27195 ! /0` i 0 omm Q C 2! I �o r°7 ° Y F gin.,. C110. - - - -- _. _ .......... 77 r Mw 40� -- - - ,. YELM AVENUE STATE OUTE�, 507 - - , -, , x�I - -- __. J 0. WWI ...._.. -..... . It gin.,. C110. - - - -- _. _ .......... 77 r Mw 40� -- - - ,. YELM AVENUE STATE OUTE�, 507 - - , -, , x�I - -- __. J 0. WWI ...._.. -..... . O �2 LLJ (j ' - N W w -- 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 1 1 C^f Ll11. STABILIZED CONSTRUCTION ENTRANCE .•�l. INLET SEDIMENT PROTECTION SEDIMENT ­0­0– — 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 # 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: ,���� �I °I 0 CD H AR ELI 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 - 3524465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM W M U) n W uj x�I Q �Qi J 0. WWI O �2 LLJ (j ' N W w V U O z f�2 w �2 w W Y O U O m � W U N U Y M Of N a- m a- w H AR ELI 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 - 3524465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM ONE MICR AT FULL SCALE. 1: NOT, SCALE ACOMMGLY 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 SIAMPLO BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- EC- 01.dwg DRAWING No: EC -01 SHEET No: 4 OF 18 W U) n uj x�I Q �Qi J 0. WWI CO) �2 LLJ (j ' W W w V ONE MICR AT FULL SCALE. 1: NOT, SCALE ACOMMGLY 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 SIAMPLO BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- EC- 01.dwg DRAWING No: EC -01 SHEET No: 4 OF 18 A EROSION CONTROL NOTES: I:j 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 EN11RE 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/IJNEAR 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 EXCAVATION. r n I SEC 29, T 17 N, R 2 E7 WM EROSION CONTROL NOTES- cont'd: 3. LOG CHECK DAMS SHALL 4E 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 FOP. SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION 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 MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES 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 PRIM TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENT$, SHOULDERS, UTILITY 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 SITE STABILJZA11ON 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. / GEOTEXTILE R� DATE: 02/2007 F INSTALL DRIVEWAY CULVERT IF THERE 9 IS A ROADSIDE DITCH PRESENT // FILTER FABRIC UNDER QUARRY SPALLS PER SPECIFICATIONS THIS SHEET 4 " -8" QUARRY SPALLS z hl 4, 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: STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON/2001 STABILIZED CONSTRUCTION ENTRANCE GRATE BMP C105 FRAME -- OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED WATER GRATE GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS ? REFERENCE: STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTOW2001 CROSS SECTION I NOT TO SCALE ISOMETRIC VIEW NOT TO SCALE BMP C220 DATE: I STORM DRAIN INLET PROTECTION w/ CB FILTERS 02/2007 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 Ga WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED II CV It I I ME I i> O BURY BOTTOM OF FILTER MATERIAL IN 4 "X4" MIN TRENCH 6' -0" MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 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, WASHINGTON/2001 DATE: SILT FENCE 02/2007 SURFACE AREA DETERMINED AT TOP OF WEIR --, BMP C233 4' MIN. 1' MIN. OVERFLOW 3/4 " -1.5" 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: SEDIMENT TRAP 0112008 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: � ���� W 0 N U Z W IZ Q- w U o .¢ o u U U U Of m M M M it i N 1 r7 10H AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360352 -1509 W WW.SHEACARRJEWELL.COM ca w J U) Q w w J C XQP Z�_ W W U) w X23 O tI) O V > Z U) w w H V PpF�VNN �,.'C aF wq S,& %P Q . a O _ z G42010 jONAL ' 0 ONE INCH AT FULL SCALE E NOT, SCALE ACC MINGLY 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: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- EC- 02.dwq DRAWING No: EC -02 SHEET No: 5 18 „� A I B 30' 0 30' 60' SCALE: 1 " =30' Scale FEET N X x BARBED WIRE FENCE N 8823'51" W X C WIDE W/ OLD BARB WIRE FENCE \ k 348.80 iSA 1112,25' PLAT) - 'ia nn - 1112.0 \ 8 1, \ I 352.00 1.78 Q r I a/� \ FND 5/8 REBAR W/ CAP I I I I I 352.00 -1 4 351'78 352 ( h `- 346 \ CE FURNITURE 0.1' SOUTH OF LINE 352.0W1.90 R.SWIFT LS# 27195 I I I 3200 351.90 351.7 351.90 STORE 9/18/07 \ 351.78 \ I 351.48 I I I 351.40 351.2 - �� - 351. 351.29 351.83 351.40 ~ �. FFE - 352.00 351.40 _a ; ` • ., ~ \ 351.90 351.90 e 351.40 351.28 J RETAIL 351. ' a .. _ co �,. ... - .a. ° ; 1 !i 1 v v J / 1.60 - w.• �0- I 1.2 •1.24 , : I i - I I BLDG 351.90 ' 351.78 I 1.24 51.4 `1 - ' - Tj 35 .74 I 1 iI 35.7 I I I 3 .74 t EXISTING 6 351.28 351.24 351. 4 I I I 35.24 FFE = 352.00 351.00 .2� I I . I PONDRA110N � ,�� POND - JD - L" SD -- 0.90% I 351.54 351.00 �� 351.74 & -- ;gym, 0 90% -� SD - l,w. SD r / I 351.65 ° / /� ��� 351 0 50X % .� % j �- -- j .30 l / Lu 351. ry 351.78 ;: 351.28 351.30 351.30 351.65 351.4 3 24 I 31 efl it / YELM 351.4 ' , I ( -- -- - -- - RIDGE LINE / CREEK I 35 .24 52 0th 351. T- % I FLOOD 1 -- I 1 I 51.54 351.54 t' I PLAIN � � / ` X51_80 '• I 'x f I � � �i � 1� � ,,� � i � / I� \ d TI TTY • / �� I 351.80 I I d 1 t co .- � i r 1 / q,� i l� I I I T 351.78 y� 351.40 \y 1 : ! 351.55 / �+ 351.45 351.50 I N © 6 PVC 351.28 / 1 1.40 351.40 1.24 4 .� 51.30 /r 3 I WATER STUB /_- 351.00 _ 1-00% _ 0� __� 1 f % o _ 0 f. 351.20 351.80 ,� -a. SD .� SD - _ - / / I 2 1„ DOMESTIC 3 p1� 351.65. 351.55 LO VO SEWER 351.45 I f� -,� TI " - - -_ _ 35 351.00 - J CONIC. WALK - - ---BOX T - Asa , UTILI I WATER STUB UB I --t - h • ' ° ,jt Q -`_`- 5 .4 .STUB _ �`- -___ __ _- .�______�--- - -j--- _ ___ `� `-- r� - - ! I .45 R 352 00 �� 106TH AVENUE S.E.; - S --- - - S - -- - -- -S --- s--- - -s - -- s - -2" SS FM o /r " s ID _ _ w, \ - - -- - -- - - - -- - 52. - _ - - -- - - S S - - c- 00 rr i - S - :. , � � 52.00 - - - - A, VsDQ--- W----- W----- W - - - -- - -- SD ;- �-- -- - - -- ~ -- - - l\ W- W t{V - - -- Vy_ -- _ �___ 8 ATERL(NE -- i w w v - -- v> / - - - - - - - - -- - - - -- -- W----- W--- - -W - -- • �V "v �0 1.50 351.50 i TRASH CONIC. WALK •. .. .� ENCLO ' p° . •-� 35 ) i 352 -� 1° DOMESTIC • '. -�� -- - - 3 65 .0% EWE MATCH EX \ S WATER STUB 350.20 SON [� \ / 9.70 B X U 349.90E �� \ 349. - 6" `'NATERLIf F .� tv- - -- n -- W- ~ uv - -- cn 49.70 I / 1 � 352.0 35.80 ' S N I ,, MATCH.EX C I 349.48 ) 1 v> � r r � \ - 350.45 348.98 \ 351.50 351.30 � 351 may& \ 1-51 - -► -'? I �n _ j I �/i / , /� 1.30 S 348.6 1 ) 351.34 i 351.24 351.2 �y> 351.74 / I Q 5 \ \ . \ \ 351.24 349.98 / I v \ �J me r SEC 29, T 17 N, R 2 El WM F G H GRADING LEGEND: PROPOSED CONTOUR - x_x - - - EXISTING CONTOUR - - - - - - - RIDGE LINE X% % GRADE 350 0 i - TOP CURB 349.5 - BOTTOM CURB FLOW ARROW SPOT ELEVATION GENERAL GRADING NOTES: 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO ANY CLEARING OR GRADING. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS SHALL BE PERMITTED. THE GRADING /CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR /TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 2. THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. 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. Sp. \ NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF GROUND UNLESS OTHERWISE NOTED. C-41 \ 351.90 i �, ' \ 351.74\ / z 4 I !� / \ - 351.24 RETAIL 351.4o 351.24 ! ( 1 �/ Q.P Q� E. LINE OF THE W. . ^ I I I 1 / / �. co 387.20' LOT 5 BLD 350.48 ❑ ! , s v ."' FFE - 352 A0 350.84 349.98 i % / 4�' - . C , C 1.40 \ \ 354 y `� / j / h (f - - / TEL HONE & TELEGRAPH ' � \ 351.24 \ / ` ,� 351.90 J i� E� 'EMEN f PER A.F.N. 583742 I 351.24 - - - - :.1 ' AIN EA T PER A. 0. 43 3- __j CONIC. WALK J MATCH S 88 °23'49" E- MATCH / wv w,l�° H � --- 17L- -- /� I 395.94.' - \ CONK 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 U1ILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. -/� -- tiYC S 88 °18 36 - -- - / / 216.582 / 346 ' 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 88 348 OH - THURSTON COUNTY PUBLISHED BENCHMARK 784A - -__ _ _ -" . - OH N ''2``1 - -� ,%r -- -- -- ~ - - -- _ - -- '' - - 35 _ - FIVE CORNERS. YELM AVE. BALD HILL ROAD &CREEK STREET. POINT j �- _ E ? 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. CENTERLINE PER W:SMONUMENTATION CENTERLINE MAP JCT. SR 510 TO ;` - -- ------- - -____ BALD HILLS RD. VICINII DATED n /nn /nn nv nn i v n au nrn, A n i r^ / APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: w���uj lot,I of �I0©E H5 a c� AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360-352 -1465 F: 360 - 352 -1509 WWW.SHEACARRJEWELL.COM LLJ o_ W � Z • 0 xQr' a �C?� WWI 0 Wes: cV O } �Ui '- W U C3 Z V FN- a. Z � N � Y o C_.) o m W � C31 w o a m o as W W W W �I0©E H5 a c� AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360-352 -1465 F: 360 - 352 -1509 WWW.SHEACARRJEWELL.COM EDWARD C7 of WASH! Cry 4T y . O z o rr 42010 O S G I S T I0NAL � ONE M AT FULL SCALE F NOT, SCALE MXM MIGLY 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: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- CV -01.dw DRAWING No: CG -01 S LET No: 6 18 LLJ � Z • a xQr' a �C?� WWI 0 Wes: O �Ui W w V EDWARD C7 of WASH! Cry 4T y . O z o rr 42010 O S G I S T I0NAL � ONE M AT FULL SCALE F NOT, SCALE MXM MIGLY 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: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- CV -01.dw DRAWING No: CG -01 S LET No: 6 18 - x A I 30' 0 30' 60' SCALE: 1 " =30' Scale FEET N BARBED WIRE FENCE X x 35___ o y x x N 88'23'51" W --- - - - - -- - --- -� 350 I I � l � I FND 5/8" REBAR W/ CAP I I 0.1' SOUTH OF LINE i I R.SWIFT LS# 27195 ( I 9/18/07 1 I I � I i a RETAIL r BLDG C SIDE SEWER CLEANOUT I (TYP) I i P. i C E E SEC 29, T 17 N, R 2 E7 WM F G + STONE FIELD FENCE 5 70 11 FEET - WIDE W/ OLD BARB WIRE FENCE j _� I 40.2' I L\ _� I � (1 2.25 PLAT) i _ ED WIRE F 1112.03' CALC. _ -_ x _ x W -- �-- �� x - x - - -- FENCE _ - y _ x NNI x 12.2' x — x — o. 4. � _ I MW 411111111111111­ 4NI Glow STONE FIELD FENCE 5 TO 11 (610.13' PE_) "',O.S. 3595810) FEET WIDE WJ OLD BARB WIRE _ FE- CE -WATER LINE FURNITURE (TYP) STORE'-- --- --,`' 4 C J � STEP SEWER TANK + ° U 0' /w.• v a O . ! I� III I i, CATCH BASIN TYPE 1 so SD (TYP) ¢f C U2 TILITY .� i TUB I I 6" PVC WATER STUB SD 1" _&TER DOMESTIC s SEWER ----- _ _ — STUB ° CARSON I — -BOX 1" DOMESTIC , °8 UT I CONC. WALK — — — WATER STUB UB 4. �.. —__ - - S WER 106TH AVENUE S E - s - - - - - S - -- - - - - -s - - -s- - 2" SS F I oX - -- 5---- 5 - - - - -5 - -- S - - -- - S 5 - --n SD D�- ----- Vt{jQ--- W-- - - - - W ----- W - - - -- w- � 8" �UATERL SD W� -- -W - - -- -W - -- VV----- W - - - -- 4V - -- `'�' WV TRASH ENCLO ,'k CONC. WALK < �:. �p"�. � � � �` -� 11" DOMESTIC ._ �'".� SEWER - --� � • Ste\ . `� i �— —'� ',,Q,. y '� -� --- — WATER STUB CPSON `/y B X 6„ WATERLI ' r - -- w- - - - -w- - - -W -- - -W - -- W - - - -- - -w ILL a. AQUA SWIRL • I \ } ' (TYP) «, w , STEP SEWER TANK 4 5 / l I i ❑ y I �n f cn' I GREASE INTERCEPTOR (TYP) (TYP) RETAIL I I E. LINE of THE W. INFILTRATION I I i 387.20' LOT 5 ' BLDG � TRENCH � • � j + 1 i : 1 ' WA,TERMAIN EASEMENT PER A.F.N. 30543 I3 i { TRATION ERY CO 0 CID T LO rn Ln J a� C li Q Ix f1 .------ - - - - -- -- - - -- i CONC. WALK S 88'23'49" E WV _ N - --- _ —off H - -�_ —•�, �~`� 395.94' _5' -- -� s ---- - - - -- - CONIC. CURB ❑ - - Of'� �: ���r�' __._� TION PER LEGAL L .S R1PTION - _ YELM AVENUE (STATE ROUTE 507) — N ;,1'24 "E —' CENTERLINE PER W.S.D.O.T. MONUMENTATION MAP JCT, SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. 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. i i i S 88 °18'36" E 216.58' i 01' - ' OH OH - ----7 --- - CD I CD I CD LEGEND: o N - - - - - SD - - - - - S - EX STORM DRAIN C5 Sp PROPOSED STORM DRAIN W ° W cn � FLOW ARROW o a C> ❑ EX CATCH BASIN U c� Q CATCH BASIN TYPE 1 Q_ uj m M N > > J CATCH BASIN TYPE 2 AQUA SWIRL C, �, Oco SD CLEANOUT INFILTRATION GALLERY H go Y4 r RIP -RAP ENERGY DISPERSAL PAD OAR L! c 2102 CARRIAGE DRIVE, ELI ----- w- - - - -W- EX WATER LINE BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360-352-1465 @N EX WATER VALVE /SYMBOL F: 360-352-1509 W WW.SHEACARRJ EWELL.COM W WATER LINE v BACKFLOW PREVENTER -6- FIRE HYDRANT C( FDC ♦ POST INDICATOR VALVE H GATE VALVE W BEND WITH THRUSTBLOCKING (/) END CAP 113 W J a TAPPING SLEEVE a x Q D CC- V SPRINKLER DOUBLE CHECK VALVE (� - - - - - - - - S — EXISTING SEWER FM W W S � W C SEWER SERVICE LINE J G • SIDE SEWER CLEANOUT r (o W 0 0 STEP SEWER TANK W F-1 o � GREASE INTERCEPTOR V �pW A RD G BASIS OF BEARING ����� , X-1 N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 0 4 A\ 42010 AND GPS2. GI S T ERA° t WASHINGTON STATE PLANE COORDINATE SYSTEM SIGNAL I� SOUTH ZONE (NAD 83/91) 0 0 VERTICAL DATUM `- RIGHT -OF -WAY CONVEYED TO W.S.D 8504150149 i� 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: ONE INCH AT FUL SCALE F NOT, SCALE ACMI M MY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: 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 A I B I C I D I E 30' 0 30' SCALE: 1"=3V Scole x x BARBED WIRE FENCE N 88'23'51" W I II FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 I I I I I I I I m 60' iia -( FEET i X x x - - -� vLO LO f o EX STORM DRAIN SD PROPOSED STORM DRAIN ix FLOW ARROW Q EX CATCH BASIN Q CATCH BASIN TYPE i 0C CATCH BASIN TYPE 2 I � QCO SD CLEANOUT • OBSERVATION WELL ~O I �t�l I N JK #1 , P RETAIL BLDG INSTALL ROOF DRAIN CLEAN OUT 3' OUTSIDE BUILDING. LOCATION TO BE VERIFIED WITH BUILDING PLANS: 6" PVC WATER STU e� SEC 29, T 17 N7 R 2 E7 WM F TIDE 40 W/ OLD BARB WIRE FENCE .2' (1112.25' PLAT) 1112.03' CALC. x____--'BARBED WIRE FENCE - x __. - '� ��"� "� ��� � �. �, `--- -- X ___ _ __ __ X 12.2. X Y. ..._______ -_ x _ _ (610.13' P ' Yf'.C.S. 3595310) S -PONE FIELD FENCE 5 TO 11 ® FEET WIDE W/ OLD BARB WIRE JK #3 FURNITURE X #2 FENCE _ STORE INSTALL ROOF DRAIN CLEAN INSTALL ROOF DRAIN CLEAN OUT 3' OUTSIDE BUILDING. OUT 3' OUTSIDE BUILDING. LOCATION TO BE VERIFIED LOCATION TO BE VERIFIED ° WITH BUILDING PLANS. WITH BUILDING PLANS. STORM DRAINAGE CATCHBASINS: _ • ° 9 w. . v °v ° CB 11 TYPE 1 CB 19 AQUA SWIRL AS -3 �• • ° " RIM - 351.00 RIM = 352.2 I I I I I I IE= 349.20 (12 "E) IE= 348.06 » IE= 349.20 (8 "W) N= 590699.73 E= 1119048.45 LF 8 � f I I i _ _ SEE SHT SD -02 FOR DETAIL I I I N= 590651.65 E= 1118871.42 112 LF 12" DI 0 0.50% g INSTALL CB 1 -- SD ,6. LF 12" ADS ® 0.50% 60 LF 12" ADS 0 0.50% OBSERVATION WELL CB 12 TYPE 1 CB 110 AQUA SWIRL AS -3 42 L CB �2 F 12" ADS CB PER DETAIL RIM = 351.00 RIM= 351.30+/- � w.. �3 00.50% CB #4 SEE SHT SD -03 IE= 348.62 (12" E) IE= 346.67 (12` WE) TYPE 2} IE= 348.62 (6 N) N= 590533.81 E= 1118994.154 I E i j N= 590642.53 E= 1118982.87 SEE SHT SD -02 FOR DETAIL I j I I INSTALL 40 X60 X2 I INFILTRATION GALLERY CB #3 TYPE 1 RI X11 TYKE 1 I - . -.._ __ SEE DETAIL ON SHT RIM = 351.54 M = 351.20 CB j �- �R -rt -- SD -02 IE= 348.32 (12" E) IE =346.72 i ! a• CB #5 IE -�48. 0 N= 590641.92 E =1119041.85 N= 590533.24 E= 1118984.17 �l • 22 LF 12" ADS L- I CB 14 TYPE 1 CB f12 ACIUA SWIRL AS -2 :. 22 LF 12" ADS 0 0.50% 12" PIPE OUTLET RIM = 351.00 RIM = 350.00± ®0.50% .�, �> CB #8 - 60 LF X12" - SD ADS - - '� IE= 344.59 (1Y) IE= 348.62 (12" W) IE= 346.33 (12" E, W) cc 60 LF 12" ADS ®0.50% N= 590564.37 » N= 590483,36 E= 1118911.43 1 DOMESTIC CB CB E= 1119195.63 IE= 348.62 (6 N) SEE SHT 5D -02 FOR DETAIL Ln WATER STUB Aso -SEWER _' ®0,50% #6 �7 � -� - CARSON � Q � N= 590640.30 E= 1119101.33 � BOX 1" DOMESTIC I ! I CONC. WALK s ' j _WATER STUB �` �! I ! t I I I '� - i i I I pdi° CB #5 TYPE 1 CB #13 TYPE 1 `� cif -- s WEIR RIM= 351.80 RIM = 349.48 CN 106TH AVENUE S.E.; ---- s --- - - s - -- - - -- -s --- S----- S____ -_S_?' SSSM - --- S - - - -- - - - - -5 ox 10 LF 12" ADS ® 0.5% i PAS N= 590699914 "EN1119040.70 IE= 346.48 (8 "S) CB #1 -- _ i _ _ _ - - -- - --- w----- w----- w - - - -w- w--- -w - - -- W - -- -w - 8" ATERLINE `'V .� SD 176 12" ADS ® 1.0% N=590483,82 E= 1118894.93 - - - - -- - - - -- - - - -- - - - -- - -W -------- w--- - -w - -- -W- wV .• Q , CB TYPE 1 - - • �,so B 1 B 1 CB 14 TYPE 1 ' ° _ RIM= 351.50 �` _ CONC. WALK •. •. ;, �s., �. - -- -- - IE= 348.22 (12" N WE) RIM = 349.70 hVI 1" DOMESTIC -- • d'�� y a -�- - N= 590577.95 E= 1119040.10 IE =347.33 WATER STUB SEWER N= 590508.79 E= 1118825.14 -_ - -� g 6" WAtTERLIf CB X14 :.. �4 �F - -- - - - -- -- r - - - -W ---- W-- '��aw--- - -i - -- -t� -� J CB f7 TYPE 1 CB 15 TYPE 2 -48" ' �8� CIO ,O t ! ; - - - - -- RIM= 351.00 / S ® , " RIM= 352.00 IE= 348.52 (12 W) IE= 344.91 (12" WE) IL CB 3 CB #12 1 I (} I -- - o j N= 590576.33 E= 1119099.58 N= 590543.90 E= 1119169.73 T­- 1 CB #8 TYPE 1 RIM= 351.00 • 15 LF 12" ADS ® 1.0% • wV CONTRACTOR TO FIELD - I IE= 348.52 (12" E) ' 9 » LOCATE EX 12" SD OUTLET N= 590579.56 E= 1118981.13 INSTALL ROOF DRAIN CLEAN 15 LF 12 ADS ®1.0% W OUT 3' OUTSIDE BUILDING. = f AND CONNECT TO C8 X10. LOCATION TO BE VERIFIED 12" PIPE INLET I APPROX LOCATION IS N= 590527.80 E= 1118992.29 WITH BUILDING PLANS. - IE= 346.18 (12 ") ca I GIN ' o� N_5 U, E= 1118911.02 ® , 'X120' INFILTRATION y TRENCH. SEE DETAIL-- I RETAIL - ON SHT SD -02 i BLDG r ! i ' a. • (1RCFRVeT1 # 5 ( G PER DETAIL - SEE SHT - 1 (TYPE 2) � r c- S 88'23'49" E OH H ..�......... -�. ' 395.94' - --- - CONC. CURB ❑ -- - -� �. �� ... - -- �_ YELM AVENUE (STATE ROUTE 507) S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS CENTERLINE PER W.S.D.O.T. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED n Inn Inn nv nil I v n uI;411lA n I n I 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. I , / - -- / 3�Y0 -T-- -- �` ' S 88 °18'36" E ' we 216.58' , J , PER LEGAL r :KlPTlON -__ �_ -pl, off - - -- - OH - . OH N 241` / 4 ---- ---- / ' J / / / ISM] STORMWATER LEGEND: - - - -- SD - - - -- SD - EX STORM DRAIN SD PROPOSED STORM DRAIN ► FLOW ARROW Q EX CATCH BASIN Q CATCH BASIN TYPE i 0C CATCH BASIN TYPE 2 W AQUA SWIRL QCO SD CLEANOUT • OBSERVATION WELL INFILTRATION GALLERY RIP -RAP ENERGY DISPERSAL PAD 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. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE. 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 6. INSTALL CATCH BASINS PER WSDOT STANDARD PLAN B- 10.20 -00 7. PLAN LOCATIONS OF OTHER U1ILITIES ARE DIAGRAMMATIC ONLY. CONTRACTOR TO VERIFY FOR THESE SYSTEMS. VERIFY AND COORDINATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS. s 1 ^Trc+. 1. ROOF DRAIN TIGHT LINE SHALL HAVE A MINIMUM 2% SLOPE. 2. STRUCTURES STATIONED AT CENTER OF STRUCTURE 3. FOOTING DRAINS TO CONNECT TO ROOF DRAIN TIGHT LINE. 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 BALI) HILL RD. ELEVA11ON = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: :I�I� � rn CD \ .- I N I M i-i t OAR' h;��:��._ .te�'f�:l,. d ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360.352 -1465 F: 360- 352 -1509 WWW.SHEACARRJEWELL.COM uj Q � w LLJ � J -al V; W Q W W ' W ~O 0 �t�l I N U) W w V '- o U Z w � � w w Y O U O ILI m FFU)-- C � U Of o cr �' a m a_ w .- I N I M i-i t OAR' h;��:��._ .te�'f�:l,. d ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360.352 -1465 F: 360- 352 -1509 WWW.SHEACARRJEWELL.COM ,DV4ARD WA Sy �fS �P 0 ICU N7� 44/ R�� GISTE 10 N A L 0I ONE INCH AT FULL SCALE F NOT, SCALE 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: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- SD- 01.dwg DRAWING No: SD -01 SHEET No: 8 18 uj Q � J IL LLJ � J -al V; W Q W W ' W ~O 0 �t�l I U) W w V ,DV4ARD WA Sy �fS �P 0 ICU N7� 44/ R�� GISTE 10 N A L 0I ONE INCH AT FULL SCALE F NOT, SCALE 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: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- SD- 01.dwg DRAWING No: SD -01 SHEET No: 8 18 Please See a( specification * See Site Plan A I B I C I D I E I F _ I G Anita-Swirl Plan View m Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. 16" OD Max Manhole Frame and Rim elevations to match finished Cover by Manufacturer. grade. HDPE risers can be field (See Detail) cut by Contractor. 32" OD Grade (Rim) el. Riser Varies Gravel Backfill shall extend ate`` least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser) ` extending laterally to undisturbed soils. (See MH Detail Below) 42" Arched Baffles r _ _Icri .� 'Rnrl- • • • . V6 6 10 tNa, avel Backfill� Place small amount of Un disturbed Soil concrete to support and level manhole frame. DO Manhole Frame &Cover Detail NOT allow manhole frame For Non - Traffic Areas Only to rest upon HDPE riser. NTS Section A -A Aqua -Swirl Concentrator Model AS -3 CFD Standard Detail nding D• D• O D A � D D Sly P D CATCH BASSI FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP ° D MORTAR (TYP.) D A: COR D• ••D Z MORTAR FILLET ; .', N REINFORCING STEEL (TYP.) C_j N D GRAVEL BACKFILL FOR A . D ', ' �— ` • D° A PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER '0' RING GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST 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. 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALT. HAVE A WALL THICKNESS OF Y 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 BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in 2 /ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 1 24" 30" 6" 36' 8' 0.23 0.15 54" 4.5" 8' 42" 8' 0.19 0.19 60" 5' 8' 48" 8' 0.25 0.25 72" 6' 8' 60' 12' 0.35 0.24 84" 8' if it 72' 84' 12" 12" 0.39 0.39 0.29 0.29 96" 8' PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL MET CPSSP 1O SOLID WALL P1C © PROFILE WALL PVC U 48" 1 24" 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 Pdyethyiene Storm Sewer Pipe (Std Spec. 9- 05.20) Std Spec. 9 -05°1 1)) 3 (Std Spec. 9- 05°122)) CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20 -00 Please see accompanied aqua -swin specification notes. * See Site Plan for actual system orientation. 12 3/4" OD MP Octagonal Base 1 Y "- 2" DRAIN R C 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. 4" Manhole Frame & Cover Detail W Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD grade. HDPE risers can be field (See Detail) cut by Contractor. dl amount of A wppt and hole frame. DO r mantlole frame on HDPE riser. '� Gravel Batldill shall extend at ^ 'least 3.5 feet outward tram `I ha Swirl contenhir and for the }. :a h; . .full height of the Swirl J :r Cowm ntrator (induding user) Z extending laterally to undisturlled soils (See MH 1 }, Detail odow) For Non - Traffic Areas Only NTS Section A-A ndiflg Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail I 60' DIMENSIONS I INFILTRATION GALLERY DETAIL A -A NOT TO SCALE 1 Y " -2" WASHED DRAIN ROCK MIRAFl 14M FILTER (OR FINISH GRADE- APPROVED EQUAL) ON TOP SEE PLAN VIEW AND SIDES. MIN. 2' OVERLAP. lli. >>h1'li�:fAill BOTTOM ELEV. 344.00 L120"Wd TRENCH DIMENSIONS 6' INFILTRATION TRENCH DETAIL NOT TO SCALE MIRAFI 14ON 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: w N U O z o' � w � z n z Y O U m U CD w En U U U W ° W 0- m 0- w W W Of Ck: cr_ H OAR M? :,,�s`� ELI 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 - 3524465 F: 360352 -1509 W W W.SHEACARRJ EW ELL.COM �YJ Z W � Q Co ♦A 9J o CD H X J in Zp W .Q �p W Z Q W LU 2 W 0 �0 W DC Z W 0 71. OpP�,DNN c:� of w sy GfkP �I s -v o 42010 �p �kf GIST0' 10NAL X00 ONE INCH AT 11111 SCALE. F NOT, SCALE ACC"GLY 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: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No' 1290 -01 DRAWING FILE No: 1290- 01- SD- 02.dwq DRAWING No: SD -02 SHEET No: 18 9 �• A ROADWAY 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 — 6" tV f io 1/4" RADIUS 8' I (TYP) 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 3' x 8" COMMERCIAL CONCRETE PAD #4 REBAR, O.C. OUTSIDE PAVED AREA 1 1 iii •; ;' i�, 1 1 • 1 1 M' • • COMPRESSION PLUG SEAL WITH SILICONE OR APPROVED EQUAL SEALER 4' MIN -45' ELBOW C SLOPE 0.02'/FT. 4S BROOM FINISH 4' MIN 2' CRUSHED SURFACING TOP COURSE 1/2" 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, GRADE 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 SECTION ECCENTRIC REDUCER IF TIGHTLINE IS LARGER THAN 4' MIN 4" MIN -45' ELBOW IF �r 3I1LIN SIZE VARIES 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. #4 REBAR, O.C. FINISHED GRADE W W O W SEC 29, T 17 N, R 2 El WM FACE OF CURB — MANUFACTURED WHEEL' 4' WIDE, WHITE PAINT LINES (TYP) 6 •1• 1 / 2' CLASS 'B' 2' EXTRUDED CURB (SHOWN FOR ILLUSTRATION) - �-8" BALLAST ASPHALT NTS _TT 4j e Q 4. a° J1 `' 41 1 °. a 9" 2" CLEARANCE (TY >/ �• d a ° d .. `, ° ° 4 d 4 n G °' a 4' Q ° 4 a 4 ° ° _ a a iTOP cr_ W d. N Y N 1- Z W W C C O w CL 4' WIDE, YELLOW o � n- o o ��� Q_ PAINT LINES 0 0 ;r) < N s cc W w o= '- 0 0 N U- O _TT 4j e Q 4. a° J1 `' 41 1 °. a 9" 2" CLEARANCE (TY a d a ° d .. `, ° ° 4 d 4 n G °' a 4' Q ° 4 a 4 ° ° _ a a 2.5" 4" 4 d pop- 8" MIN 10" MAX TWO #3 BARS 3:1 SAND & CEMI GROUT 1" DEPTH TWO #6 BARS PRECAST CEMENT CONCRETE WHEELSTOP 9' 6" NON— SHRINK GROUT J 9' PARKING SPACE LAYOUT NTS 9' PROPOSED DRIVEWAY DETAIL SCALE: 1"=10'—O" LA THREADED END CAP GROUND LINE POROUS PAVING " x Y � 1/4' MINUS ROCK - SCHEDULE 40 PVC OR ABS PIPE H FRAME AND GRATE TO SUIT LANDUSE W CL O O > U N Z O U) O O cr_ W d. N Y N 1- Z W W C C O w CL O O o � n- o o ��� Q_ Kj 0 0 ;r) < N s cc W w o= '- 0 U- O W O O W CL O V O O 1' L 670 1 M OBSERVATION WELL NTS 4n• EXTRUDED CURB NTS Ln e• s NI � IRS/ / Is I'.%- I 3' 6' MIN or- I YP. TYP. / TYPE I F II lu / w I i' AS 1 F' 3' I � Y 1 3 6'� 3' MINT REOG TYP 'TYP. T T TTYP. MINA I MIN., Yp- P TYP F III TYP E I J T Y P I C A L C U R B R A M P S EOTTON OF RAMP MAY VOTE: SEE SIDEWALK SPACING, [-AVE MAX. 1,/1" UP EXPANSICN JOINTS & SCORE AT 45 ". MARK DETAIL FOR ADDITIONAL ` ,45, NOTES. 12:1 FLOW UNE 5' AS SEE \ Of GUTTER M N. REOG. /LIP \�.\ 4" DETAIL 12 LIP DETAIL RAMP SFCTION N OTE3: 1. RAMP TEXTU ,I`JG IS -0 DE DONE WIT] I AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. 10 LEAVE A UTAMONLJ PAIIEHN. IHE LUNG AXIS OF l I `i L�� YLLI�� THE DIAMOVD PATTERN SHALL BE PERPENDICULAR DE(-'T, OF PJBLIC W(D:RKC, TO THE CURB. GROCVFS SHAT I RF 1/8" D:-FP AND 1/4° WIDE. ?. CURB RAMPS SHAT I RF P01JRFI) AS A SFPARATF — Y P I � r "' ' A L UNIT =ROM TH= SD---WALK AND FROM -HE CURB AND CURB r, �q 3UTTER, ISOLATED DY ExrANSIGN 0 NT MATERIAL v /� I ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. APPROVED DWC. NCI. 3. INLETS SHAL_ BE LOCATED SO THAT RUNOF= DOES NOI !LOW PASI 1Hc t, R8 CAMP. NO INLt15 AHL PUBLIC WORKS DIRECTOR DATE 4— 1 10 BIL St SO IHAI PLJL51KIANS WALK OVLK Ot<: AROUND THEM. DES. GWd. CKD, [DATE SEC S_; S -C 3 -C. 10 /3%94 a APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: cD CD CD W W W o �z o o OAH`` AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 352 -1509 W W W.SHEACARRJ E W ELL.COM > U N Z U) � Z W cr_ W d. N Y N 1- Z W W C C o U m w o � C' W o ��� Q_ m CL W s cc W w W °- W OAH`` AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 352 -1509 W W W.SHEACARRJ E W ELL.COM �VNN AR0 C�, of W tiJ s O O 2 Z O Ix W 44 42010 p FCISTE�� G~ SjONAL ONE INCH AT RU SCALE F NOT, SCALE ACCORMGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBBON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 1JOB No 1290-01 DRAWING SD -03 ISHEET No: 10 of 18 Q U) W C C C' W WW44 W Z ;o: a> °- W W 0 V �VNN AR0 C�, of W tiJ s O O 2 Z O Ix W 44 42010 p FCISTE�� G~ SjONAL ONE INCH AT RU SCALE F NOT, SCALE ACCORMGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBBON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 1JOB No 1290-01 DRAWING SD -03 ISHEET No: 10 of 18 A B 30' 0 30' 60' SCALE: 1"=30' Scale FEET N d a a 44 0 a X x x x x _ N 88'23'51" W _ I FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 i I _ 1� I I I I � 16 LF 1" HDPE - A A .. x - - - - -! n 7 6" PVC WATER STUB C I D SEC 29, T 17 N, R 2 E7 WM 19 + I 40.2' I I I FT C) � (111 - 12.25' PLAT - �I I ` X11 I i i 11 12 1112.03 CALC. _ _ -- \ _ _-- - - 1 �- --L�- -__j . x -� ! x - -- - _ _._ _ x - -- - -- ----- ' "... ° ° ..... ° . X - _ _ - -- X 12.2 � --- X ._ _ 9LF8'PC (610.13 P F.O.S. 3595810` FURNITURE STORE G 13 1O INSTALL: 12 CONTRACTOR TO COORDINATE 3 Q FIRE HYDRANT ASSEMBLY WITH ADJACENT PROPERTY 14 57 LF FDC CONNECTION SEE DETAIL SHT UT -04 OWNER FOR INSTALLATION OF N= 590455.19 E= 1118848.29 WATERMAIN. 15 (SEE MECHANICAL PLANS SEE ENGINEERING PLANS FROM • d - > . ".'.r. c, FOR PIPE SIZE AND TYPE) O CONNECT WATER SERVICE SOUND ENGINEERING DATED a �o ° ° § ° TO BUILDING. SEE BUILDING JULY 21 2008 FOR WATERMAIN` LA- v3 • - ° ° > ' PLANS FOR EXACT LOCATION. PROFILE AND CONNECTION. �-, T ° �� F--f �� � . v° a° I • - (� • I' I ' i I ° i i� O3 INSTALL: 13 CONNECT WATER SERVICE ID SD ! 3 i � � • 1 16 18 8 LF " 8 PVC w 17i CL Go 3 19 A 1 -6 45' BEND (MJxMJ) TO BUILDING. SEE BUILDING U I ( I I W/ THRUST BLOCKING PLANS FOR EXACT LOCATION. �� 6 ! FIRE N=590504.67 E= 1118793.77 LER CONNEC1ION 14 CONNECT FIRE LINE TO SD -��- -- Sc - 4 FIELD LOCATE EX. 6" WATER BUILDING. SEE MECHANICAL MAIN STUB. CONNECT AND PLANS FOR EXACT LOCATION. I' ' - - SD g 20 LF b rIKL 1" DOMESTIC S : SEWER -- - - -- -`�- 3 56 LF 6 PV SPRINKLER CONNECTION WATER STUB ° 6 CARSON BOX 1" DOMESTIC 20 WATER STUB °8 o Q` a S WER 106TH AVENUE S.E.; - - - -5 - - - - -S----- - -- -S - - -S - - - - -S - - - - - S - - - -- -55 2 S D�----- VM --- w ----- w ---- - - -- - - �� a° - -- So -- W- - - - -W- w---- -W - - -- W -- -W - -- 8" ATER �%°.° SD -___ - - - -- - - - -- - - - -- i w - - -- w - -- - w-- - - -i -- x� - - -- - - -- - - ----- w---- -W - - -'\ tw ° - - LF 6 PV 1,1 DOMESTIC SEWER WATER STUB CPSON Q - _ s© - - - - -- -\ u B X - 6" WATERLIN ° 5 w - - - - -w ---- �r�f--- - -w - -- -yi - -- -w 3 SID co W I -' = 73 LF 6' PVC V) � I 161 r wv Y i 2 11 I I f� -- «, r ( wV I a F INSTALL 20' SLEEVE ON WATER MAIN TO PROTECT FROM SEWER SEPERATION � I I RETAIL EX. WATER METER MUST `BE d ! RETROFITTED WITH CURRA BLDG _ i RPBA PER THE CITY OFaLM STANDARD DETAIL ON SHT ( UT -05. ------ - - - - -- I - - - S $8 °23'49" E wv � 395.9' - 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. EXTEND 6 PVC WATER MAIN. �� 15 INSTALL j SPRINKLER DOUBLE CHECK FIELD LOCATE EX. WATER METER VALVE INSIDE THE BUILDING. SERVICE AND EXTEND 1' WATER SEE MECHANICAL PLANS FOR I SERVICE TO BUILDING N= 590514.40 E= 1118782.61 EXACT LOCATION. I ! i INSTALL: �! 16 INSTALL: 1- 1' RPBA PER CITY OF YELM 1 -FDC ASSEMBLY f STANDARD DETAIL ON SHT SEE DETAIL SHT UT -03 UT -05 N= 590627.26 E= 1118964.55 ° O FIELD LOCATE EX. WATER METER 17 INSTALL- SERVICE AND EXTEND 1' WATER I SERVICE TO BUILDING POST INDICATOR VALVE N= 590564.73 E= 1118789.87 N= 590626.16 E= 1118961.05 INSTALL: I 18 INSTALL: ' ! 1 -1" RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY SD ____.. -- STANDARD DETAIL ON SHT SEE DETAIL SHT UT -03 UT -05 N= 590623.41 E= 1118955.89 ' D 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 EX. 6' WATER T CONNECT NEW 8" WATER MAIN. I MAIN STUB. CONNECT AND INSTALL- { 1 -8" TAPPING TEE ASSEMBLY EXTEND 6' PVC WATER MAIN. ' N= 590557.47 E= 1118944.88 W THRUST BLOCKING INSTALL: SEE ENGINEERING PLANS FROM SOUND ENGINEERING DATED 1 -22 1/2 BEND (MJxMJ) JULY 21, 2008 FOR WATERMAIN W/ THRUST BLOCKING CONNECTION AND PROFILE. 21 FIELD LOCATE EX. WATER METER SERVICE AND EXTEND Og INSTALL: 1' WATER SERVICE TO FIRE HYDRANT ASSEMBLY BUILDING N= 590546.21 E= 1118927.78 SEE DETAIL SHT UT -04 i N= 590575.27 E= 1118853.28 INSTALL: -__ 1 -1" RPBA PER THE CITY OF INSTALL: YELM STANDARD DETAIL ON L` 1 -8" TEE, (FLxMJ) SHT UT -05 ' 1 -8' GATE VALVE (FLxMJ) N= 590624.62 E= 1118874.98 INSTALL: FIRE HYDRANT ASSEMBLY SEE DETAIL SHT UT -04 N= 590748.23 E= 1118857.24 ' i I lJ i S 88'18'36" E wV 216.58' PER LEGAL u ° RlPTION - - - -- _ - -- °� =of3ry - - - - -- OH - - DH ! N 41'24"E � ? Ji WATER LEGEND: ----- w- - - - -w- EX WATER LINE &M EX WATER VALVE /SYMBOL w WATER LINE 0 BACKFLOW PREVENTER -4- FIRE HYDRANT C( FDC 0. POST INDICATOR VALVE H GATE VALVE E ]-T-E 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) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK 1784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do 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. APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: u u ui rn a, rn o 0 o � N � O U Z w W W U O < O W V CD U w �_J w a- m a- ME©© SH CAR .t L� WI � mq ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJ EWELL.COM ONE M AT FILL SCALE F NOT, SCALE ACCO MMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWM 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 1- UT -01.dw G No: UT -01 No' 11 1 18 Lu CO) M Z WJI CL WWI 0: W w V ONE M AT FILL SCALE F NOT, SCALE ACCO MMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWM 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 1- UT -01.dw G No: UT -01 No' 11 1 18 a A 30' 0 30' 60' SCALE. 1' =30' Scale FEET v C Ly 4C.2` F SEC 29, T 17 N, R 2 El WM a RETAIL - y,- co" BLDG 14 �i. o i - _ J I 16 SID SID 1 13 12 sD - SD -- - I O W- ( b �. 10 9 70 LF 2' PVC i STEP SERVICE LINE 6" PVC i ±145 LF 2' PVC - wnrER sruB STEP SERVICE LINE ° - SD - a 4 Yo 1" DOMESTI .SO °. .. . a. SEWER - -- -._-- SD -- WATER STUB g CARSON f 1" DOMESTIC' BOX WATER STUB C� d SEWER 106TH AVENUE S.E.; ---- S--- - -S - -- - s s- 2,, ss E -- --- OX - - -- - - -` w W-1 W- ---- -W - - -- W - -- -W - -- W W- 8» dATERL \ SD -- v - - - -- - - -- - - - -- -- - ---- W----- tkld -ERL -- 4 \ / Q 1" DOMESTIC ^...SEWER ' WATER STUB 7 CARSON BOX - W----- 6" WAT£RLIN - -- W----- W- - - - -W- QW - -- LJN - -W SID El 80 LF 2" PVC s j STEP SERVICE LINE a i ICI - a wV 6 5 0 5 � CK, I wv 0 4 o I � I 3 i � ( I , f I RETAIL BLDG 2 i 1 '- g WV YELM gVENUE (STgTE ROUTE 507) ALL BEFORE YOU DIG -- -- -- __ IHL 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. F 1O INSTALL: 4' GRAVITY SIDE SEWERS AND CLEAN OUTS PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED I WITH BUILDING /PLUMBING PLANS. (TYPICAL 4 LOCATIONS) i O2 INSTALL: 4' GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS I� PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST I BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL ( 4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE AT OWNER DIRECTION. (OPTIONAL) i J �- O3 INSTALL: 4000 GALLON GREASE INTERCEPTOR AT OWNERS _ DIRECTION /APPROVAL SEE DETAIL ON SHT. UT -06. O4 INSTALL- 6' GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP TANK. SLOPE SHALL BE A MIN OF 2%. O INSTALL: 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF ' YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD MAN ANCHOR SYSTEM. N= 590436.61 E= 1118842.57 (CENTER OF TANK) O6 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE 1 FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL II TO BE ATTACHED TO THE FACE OF THE BUILDING WHERE I OPERATOR CAN HAVE VISUAL LINE OF SITE WITH THE TANK. SEE STANDARD DETAIL ON SHT. UT -06 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. S INSTALL: 2' STEP SERVICE TO STEP TANK. SEE DETAIL ON SHT UT -05. N= 590523.01 E= 1118812.15 (CARSON BOX) O8 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. I ! INSTALL: 2' STEP SERVICE TO STEP TANK. SEE DETAIL ON SHT UT -05. N= 590553.76 E= 1118814.64 (CARSON BOX) O9 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL I r TO BE ATTACHED TO THE FACE OF THE BUILDING WHERE OPERATOR CAN HAVE VISUAL LINE OF SITE WITH THE TANK. SEE STANDARD DETAIL ON SHT. UT -06 1 O INSTALL: 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED ' AND TANK MUST HAVE MANUFACTURER APPROVED DEAD MAN ANCHOR SYSTEM. N= 590608.63 E= 1118855.73 (CENTER OF TANK) 11 INSTALL - 60 GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP TANK. SLOPE SHALL BE A MIN OF Zia ' 12 INSTALL- 4000 GALLON GREASE INTERCEPTOR AT OWNERS DIRECTION /APPROVAL SEE DETAIL ON SHT. UT -06. 13 INSTALL• ' 4' GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD DETAIL ON SHT UT -05. LOCATION MUST BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL 5 LOCATIONS) 14 INSTALL: 4" GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS 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 AT OWNER DIRECTION. (OPTIONAL) 15 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. INSTALL: J 2' STEP SERVICE TO STEP TANK. / SEE DETAIL ON SHT UT -05. j jN= 590534.54 E= 1118949.28 (CARSON BOX) 16 INSTALL: 3000 GALLON CONCRETE STEP TANK PER THE CITY OF I / YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT ' UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED. I N= 590662.96 E= 1119008.03 (CENTER OF TANK) i 17 INSTALL: 4' GRAVIIY SIDE SEWERS AND CLEAN OUTS PER STANDARD DM" h '9FtF41T- 45r- LBCA1i USI BED I WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) 18 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL TO BE ATTACHED TO THE FACE OF THE BUILDING. �- -- SEE STANDARD DETAIL ON SHT. UT -06 G H SEWER LEGEND: _._ - -- EXISTING SEWER FM SEWER SERVICE LINE • SIDE SEWER CLEANOUT O o STEP SEWER TANK [001 F1 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 HOSE BIB LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB MUST BE LOCATED WITHIN 50' OF THE PUMP ACCESS. 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. ELEVA11ON = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: L�W�uj o- w � N U � Z W W W Cn Y U C> m Ov N U U or 0- m a- W W W Of o- 29IIIIII15W H3u CAR � K� � "�� M ELI 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 3603524509 WW W.SHEACARRJEWELL.COM SEAL• �pWARD Of WAS GOf �P 42010 F GISTERfO jONAL ONE INCH AT FULL SCALE F NOT, SCALE ACCMWGLY 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 DRAWNG FILE No: 1290- 01- UT- 02.dwa UT -02 12 18 ui U) n in Z x<1 a J - , - a W UJ ROO G , Lu U) U)0i YVt W w V SEAL• �pWARD Of WAS GOf �P 42010 F GISTERfO jONAL ONE INCH AT FULL SCALE F NOT, SCALE ACCMWGLY 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 DRAWNG FILE No: 1290- 01- UT- 02.dwa UT -02 12 18 0 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 SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS MALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H 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 WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE '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 3 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. & 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 SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED 'W 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 L CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN s NOTICES. i ° N 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OT INSTALL A NEW VALVE. a 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR ° TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. a 16. AND REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT a BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. ui Ir U Lu a 0 0 Lu 0 C N °i N I it E � U u o 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 c) 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 SPECIFICA11ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ( WSDOT/ APWA). , 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EYJS71NG 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. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. & 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 PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 'D" OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12` ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABIE, METAL CORE BACKING MARKED "POWER". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN 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 SHAD. 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 /(LEANED 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 SHAH. BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE 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 INSTALLA110N, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE 'ZEST 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. PCP MOUNTED ON GALVANIZED UNI-STRUIT. PRESSURE TREATED LR NO LONGER ACCEPTABLE 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 I H APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: �I�ILu 41o� .- I tV I W) C'A R H z , �� fir, �k ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 3524509 W W W.SHEACARRJEWELL.COM ui U) I= u> W _J Q cl WJO W W xQ� 0 WWa Z Z uj W 0 H N U) ZW W w V O U z W W °- W V) O U ¢ O U U U U CD m z CL a ir cr w Of .- I tV I W) C'A R H z , �� fir, �k ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360- 3524509 W W W.SHEACARRJEWELL.COM �,DWARO r CG of WA H Gr t .� r a Z V FGIZOLO ��o ':� STE S10NAL ONE MICR AT FULL SCALE IF NOT, SCALE ACCORDMIXY 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: N/A VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT- 02.dwa UT -03 SHEET No: - 13 ui U) I= u> uj 3 _J Q cl WJO W W xQ� WWa Z Z uj W 0 H U) ZW W w V �,DWARO r CG of WA H Gr t .� r a Z V FGIZOLO ��o ':� STE S10NAL ONE MICR AT FULL SCALE IF NOT, SCALE ACCORDMIXY 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: N/A VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT- 02.dwa UT -03 SHEET No: - 13 1 0 I 0 0 rn N A SIZE A B 1 1/2" 13 1/4" 15" Z" 1 17 1/4" 15" �=3 APPRDVED METER BOX LID - 1730 DI READER LID BOX - BCF 1730 X 12 BASE OR APPROVED EQUAL z� PIPE DIAMETER BALLAST - / W v 22 -1/2- BEND Ix 0.5' CONCRETE CL 3000 Q 3/16" Thk X 5 1/5" DIA STEEL DEPT, OF PUBLIC WORKS INSIDE PAVED ROADWAY 41 3 METER BOX - --� GUIDE PLATE WELDED TO RISER 32,000 LBS . 3000 LB /S.F. = 1 1 1/2 " -2" POLYETHYLENE UNE-% 71� VALVE 17" 1 1/2 " -2" MALE L Ia ADAPTER 500 x - 2" RESILENT BALL VALVE (CURB STOP) 81000 4,400 I WEDGE GATE VALVE CHECK VALVE-• M 1 I - SERVICE SADDLE I IND" CL I ROMAC 2025 OR 111 COPPER TRACER WIRE TIED OFF AT VALVE BODY, w> 2?G SLOPE TO BOX EXTENDED OUTSIDE PVC RISER PIPE THEN C3 48" TO CENTER OF BOX 1 EXTENDED ONE FOOT TOP OF VALVE BOX. W 0; VALVE STEM EXTENSION LEGEND 17,400 � _ CURS >s. CHECK VALVE U T4 GAUGE ` ` 1-BALL VALV 23,600 INSULATED a .. ti A JEG TP 4 f 2007 COPPER c 57,000 30,800 TONWG WIRE 4 - .:. - .' P .'.. __ : d : METER -7 WRAPPED 1 1/2- - B11 -666 AROUND THE 2" - B11 -777 REST PIPE (SEE - 1/2" - CBS - 68 GENERAL B 12" NOTES NO- 2" - C86 - 77 _ FORD PACK JOINT • 7') CORPORATIO STO TYPE B t PLASTIC LINE (USE 200 I BY -PASS VALVE PSI PHILLIPS DRtSCO PIPE WJLOCKAi1LE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE WITH PACK JOINT do FEMALE I 1/2 " -2" MALE I.P. THREADS NIPPLE scttVICE SADDLE CITY OF YELM, WASHINGTON I. STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 1 / 2 �� TO 2 11 GASKET AND I.P. THREADS. !! 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FDRD VBH 76 -15813 OR EQUAL 2- - FORD VBH 77 -15817 OR EQUAL APPROIYED DWG. NC. 4. ALL 1 1/2" AND 2- SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND pU�IC WORKS DIRECTOR DATE 6-3 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING CBS, OMN. CND. DATE Es JLC TP 4/2007 12" RECESSED HANDLE TYPE I COVER INLAND FOUNDRY #248 10" 6 3 4 VALVE BOX WITH 8 3/4" "WATER" CAST IN LID f OR OFCO 910 OUTSIDE PAVED AREA TRACER WIRE -SEAL WITH AR400OW ll V1 > I� 1 1 I 1.0' I AC - � CJ SECTION FINISHED GRADE i{ 10" OR 18" ., ----6" SDR 21 PVC PIPE N;M CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. r•, VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN- SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. PIPE DIAMETER BALLAST - / W v 22 -1/2- BEND Ix 0.5' CONCRETE CL 3000 Q 3/16" Thk X 5 1/5" DIA STEEL DEPT, OF PUBLIC WORKS INSIDE PAVED ROADWAY EXAMPLE 12" - 90' BEND IN S GUIDE PLATE WELDED TO RISER 32,000 LBS . 3000 LB /S.F. = 1 a 4" SHAFT. Ia o 500 x VALVE BOX 81000 4,400 OPERATING NOTE: .• M 8" ALL VALVES MUST HAVE 14 GUAGE INSULATED CL AP�PRO -V L L'tK COPPER TRACER WIRE TIED OFF AT VALVE BODY, w> 10 " EXTENDED OUTSIDE PVC RISER PIPE THEN C3 6,200 EXTENDED ONE FOOT TOP OF VALVE BOX. W 6- 1 VALVE STEM EXTENSION LEGEND 17,400 6,900 O VALVE OPERATING NUT OR 1 7/8" U OWN. cKO. DATt X 1 7/8" X 2" HIGH GRADE STEEL 23,600 12,100 WELDED TO RISER SH VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) GATE VALVE SHOWN- SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. E ca Cb rZ Cb ' CALL BEFORE YOU DIG to N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND ° W PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL CN o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND ° -'F LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY o EXCAVATION. E SEC 29, T 17 N, R 2 E7 WM �"• 16" -� z METER BOX _+ w 14' �-' W CL SINGLE METER A BOX PLACEMENT 12" MAX. PR 2X SLOPE TO BOX LINE 24" TO EDGE OF BOX r 0 b v � " 12 P.E. PIPE „•1_2 METER BOX - --+- DUAL. METER BOX PLACEMENT ._2% $LOPE TO BOX 74- Tb EDGE OF BOXI PROPERTY a METER BOX CENTERED LINE { ON EXTENDED LOT LINE rI 1" 200psi W A 12" P.E. PIPE o f 12- 0.10 C +TY OF YELM, WASHINGTON UE °T. OF OUBLIC WORKS TYPICAL METER PLACEMENT W /SIDEWALK APPROVEDDWG. NC. �, ZC- __ C PUBLIC WORK$ UIRECfOR DATE 6--6 DES- O'LN- CKO. DATE ES I JEG 4/2007 Top view operating nut I---- Limits of payment Paint Hydrant Weathor shield Sun Yellow High and Hydront Lock Grade Enamel Bonnet # 113312 Z I/2 "Hose connection with threads I L. 4 1/2" Steamer connection with NST threads & 5" Storz adapter �� °� " Style S -37 w /SC cap 4" er a 18 -24" I .mow ir�wti -'• r.r 1 . a m �2.s' ,. MIN. p W _L%=_..__. HYDRANT OFFSET See valve box and valve stem detail- 6-11 �- Ground 6" Flanged fire hydrant tee 6" C ' lass 52 ductile iron pipe cut to length 6" gate Volvo. FL X MJ r' See note below ' t Varies I 111 4 "x8 "x16" concrete block `r /! LHydront shoe Backfill to top of droin ring housing bolts with 2" washed rock as shown Plastic barrier between 6' x 6' sheet of 11 mil. Plastic or con- thrust black and tee strucfion fabric, covering 2" washed rock j Notes Concrete thrust block -1 1. Hydrants shall be located in cost -in -place against accordance with Section 6.060. fifting only In addition. a minimum three foot radius unobstructed working area shall br provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY 0= YELM, WASHINGTON Reliant style 929. Clow Medallion or DEPT, OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion EIRE HYDRANT 3. Gate valves shall be resilient wedge NRS with O -ring seals. Volvo ends shall be Mechanical joint by ANSI flanges. Volvos shell conform to AWWA 509 -80. A' DWC. No. Valves shall be Mueller M &H, Kennedy, _ l:w Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR DATE 6-7 4. Fire Hydrant lock payment is required ut5. OWN. CND. DATE city will order and install. FS JEG TP 4/200. THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER AFT. CITY OF YELM, WASHINGTON 22 -1/2- BEND 11 -1/4' BENS Q 3/16" Thk X 5 1/5" DIA STEEL DEPT, OF PUBLIC WORKS EXAMPLE 12" - 90' BEND IN S GUIDE PLATE WELDED TO RISER 32,000 LBS . 3000 LB /S.F. = 1 a 4" SHAFT. STANDARD o 500 03 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT VALVE BOX 81000 4,400 OPERATING 5,700 8" NUT. LENGTH AS REQUIRED. 7,700 AP�PRO -V L L'tK DWG. NQ- o rn 10 " NOTE; C 6,200 ALL WELDS TO SHAFT SHALL BE 1/4" 15,8DO 6- 1 PUBLIC WORKS DIRECTOR DATE 17,400 6,900 FILLET WELD ALL AROUND. o_s. OWN. cKO. DATt NES 1 - 23,600 12,100 6.100 JEG TP 4 f 2007 E ca Cb rZ Cb ' CALL BEFORE YOU DIG to N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND ° W PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL CN o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND ° -'F LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY o EXCAVATION. E SEC 29, T 17 N, R 2 E7 WM �"• 16" -� z METER BOX _+ w 14' �-' W CL SINGLE METER A BOX PLACEMENT 12" MAX. PR 2X SLOPE TO BOX LINE 24" TO EDGE OF BOX r 0 b v � " 12 P.E. PIPE „•1_2 METER BOX - --+- DUAL. METER BOX PLACEMENT ._2% $LOPE TO BOX 74- Tb EDGE OF BOXI PROPERTY a METER BOX CENTERED LINE { ON EXTENDED LOT LINE rI 1" 200psi W A 12" P.E. PIPE o f 12- 0.10 C +TY OF YELM, WASHINGTON UE °T. OF OUBLIC WORKS TYPICAL METER PLACEMENT W /SIDEWALK APPROVEDDWG. NC. �, ZC- __ C PUBLIC WORK$ UIRECfOR DATE 6--6 DES- O'LN- CKO. DATE ES I JEG 4/2007 Top view operating nut I---- Limits of payment Paint Hydrant Weathor shield Sun Yellow High and Hydront Lock Grade Enamel Bonnet # 113312 Z I/2 "Hose connection with threads I L. 4 1/2" Steamer connection with NST threads & 5" Storz adapter �� °� " Style S -37 w /SC cap 4" er a 18 -24" I .mow ir�wti -'• r.r 1 . a m �2.s' ,. MIN. p W _L%=_..__. HYDRANT OFFSET See valve box and valve stem detail- 6-11 �- Ground 6" Flanged fire hydrant tee 6" C ' lass 52 ductile iron pipe cut to length 6" gate Volvo. FL X MJ r' See note below ' t Varies I 111 4 "x8 "x16" concrete block `r /! LHydront shoe Backfill to top of droin ring housing bolts with 2" washed rock as shown Plastic barrier between 6' x 6' sheet of 11 mil. Plastic or con- thrust black and tee strucfion fabric, covering 2" washed rock j Notes Concrete thrust block -1 1. Hydrants shall be located in cost -in -place against accordance with Section 6.060. fifting only In addition. a minimum three foot radius unobstructed working area shall br provided around all hydrants. 2. Hydrants shall be Dresser M & H CITY 0= YELM, WASHINGTON Reliant style 929. Clow Medallion or DEPT, OF PUBLIC WORKS American AVK Series 2780 or Mueller Centurion EIRE HYDRANT 3. Gate valves shall be resilient wedge NRS with O -ring seals. Volvo ends shall be Mechanical joint by ANSI flanges. Volvos shell conform to AWWA 509 -80. A' DWC. No. Valves shall be Mueller M &H, Kennedy, _ l:w Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR DATE 6-7 4. Fire Hydrant lock payment is required ut5. OWN. CND. DATE city will order and install. FS JEG TP 4/200. THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90• BEND 45• BEND 22 -1/2- BEND 11 -1/4' BENS DEAD END FEET (S.F.): EXAMPLE 12" - 90' BEND IN S SAND AND GRAVEL 32,000 LBS . 3000 LB /S.F. = 1 OR TEE 4" 31600 2.000 1,000 500 _ 2,600 _ 6" 81000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2.000 10,100 10 " 22.300 12,100 6,200 3,100 15,8DO 12" 32,000 17,400 6,900 4,500 22,700 14" 43,600 23,600 12,100 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. F 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 S SAND AND GRAVEL 32,000 LBS . 3000 LB /S.F. = 1 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR O OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL 6E ADEQUATE T TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY W 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 C CITY OF YELM, WASHINGTON OF PUBLIC WORKS DEPT. MUCK, PEAT 0 SOFT CLAY 1,000 S 2,000 T SAND & GRAVEL 3,000 - -- _ SAND & GRAVEL 4,000 D DWG. H0. CEMENTED WITH � ^`- CLAY P PUSUC WORKS DIRECTOR DATE 6-14 F G LIVE TAP 2' TYP. '- 1 CONCRETE THRUST BLOCK (TYP) �J O I ♦ A,. z 2' TYP. H a ti TAPPING VALVE FL z MJ STAINLESS 5TEEL TAPPING SLCEYE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS GROUND SHOWN BELOW- RIGHT. FLT% VALVE J TEE 1/3 bIAMETER OF PIPE CONTROLLED DENSITY BACKFILL f I . - 2• POURED WIDTH OF TRENCH SOLID BRICK SLPPORT y- CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE JHRUST BLOCK AND BACKFILL ARE POURED - 2, MJ CUT IN TEE'S SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. RESTORATION DEPTH VAMCS TRENCH BACKFILL SEE NOTE 1. 2, 3 6t S D£DDNOTE 4 TrRIAL ^/ CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION TO EXIS T:NC MAIN Af�PROV� DING. N0. PUBLIC WORKS DIRECTOR DATE 6-'-10 DES. DWN. CKD. DATE ES JEG TP 4/2007 TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE. - TRACER WORE (SEC CEN£RAI HATER NQTFS NQ. 7) UNDISTURBED SOIL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED Al CONNECTION PO1NT5. a 14ATIVE BACKFILL SHALL CONS1Sl OF CRUSHED, PiROCCSSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VAHIOLIS TYPES or WOOD WASTE OR OTHER EXTRANEOUS OR ORJECTIONABLE MATERIALS. IT SHALL RAVE SUCH CHARACTERISTTCS VF SIZE AND SHAPE THAT 17 OWL COMPACT READitY COMPACT, 3. NATIVE TRENCH SACKF'LL M.ATFRIAL 5HIALL BE SCRIIED +.7R SCREENED SO THAT THE MAXMlLIM AGGREGATE SHALL IS 6-- INCHES. 4. PIP£ SEDOING MAT£,RIAL SHALL SE SPNO OR 07uER. C11 Y APPROVED EQUAL. NO S'/6sr -i '(N s i1 u BE ALLOWED WrHOUT 146111 £N AUTHORIZATION PROM THE CITY OF YELM. S. YMERE NATIVE MATERIALS HAVE BEr14 DEEMED UNACCEPTABLE BY THE CITY, , RENCH BACkrlt t SHALL MEET THE WSGCT STANDARD SPE071C41'OP1S FOR 7HE PIPE TYPE BEING SPECrFIE9, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APt'RO DWG. No. t 7% PUBLIC WORKS oIR-EC70R DATE 6-15 DES. Ow'N, CKD. DATE ES JEG TP 4/2007 I� C-D�C�CD __3 4- 0 M: w CV U o z FN w w CL w U) Y v o o W Z3 U CD � o � z d M a_ w UJ H OAR�� r4 ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 - 352 -1509 W WW.SHEACARRJEWELL.COM J W D H U) UJ X JO �aZ E-OVC= wg`= U)02 i W V �pWARp � Cc of wasti Cr 0 Z o Ce O 42010 O 4(l r+ISTER� 'ONA L ONE INCH AT UL SCALE IF NOT, SCALE ACCORMMY 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: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- UT- 04.dwa UT -04 SPIFFY No: 14 � ' 8 NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE JHRUST BLOCK AND BACKFILL ARE POURED - 2, MJ CUT IN TEE'S SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. RESTORATION DEPTH VAMCS TRENCH BACKFILL SEE NOTE 1. 2, 3 6t S D£DDNOTE 4 TrRIAL ^/ CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION TO EXIS T:NC MAIN Af�PROV� DING. N0. PUBLIC WORKS DIRECTOR DATE 6-'-10 DES. DWN. CKD. DATE ES JEG TP 4/2007 TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE. - TRACER WORE (SEC CEN£RAI HATER NQTFS NQ. 7) UNDISTURBED SOIL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED Al CONNECTION PO1NT5. a 14ATIVE BACKFILL SHALL CONS1Sl OF CRUSHED, PiROCCSSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VAHIOLIS TYPES or WOOD WASTE OR OTHER EXTRANEOUS OR ORJECTIONABLE MATERIALS. IT SHALL RAVE SUCH CHARACTERISTTCS VF SIZE AND SHAPE THAT 17 OWL COMPACT READitY COMPACT, 3. NATIVE TRENCH SACKF'LL M.ATFRIAL 5HIALL BE SCRIIED +.7R SCREENED SO THAT THE MAXMlLIM AGGREGATE SHALL IS 6-- INCHES. 4. PIP£ SEDOING MAT£,RIAL SHALL SE SPNO OR 07uER. C11 Y APPROVED EQUAL. NO S'/6sr -i '(N s i1 u BE ALLOWED WrHOUT 146111 £N AUTHORIZATION PROM THE CITY OF YELM. S. YMERE NATIVE MATERIALS HAVE BEr14 DEEMED UNACCEPTABLE BY THE CITY, , RENCH BACkrlt t SHALL MEET THE WSGCT STANDARD SPE071C41'OP1S FOR 7HE PIPE TYPE BEING SPECrFIE9, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APt'RO DWG. No. t 7% PUBLIC WORKS oIR-EC70R DATE 6-15 DES. Ow'N, CKD. DATE ES JEG TP 4/2007 I� C-D�C�CD __3 4- 0 M: w CV U o z FN w w CL w U) Y v o o W Z3 U CD � o � z d M a_ w UJ H OAR�� r4 ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 - 352 -1509 W WW.SHEACARRJEWELL.COM J W D H U) UJ X JO �aZ E-OVC= wg`= U)02 i W V �pWARp � Cc of wasti Cr 0 Z o Ce O 42010 O 4(l r+ISTER� 'ONA L ONE INCH AT UL SCALE IF NOT, SCALE ACCORMMY 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: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- UT- 04.dwa UT -04 SPIFFY No: 14 � ' 8 H OAR�� r4 ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 - 352 -1509 W WW.SHEACARRJEWELL.COM J W D H U) UJ X JO �aZ E-OVC= wg`= U)02 i W V �pWARp � Cc of wasti Cr 0 Z o Ce O 42010 O 4(l r+ISTER� 'ONA L ONE INCH AT UL SCALE IF NOT, SCALE ACCORMMY 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: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290- 01- UT- 04.dwa UT -04 SPIFFY No: 14 � ' 8 0 I 0 I rn N J 5 U Q z 0 N a a w CL 0 W J a w o: I U w w 0 U 0 0 C) r rn a i �z w az N 1 � A PLASTIC OR CONCRETE Box MATERIAL LIST: GRAVEL BASE 12" THICK I. SERVICE LINE 2. 90* BEND 3. UNION 4. NI *PLE 5. SHUT -OFF VALVE 6. CHECK VALVE (C.S.H.S. APPROVED) 7. RELIEF VALVE s_ TESTS COCKS 9. DRAIN TO DAYLIGHT lO.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS in C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. PROFILE 3* Iq%L TO BUILDING OR IRRIGATION SYSTEM CITY DF YELIA, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER -A I'E DWG. NC. c. � PUBLIC WORKS DIRECTOR ;ATE 6-17 DES. OWN, FCK DATE KR .LEG TP 4/2007 LSUBMER518LE EFFLUENT 20 GPM ORENCO TURBINE'.►!(GDM OSI 20 P-16 0511 66 PUWIP NTH THE MATERIAL FOR DUPLEX, TP.IP -EX, AND CLASS 1 DIVISION 1 S.O. PuftH CABLE AND INSTAL- ATION= IMLL VARY. T-IE CONTRACTOR SHALL MEET TILE 1/8" BY -PASS L IFICE INTENT O T.-E INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE 11%AD TY=ICAL STE= ESTALLATON. ALL STEP TANKS SHALL BE 1­20 LUAU RATED TANKS. —HIS. POLICY SHALL TAKE EFFECT ON MAY 31, 2007. CITY OF "'ELM DEPT. UI- PUBLIC WORKS T"PICAL SIMPLEX STEP TANK INSTALLATION APPRU .0 DWG. NO_ PUBLIC WORKS DIREC -OR CAT E S. OWN. %ICl). DATE JY JEG TP 4/2007 E ' " CALL BEFORE YOU DIG d6rx LO N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s r PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N w UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND c LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SzUCE TO EXISTING 14 GAUGE TONING FINISH WIRE - -� GRADE ;0 cV TO STEP TANK CONNEC- TO f EX STING PVC ' SERVCE LINE —+ 1" KBI BA„L VALVE, SL k SL— I" CHECK VALVE INSTALLATION NQIU -- ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE QF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1' &DFS OF ROADWAY. GANG CARSON BOXES SHALL 8c LOCATED 3' APART TO CENTER OF SOX,:S 2_ BALL A-D CHECK VALVES TO BE INSTALLED I'v CARSON BOXES ACCORIDING TO DRAINING. 3. FINISHED GRADE 34 "0 R SER -- ALARM HIGH LEVEL LAG ON /OFF (4,5" DRAWDOWN ON TO O=F) 5" LEAD ON /OFF 6" (4,5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM 8" REDUNDANT OFF L) m 25° 2 S" MIN. BEDDING--/ E SEC 29, T 17 N, R 2 E7 Wm SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 W -H BOLTED HINGED COZIER OR EQUAL l COVER MARKING TO READ "SEWER' (USE IN NON- TRAFFIC AREAS) F14 CA. OF HEAVY INSULATED COPPER TONING WARE ALL TONING WARE SPLICES SHALL BE CONNECTED BY USING O.B.Y. KITS MANUFACTURED BY 3M STEP MAIN 1" SCHEDULE l 40 PVC SWPJ PVC SWNG CHECK VALVE SL x SL i" 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 --- 0 ALL 1" CALLOUTS SHALL BE CHANGED TO 2" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL /1"" 2" SERVICE CONNECTION APPROVED CWG. NO. - t r--- PUBLIC WORKS DIRECTOR DATE 7-1 DES D". CKD. ATE JY JEG TP T4/2007 CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPRO DWG. NO. PUBLIC WORK ECTOR DATE 7-14 WN. D. AYE JY JEG TP 4/2007 1 -ABLE FOR WIRE SIZE USE 1" UNION TO CONNECT TESTING —� #12 AWG COPPER APARATUS "O:i PRESSURE TESTING S-R't+ICE1 FIDCI?GLASS LID I.L \ 1 WITH STAINLESS STEEL W S 18' M N RISER HEIGHT TYPICAL WITH —z \ ' AND NFOPRFNF GASKET ALL NON TRAFFIC BEARING TANKS \ \ ' U) \ ; 1' CIA.PVC HOSE AND r 0 L EAVF SUFFICIFNT , ' VALVE ASSEMBLY Z ri1RE 70 ALLOW FOR \ \ ORIENT BALL VAL r✓ w1: PUMP REMOVAL rt 1 AS SH01Ni. BALL VALVE '6E uj ELECTRICAL SPLICE BOX WITH CORD GRIPS SHALL WITH 12" BELOW O All rrjiWgFrTIaNS SHAH RF MADE N-H \ \ "CRS ! LID j OR 24" PVC HEAT SHRINK BUT" CONNLC ,\ ` f Tao' GIA. R13BED PVC RISER RISER W %LID SLUPE GROUND AWAY FROV RISER J + / RISER WITH NEOPRENE ��M� 14^,AJGE OF INSULATED 10' FROM T0= CF RISER 70 LC � f TONING WIRE F CTR CAL CONDUIT cn Y ¢ INSTALL IN 3/4" EY MNDJIT SEA _ RISER ` S s ELECTRICAL CONDUF TO ( TDNING MARE - INSTALL IN RISOt u POWER SOURCE STANDARD I LUENT DISCHARGE INLET TEE n m 2 -PAR7 EPDXY, USE ^' T ORENCO RISER TANK w of ADA�IOR FOR CONCRETE W w LEVEILD 3.5" ALARM TANKS DN t OFF EDUNDANT 1" ZVC FLOAT OF ASSEMBLY AS SET BY CITY CF YELM — O _ 4 "4 `1 -1/4" CIA. IN-ET ORI ORIFICE AROUND z PMIME'ER OF VAULT 4" DIA. PVC -LOW N , INDLCER \ PVC BIOTU13E LSUBMER518LE EFFLUENT 20 GPM ORENCO TURBINE'.►!(GDM OSI 20 P-16 0511 66 PUWIP NTH THE MATERIAL FOR DUPLEX, TP.IP -EX, AND CLASS 1 DIVISION 1 S.O. PuftH CABLE AND INSTAL- ATION= IMLL VARY. T-IE CONTRACTOR SHALL MEET TILE 1/8" BY -PASS L IFICE INTENT O T.-E INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE 11%AD TY=ICAL STE= ESTALLATON. ALL STEP TANKS SHALL BE 1­20 LUAU RATED TANKS. —HIS. POLICY SHALL TAKE EFFECT ON MAY 31, 2007. CITY OF "'ELM DEPT. UI- PUBLIC WORKS T"PICAL SIMPLEX STEP TANK INSTALLATION APPRU .0 DWG. NO_ PUBLIC WORKS DIREC -OR CAT E S. OWN. %ICl). DATE JY JEG TP 4/2007 E ' " CALL BEFORE YOU DIG d6rx LO N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s r PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N w UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND c LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SzUCE TO EXISTING 14 GAUGE TONING FINISH WIRE - -� GRADE ;0 cV TO STEP TANK CONNEC- TO f EX STING PVC ' SERVCE LINE —+ 1" KBI BA„L VALVE, SL k SL— I" CHECK VALVE INSTALLATION NQIU -- ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE QF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1' &DFS OF ROADWAY. GANG CARSON BOXES SHALL 8c LOCATED 3' APART TO CENTER OF SOX,:S 2_ BALL A-D CHECK VALVES TO BE INSTALLED I'v CARSON BOXES ACCORIDING TO DRAINING. 3. FINISHED GRADE 34 "0 R SER -- ALARM HIGH LEVEL LAG ON /OFF (4,5" DRAWDOWN ON TO O=F) 5" LEAD ON /OFF 6" (4,5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM 8" REDUNDANT OFF L) m 25° 2 S" MIN. BEDDING--/ E SEC 29, T 17 N, R 2 E7 Wm SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 W -H BOLTED HINGED COZIER OR EQUAL l COVER MARKING TO READ "SEWER' (USE IN NON- TRAFFIC AREAS) F14 CA. OF HEAVY INSULATED COPPER TONING WARE ALL TONING WARE SPLICES SHALL BE CONNECTED BY USING O.B.Y. KITS MANUFACTURED BY 3M STEP MAIN 1" SCHEDULE l 40 PVC SWPJ PVC SWNG CHECK VALVE SL x SL i" 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 --- 0 ALL 1" CALLOUTS SHALL BE CHANGED TO 2" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL /1"" 2" SERVICE CONNECTION APPROVED CWG. NO. - t r--- PUBLIC WORKS DIRECTOR DATE 7-1 DES D". CKD. ATE JY JEG TP T4/2007 CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPRO DWG. NO. PUBLIC WORK ECTOR DATE 7-14 WN. D. AYE JY JEG TP 4/2007 1 -ABLE FOR WIRE SIZE FEEDER Wl:?E RUN MAXIMUM DISTANCE #12 AWG COPPER 150 FEET /10 AWG COPPER I.L 250 FEET Iii AWv COPPER W S 350 FEET k5tL 5I'tUrlc :A IIJN5 FOR ADDITIONAL INFORMATION). iV TO SILENCE ALARM PUSH UGHT. M FOR SERVICE CALL 360- 456 -8411 CI T Y OF YELM CENTERED ON PANEL FROM POWER SOURCE DECAL - SEL SPECIFICATIONS BOLD 18PT. LETTERING '--PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM —ALARM LIGHT AND SILENCE BUTTON 1 °C, 8- #12 TO STEP TANK SIMPLEX 1'2 "C. 13 -#12 TO STEP TANK - DUPLEX 1`2 "C, 17 -#12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS NOTE: TYPICAL PUMP PANEL SIZE MAY VARY CONTROL PANEL DEPENDING ON MANUFACURER 14PI'R0.JEO -- DWG. NO. PUBLIC 'WORKS DIRECTOR DATE — DES. DWN. QKD. DATE JY JEG TP 4/2007 FIBERGLASS a7 WITH STAINI FSS STFFI BOLTS AND NEOPRENE GASKET —� 5' MIN TYP.) \ 1 "f1/4" ALL LIDS Z' MIN FINISH GRAE}E SLOE r0 NATIVE NATIVE 14 GAUGE COPPER I PVC GRACE TONING WARE, 2' -0" ORENCO SYSTEMS, TAIL INTO RISER INC.. OR EQUAL ORENCO TAW TO LOSER ADAPTOR ( "OR USE WITH NON- TRAFFIC BEARING TANKS) NQTF: RISER ANn LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. R15ER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. (TYp,) CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. NO DA PUBLIC WORKS DIRECTOR DATE D =5 CKD. JY JEG TP 4/2007 F G EDGE OF 2' WATER M-iT HOUSE CAP TYPICAL IN PROTECTED AREAS NCN- PROTECTED AREAS (LAWNS, ETC.) 2' -0" TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND — - EXISITNG GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT STANDPXM EW 4" PVC SEWER PVC C.O. INE (TY-) (3034) DOUBLE % SLOPE TO TANK SWEEPING FROM - - ---�_ HOUSE ----�_ FERNCO COUPLING OR ��` --- i APPROVED EQUAL FERNCO COUPLING OR APPROVED EQUAL MANHOLE RING AND COVER. CONCRETE COL_AR-, 1 "J 14 GA. COPPER TONING HARE 2' -0" TAIL INTO 41SER —� CONTRACTOR TO EPDXY TWO 1" PVC PIPE PIECES 1" LONG TO FIBERGLASS LID FOR LIFTING -COMPACTED SACKFILL RISER WATH FIBERGLASS LID ORENCO SYSTEMS, INC., OR EQUAL. + * 21' PVC RISER REQUIRES 24" RING do EAST IRON. COVER 24" 'VC RISER REQUIRES 30° RING do ALUMINUM COVER 30" 'VC RISER REQUIRES 36* RING do ALUMINUM COVER CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID l; TOP OF STEP TANK INLET BAFFLE CITY OF YELM DEP`". OF PUBLIC WOKS TYPICAL C ONNECTION' APPRO DWG. NO. a�-- _ i -7 PUBLIC WORKS DIRECTOR DATE DES. UWIN. D. ATE JY JEG TP 4/2007 AP--�� DWG. N0. PUBLIC WORKS DIRECTOR DATE 7 — 19 DES. Ow CKD. D JY JEG TP 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: } m WWw Lu I.L oC" �o W S C" D Wjo a 0 U) vr• J G _Z 0 Ham= Z la— w uj 0 O N V♦ _j 4 Lu >- w E3 w z En w W U cn Y ¢ U V U u U 5 0- n m Of a- w of W m W w SH CAR ELLIm 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM EDWARD Zc� OF WASH Gf Q . 2 0 � lU O tt, 42010 p C'ISTE %" G, IN S10NAL ONE INCH AT RILL SCALE F MDT, 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: NIA VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT- 05.dwa UT -05 15 � 18 Lu I.L W S D Wjo U) vr• J G _Z 0 Ham= Z la— WWa uj 0 r V♦ _j 4 Lu >- W V EDWARD Zc� OF WASH Gf Q . 2 0 � lU O tt, 42010 p C'ISTE %" G, IN S10NAL ONE INCH AT RILL SCALE F MDT, 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: NIA VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT- 05.dwa UT -05 15 � 18 3 0 I CD I N J 5 U Q z 0 Q x LAJ 1-- W a. 0 W 0 J a U W 0 U Q `g 0 0 C� mZ I EU I Y � v 1 *PUMP 600 B]0 CONTROL PAN =L GARAGE CONTRACTOR TO 2w WALL SHIM, ETC_ TO SOCiI �14t~ ACCOUNT FOR GY Co. Model fro 5777 -CA DIFFERENT 'YPES 4484.04 Q OF SIDING ---� m ° 3/4" PVC (CONTRACTOR TO ❑ w CONDUIT FORM BOTH CONDUITS p Z 7`0" 4'-,B" AS SHOWN FOR z6 -O" 5h -0" 3/4" LB CONDUITS) 12'-8' 13'-1' 13'- 1 1 w ELECTRICAL a LINE FROM T ELECTRICAL UNDER HOUSE PANEL CONDUIT W -7" 8' -�' TO STEP TANS _ J 10, -s" Dim "D" �� jJ_ _ — FOOTING /STEM 4' -E' TO STEP -- .. - WALL 4` -7" TANK 0 zz *LOCATION 011-ER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. E WALL CONTROL STAINLESS STEEL TWO HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL EXISTING GROUND jz TO STEP TANK 12" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PULP CONTROL PANEL INSTALLATION ON EXISTING HOUSE ^F'—. PM DWG. NO. PUBLIC WORKS DIRECTOR DA f E 7-5 DES. VWN. D. DATE JY JEG TP 4/2007 .." Ltr ^n A > _ Lear Access Opernng -1 _ -._ Crr,.Mt Both aidcs ,a C LA L STFF� TANKS SHAI I 8F H -20 . CAD RATED TANKS 5 PQt~ICY S -iALL TAKE EFFECT ON MAY 51, 2001 J /- FINISHED GRADE ,--11-17R 1113HT LID 21 "0 MIN.PVC RICER I WITH WATER TIGHT ' I PUMP VAULT RISER LID z 4 GAUGE TONING 1 1 /-14 GAUGE TONING WIRE TO SS CO--� 1 N / WIRE TO SERVICE _ ti : __J _T I 1 _ V -1 I 2 PART USE UNLNO I TANK TO RISER 1 ADAPTER FOP. N I CONCRETE TANKS 4 "S1ORFICE I /r I I PUMP ASSEMBLY, SEE UWG. NO. 7 -9 CV I I• d V -2 BAFFLE I li (NCTF 1) N ' I_ 1/3 VOLUME 6" MIN BEDDING 1500 GAL 3000 CAL 4500 GAL D -1 2 60" 7a 72' D- 2 43" 5F " 557 D -3 2 50° GA° 62" V -1 400 GAL 600 GAL V -2 110ti GAI 1400 GAt 1. DELETE BAFF_E FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VA!L.LT• 2. THE OWNER WILL P'EVIEW TOLER.A 4CES IN EXCESS OF DIMENSIONS SHOWN. 3. TIIC TRIPLEX PUMP' VAULT REQUIRES TWO VAULTS AND TWC COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP, THE SECOND VAULT CONTAINS TWC PUMPS, 4. 4500 GALLON TANKS OR LARGER SHALL HAVE TM-REE RISERS AND LIDS. C4antr=hw Io Lore 0-ill Or Kryx,«out Hr: ,,e In F erd Pipe' Cnackaut ;.}p Typical a F I Li I i PtCC05t Divider —*^ 0 ft r R PLAN VIEW -Slat DETAIL i Batix �.dcs /Lr tinq Frame Cover Opts Pipes Adj� st to v ode ,Sir & Car Tight Optional ? Places a2 Places On 577 -CAj 4 irspectian Tee f INLET – -- —� - - - - -- - - - -- I - • OUTLET �f i I f E;3o+r ft ter "E" r I y7 T t Cstp.h � Li ` w I u i I t Grout All Around �� �* Slat Bay S €� 1 Length 3 Length 3 SECTION VIEW AA Galion Coomity ' 600 B]0 1000 1�0 2000 2w 3"J00 4000 SOCiI �14t~ 7000 GY Co. Model fro 5777 -CA 577 " ^,A 4484.04 510i6�G► 612�t 612 -u ^.A Z12-GA 712..A tits. --CA $18-GA, 131x4 Dim A Dim B 7`0" 4'-,B" 7 0' •e -S' z6 -O" 5h -0" 1 2_ 5' -8" 12'.k.g„ ei' -tt" 12'-8' 13'-1' 13'- 1 1 15,7'' Dim "C' F'- N o Z B' -O' W -7" 8' -�' 10' -0 1 /2" lo' -a' 10, -s" Dim "D" 3' -7" 4' -E' 4' -2" 4 " -S' 4` -7" 5' -fi 0 zz F '- ' T -1" 8' -ti" Water Depth Dim _E. 3 " -3" 4' -4` 3' -10- ' -11" 3 ° -9 w vesw crmm: Naha: Unitorm Plumbing taus - Appendix 1. iorcf,ete: 28 Day Cwn,wegsive Strength f'e � 4.500 psi Number Of Meals x Waste Flew x Hetenticn x Storage Capacity 2. Reba=: ASTM A-6,5 :,::lade fro Per Peuk Hours Rabe `time F ":,Ctor 1 Gallx' -s 3- Merm: ASThk A -165 urnde 65 4. Gesign, ACI- 31$-,12 B ilding Loco ASTM C� -=857 "MAIn.rnurr Ctructural Design Loading for Under; ound P*ecast C�,crete Utility Structures .5 tCVC:C H -20 Truck s w/ ,3�p, Impact Par AAShITO GREASE INTERCEPTOR Fill `a r Water P&. To Starr Piping g Ssar -. 7 �:a~3trac�a�r t.�+ Supply dt "sUcvl FJI Piping Et :3a/r^pling Tee9 6 Caay Water Cnly, Lek dater Shall Se Carried By Scparote Side S"er NOT TO SCALE sCAI_k;::3,�L3" CALL tstrUKL YUU LING N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCA11ON AND N f2 PROTECTION 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 EXCAVATION. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF IFL DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. CITY OF "ELM DEPT. OF PUBLIC WORKS 1500, 30iiC�, 4500 GA_LON STEP TANK/PUMP TANK APPROVED DWG. NO. �t—_ 'R-- ---� -- 7-11 FL'BUC WORKS DIRECTOR DATE EtS. DWN_ J-17-7— K A J" JEG TP 4/2007 RIM= 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING II bd II OI ,sr TOP VIEW 4sr/ / ®Oo/®�/OF,rA ■ � io of � fo �sssssssssssssssss �dsssssss� it all ' 111 1 NOT TO SCALE r T 7 N 2 E W M G 8000 GALLON STEP TANK -SEE CITY STANDARD RIM = 351.10 CONTRACTOR DETAIL 7 -19 FOR RISER AND H -20 TO VERIFY WITH FINAL LOAD BEARING MANHOLE RING AND GRADING COVER. (TYP OF 3 PER TANK) RIM = 351.10 CONTRACTOR 24" TO VERIFY WITH FINAL 30" RISER GRADING RISER SEE CITY OF YELM STANDARD TOP OF TANK = 347.10 DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE 4" WORKING VOLUME STANDARD DETAIL 7 -14 FOR IE= 346.10 32" =2534 GALLONS 426 GALLONS FLOAT SETTINGS. EMERGENCY STORAGE ---- SEE CITY OF YELM STANDARD LOAT ON DETAILS AND TANK MANUFACTURE I/ FLOAT OFF SPECIFICATIONS FOR INSTALLA11ON 2/3 TANK 1/3 TANK OF BIOTUBE AND PUMP SYSTEM. CAPACITY 56" =5040 GALLONS DETENTION CAPACITY BOTTOM OF TANK = 339.10 v � BAFFLE WALL AN ORFlCE PER COY SEWER GUIDELINE 24' -11" REQUIRED 121x 12ox 12' DE40MAN REQUIRED 12 0k 12 1x 12' OEAOMAN 109500 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP HOLD DOWN STRAP LOCA11ON 0 TYPE "13" LIFT LUG — SD 1 TYPE "13" LIFT LUG — HD STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS 8000 GALLON STEP TANK SEE CITY OF YELM STANDARD RIM = 350.96 CONTRACTOR DETAIL 7 -19 FOR RISER AND H -20 TO VERIFY WITH FINAL LOAD BEARING MANHOLE RING AND GRADING COVER. (TYP OF 3 PER TANK) RIM = 350.96 CONTRACTOR 24" TO VERIFY WITH FINAL 30" RISER GRADING RISER SEE CITY OF YELM STANDARD TOP OF TANK = 346.96 DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE 4" WORKING VOLUME STANDARD DETAIL 7 -14 FOR IE= 345.96 32" =2534 GALLONS 426 GALLONS FLOAT SETTINGS. EMERGENCY STORAGE SEE CITY OF YELM STANDARD OAT ON DETAILS AND TANK MANUFACTURE FLOAT OFF SPECIFICATIONS FOR INSTALLATION 2/3 TANK 1/3 TANK I OF BIOTUBE AND PUMP SYSTEM. CAPACITY 56" =5040 GALLONS DETENTION CAPACITY BOTTOM OF TANK = 338.96 24' -11" REQUM 1rx 120x 12' DE40MAN BAFFLE WALL AN ORRCE PER COY SEWER GUIDELINE REQUIRED Irk irk 12' DID0011111 71880 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG — SD 1 TYPE "13" LIFT LUG — HD STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: } �wLU m o � � o � � a 0 W O � ~ U N o Z z uj w a N Y fQ z W C) �7_ m w W o 0 zz w t>_ °° m w 5 it w w w N M SH CAR ELL, 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360 - 3524509 W W W.SHEACARRJ EWELL.COM J W W LU U) Uj �JO _ate— S Uj M L co) 0_j �VUj Uj W V �pWAR0 ZCj OE H, WAS eel C � hQ s Q . 2 0 � Z 42010 p -GIST' ('� S10 NAL ONE INCH AT F1AL SCALE. E NOT, SCALE ACCORDWMY 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: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAPING FILE No: 1290- 01- UT -06.dw DRAWNG No: UT -06 SHEET No: 16 t� 18 1 s I J I O 1 C-4 J s v Q z O N X: z w a 0 Lu 0 J ui w 1 Q U W 0 U F- YELM AVENUE (STATE ROUTE 507 CO w �z 1 � 1� Y CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N f2 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND c LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. A 30' 0 SCALE: 1 " =30' 6WEERNQ Scale 1 I i i i i i { i i t I I 1 i . 7T77'7Tj' 106TH AVENUE S.E. j P 30' 60' FEET (A c::D lei SEC 29, T 17 N, R 2 E, WM F FURNITURE STORE 6 c- 0 o . 7T77'7Tj' M I i #6 AWG a:. c::D lei SEC 29, T 17 N, R 2 E, WM F FURNITURE STORE 6 c- 4 H 7 I u I w LEGEND: 0-0 PROPOSED SINGLE MOUNTED ILLUMINATION POLE O—a—O PROPOSED DOUBLE MOUNTED ILLUMINATION POLE 0 o o M I i #6 AWG a:. #8 A G GRD o PROPOSED BOLLARD LIGHTING a- 1 o 2 ® FIBERGLASS JUNCTION BOX ILLUMINATION 20' \ N C3 i a- •y , FIXED 2 A 1 CONDUIT SP W a 4 H 7 I u I w LEGEND: 0-0 PROPOSED SINGLE MOUNTED ILLUMINATION POLE O—a—O PROPOSED DOUBLE MOUNTED ILLUMINATION POLE 0 o o M #2 AWG #6 AWG #8 AWG #8 A G GRD o PROPOSED BOLLARD LIGHTING 1 1 o 2 ® FIBERGLASS JUNCTION BOX ILLUMINATION 20' \ N C3 1118904.63 FIXED 2 A 1 CONDUIT SP W a z 1118902.39 FIXED 3 Y 1 O CONSTRUC11ON NOTE SP o m o 1119048.73 FIXED 4 w (/) � KSF3- 10OW -MH SP U U 1119136.27 U) � Q- o m tr d KSF3- 10OW -MH _O N w w Q' w IY W of d FIXED N A CONSTRUCTION NOTES: L1 FURNISH AND INSTALL FOUNDATION 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 N0. ASIZE'S CONDUIT WIRE /CABLE REMARKS #2 AWG #6 AWG #8 AWG #8 A G GRD 1 1 1 A 2 1 ILLUMINATION 'BALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. LIGHTING SCHEDULE LIGHT STD. NO. CIRCUIT NO. SERVICE NO. FIXTURE TYPE POLE TYPE POLE HEIGHT TENON TYPE NORTHING EASTING BASE STYLE 1 A 1 KSF3- 100W -MH SP 20' N A 590697.97 1118904.63 FIXED 2 A 1 KSF3- 100W -MH SP 20' N/A 590616.22 1118902.39 FIXED 3 A 1 KSF3- 10OW -MH SP 20' 590609.72 1119048.73 FIXED 4 A 1 KSF3- 10OW -MH SP 20' 590607.31 1119136.27 FIXED 5 A 1 KSF3- 10OW -MH SP 20' tNA 590515.67 1118801.32 FIXED 6 A 1 KSF3- 100W -MH SP 20' 590446.34 1118900.39 FIXED 7 A 1 KSF3- 10OW -MH SP 20' 590374.37 1118898.37 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: �k H AR x. P ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SH EACARRJ E W ELL.0 O M EDWARD C,7 OF WASyI Cry z Ce A 4u 010 ISTEV- jONA L IO ONE INCH AT FULL SCALE. F NOT, SCALE ACCORONHA.Y 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 IL -01 17 — 18 Lu U) Z = ...1 W J O CL X a ��_ O 1- W W a uj O2 �Vw J W >- W V EDWARD C,7 OF WASyI Cry z Ce A 4u 010 ISTEV- jONA L IO ONE INCH AT FULL SCALE. F NOT, SCALE ACCORONHA.Y 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 IL -01 17 — 18 A 0 Ordorr SbtrM&KSiO -M-S AL-35D irtlll,NdaaeLWeeddhGlA. 11 Sae m ohma.mmkmhooi m 2,216' 120 -fiX_ TYd 620 - -2N T2B,?A M4NJ Ta.- s Shpt U"Ab yt fr ddiimsl odor optima 2.7111' TH -I W TH-M 725-M 776-M T264m TH49 I Neesepsipwkep.N&MgRkjesnih 12Bh fiishedy 4' T26 -tW Td6� TJfiFft T36� Ti6,2m Ti6-tW iBex1H,�;� . _� _ to hArmt ties aPemifid. _r KSF31S House aide shislde Tor' Eluded. - - r - .- � NtetaprdyCWMfasmnGnds. •�••,•�•••••••••,.•• e Aeahhh with Rldh Rt ddrihdala Order as apnm ctwh member. 4 Oplimd ndatmp vin cI1Lli 11$ e16i Numbs d finance 47iV411EQ,2ti,2t7YitGttndol. rohly. a 11.6-1 f -ft. brats mar mew min to hLy br adend an an mmilaf t- Tenon D.D. One Two016H' Tenew Throa•1211 Threats /S° FQUr•eir _ bets PE7 NE}MA tomist4ack PE MM c- to I ���eeh3m St Sating rep for PER option protective oortin 1++T'7 J1fpPWti13A1Ar...6 a ftal rtes lane n- ii r hNr external rnspdst4n SENA den *&110% ndV'eaa rt p- e&lm morsel R6S IES Type V square' fxter" may be mquin l in 310VJ oh Bison amt moor straw' PE2 NRAA t'aist -lock PE {a M CR Corrosion - KTMB Twin regulations. Commit PE11 ygtgM1 twist kr* PE {wry remetmrt - _ _ Distribrtisn tP61el' NgiE•SDi bmlhm CSA IAA Certified DWN VFAIN DA12W0 Degree arm n Cdwthma NOM NOM Certified ®rmA ra K3 10 au< . .. J M, tseal0a TdIm winved lands 01x° OYfif YB�h1� 6romin 41F 2A'vvv ffAAA � lBm 1rW__ Vtbod pole atw 4L;: onfy too p6smaaafid} - ••__.__. _ ea*Ma orwall SCKA Supor CMA ORS Duets reetrke apwwmr 11� TB1P bracket pulse wart WE time aides '� 99Aa9 "A.*_ a --,. ,. bellows Wnuga �$ I�{6Ppiit69IP1�,o.... Ibtrtflol DMklrasnt,- _ 2101 lie ar.1 CW1 Conduct OF Double hoe 2M M JIM metal halide 277 3__ imd Pole wattage 1�1 7117 WO__ wall isolated EC Emergency circuits 1AP Lou -_ .. PER MMU axis -look rompteole h�P �_L Mounting Bdleat I options Jacopo Ki1 128 al. "a lumb. Wateld art t IN Lamp WIN to 111-- 12 1r 114111 ORDERING INFORMATION Fer ahsltest toed times, cenfipm product using studtud apfam tsims it 6oldL Armun.6- IMP1 1Ra11MI RSIT11 RP131 PI All d'anemitee am irabte a leaefeaba mho merraism epcilod Spe m4set In dhtege mUn eifitoeien *foe. 1JSn= - UL Lined (standard. CSA CertiSsd (bee Optional. NOM Certified Arm: 12 1304] tom Optimal UL Listed for 2B'C ambient temperatures and wet leadions. 'Weigh as non6g red svne�l6+er DA/ :P 6 IPBS toted. in example below WgR1Aer 1 11B h a socket with copper elbly nickel-pla el across abet and center amrteoL UL Length: 7J49►d2 p021 -� sidedlmIlW - BWY. II 161BTALLAmM�DN -_� Extruded aluminum arm for pate or wall mounting. "alit 2a16i221n6J0 Arm -F•- L GAL iwi e. B:I'aeR°t:lIM-1 ' `aw O,w tM..bmter Stq »r I flbae6ea Italian Drilio 7mp4ml fCeWWA ISCWA WdGril puke dart bBmd aptienrl 1� eopp r-mur d and 'W6might SB the (20� r EPA:2A8? (2jhA It Saohat Pnnoaleiq positiart oriantad hora"rdmRx mounded, moral hem (include arm) I Type IV 1laswrd thrso{, Type V Gquumm simmmri mg. a.rrireesrr 1 Lens is .128' dick, impact- reeimma4 tampered ghee with ihannaly- applied, �' 25' to 40' Mounting silk eoreened shield, other i-ra wrsl -actors avcilable. 0141AL SVUM - RaBeomra armdmrd segaarted re11eatem provide su- I i NETAL NALIE4 perior uniformity and control. KSF3 Type IV Win is roketebto and inter- ri{ rQ'1 1 wnnwv w Thrw a rv8 rev voila V• Tenn 111 tvwe mdrt inF HIGHPBEM NESOOIUM am qum teisacisrntanar. i' in"'etprmioael soosn en jeer oo � _ s Ve' fmmm is eoeamplidmd with an integrally, designed, Retarded silicone gnbt that mope into door inane and another geakd applied to tim touting. f#OBN - SFU�ud fmrya�h to rink bran O1DB, $rl�seter Eoeela: fimah with Formed far watts -fight sod and imegrItY Afl•a Ligm" Naturally anodized, extruded, aluminum door frame with mitered corners is retained aid" (teal .1E' diameter hinge pia and mmwed with (me) qu orter- FEATURES At SPECIFICATIONS eta° Typo MEMO OBE - Ideal for use in oar Iota, meat fighting or pang arena 6= mg Member Sbvvt ICSPj -M-S •N04Amygrardslgttisi, Ina, flea. i1j l CA I an ttionacurtanihNe don and am wu4sr mnge t tin eh. I. Phmn:trio dam it ollor d to ii rime am be amend bon asmw.11lotimAlm L far "4116011 elmmtklddil , coast mdtriml dupv mob. 8 Tested to surge t I13 and NENA dndm* tndyr sariixd bbs inn* n. VM= operating firma inn awe difnsn01l betewen 4kvaitrp add o1em tin Nam: N Phma n&@"= Fivne etLt Ere aeswJilmniamn On IiUodua Wrme,jb Chin wn4 Bk •Q►leE�' b� - °� �g �� Caneolionfinmr ear v tg g �' 3BIL- b6 * 1L- ]a Westing Heigh6 Corrections Factor (Multiply-tlrtb laws brths 01rtadlon fintm 201L.13e Fawmsd(e alms bead m ffi ismiwg I.*h, Foubmadh rows based s a' evwhsg height •9.• r.�... .»....... ..» .. dslibstimn Typs W, anadF• drrinam Typo IV. araft. Fa Z wi me bwsd m a' nsrtiq bsi�rL dims don Typs V. mc1dI • 1 ! • ra i• 1 t r1 If I t 1 r Ig D t a it a 3• me ickaemm Falcon haa* UrtlNh" pre IMswimI ti/ =mwk our. nxs s � • ° °' 0.1 0.s it an • � a azs 55 a � 1 s a !g b ^ lTF 2.1 N = • 11 a 1 i • � 0 0 3 900U R4 -H5 t ID t $ 1 01 Teat na =31101 Test no. LU30M Test no. 8t9O31201 r�iJ&�tF1111L11Att10 meRDtgtlaFUnttsvrs fommmdb whew had m 85' nacding hdgK roueesds wines bad m a' rem hi dsrbdtiae Typ 11, dr1dF. dathit6m Tips N. mmmf. Fohnodh whet hued on at mooing haghk dirt ihutbe TVps V, call. � - -� - -IL r I f • i i i i i i O i >r • i d i a t! s a s s Jol twollaidtimni tolme 4a 1. t r IrI fo n main CLI as 1: iLT = sW 4 QE Q 8 � i s e i to s 1 a a • 0 3 t, nos = j 25 s as i t p � • Teat nO, JIM31002 Test no, 8LV30804 Trent no 13112ffi01 C00iBri TIFURILMON 1110ROrerofunFmF M Crt3FSeertFanlxanre A A .s .s A A rd .i ,t A i d a .i Jl s Lm Ja .W I"W FssLerdhls KSF3 1000M R3 KSF3 1000M R4 KSF3100OM R5S KSF3 Arm- Mounted Rectilinear Cutoff Lighting Olttdsor _•sPmol Omel.ittmi/N4f Cmgens,sAxxaE Short# Pok"SSS PL 320 Shvom& 11818 xSS trtMrAtuitf BrandsLxjttisg,Ina, Bea 11JlgM PahlVAww32 C- 7.1aamRll® e taneeaoes a sacs- am ern mama ......,. ,.. , asxwJithseiasan nP nqurae etta ne *ten. _ a Additimul edam awiohlq sae wwvJ'dhoriissaeh4nhwkn. fldsORr- oat I0' Phader Bmih standard. rerrtdk' Bperifyoriaetelanhomhadl■Is W9.CpI DMIIMRr_ t atom' - - - sane anraeasa ar neameo to snsrst ~Y V8 f9 Aderso tfe A4sdbds ftsunim as dia atppese B pufprnis coq. Immune nave un +frpmw ptya OMIW Rf_ ! of t r A robs m emerge rn m I or dmkn, vidad par team, a a se6neby mgmt te 6 fir ®mini smh is 1!•s 2 t1i Q0 tacos sutdonJ. 11Ab"wr_ tot " upgnds its prelude. 1liedrNi.. s of ar Randhola 9 Inurt'f erYtndesi9amm fits" was; e.g DIYheAST2. BN®Agf_ inter 4 Spseitll hmti n and oda e n adm. entering optm. LI11AvW_ Sat or r Installation rugeios gist to he pealed ceder ban to ens" fill combat aith Far1dY SP si the bright it fwd roes hoa of Pods. BklaS_ 1 at D B hasdatim. ®' ,ti „r 1sy , -- - -.. Ok%M Saemnd Brij Minmdrop why n l OMBOfAOf: awnsbardholo. [fllAi Jour" NANON l�iirON t O w. a..,,.-.. a..... �. ysr ... » ".i....».., ».a.w.»r...,... ! The dri. %torphte m ins mad fir a patauhr Imimsim depends AERIE Smmnd aril tlaurbetitm � dEI�4 tamplib ••" r an to lunmtin thn a used. Rehr m the Tesh6w Data Sodium gmaw_ t of te` C • IF phi tiro omrod amdo. All of fm OemdmrBisderfir Drftg Tsmplms. Y pmwd s aioh damage. l01 Pube iw wrapping must be mowed inndismly to NUB: MINU B 2 11v ,.. `""• 'r" �r'� C _y + Lghmna it not resrastiba for the fiuedmise dawn. 1 Y7hetu esderinI twon mmdsg std drill mwt4 ftr the acmes 2 n iti ant end pins wtheet hang ficbm bowled. ede.filbaihs snmrds:OklsR2s. 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PT D n a �v . u.v ,uv vu nn, - - rv-rc w ry n • war Ogle Lodi e.l P P EAR Lei ooalwrbdb ONN Whim 66631"6@ 35 Ux360 111 27 681 ! EdfOD.l2'NPSI 1fJ Vibration deagrr [61 Bhsk 816 7 116 237 60 180 f.8 fig 1t -f3 f x �x 1 531 C.^ T25 2.7(r0A.11 -IN TP Tamper prod OIN Madan 533396E 3a SA1x39E0 A181B 7 5.f fa1 t3 33 to "" _ _ - - 11 -13 tx36x4 SOS ° iii30tiG 30 &0x3110 0 181B 7 10.7 Sys 67 167 30 t00 10.42 1x36.x4 31O 5 Shag tY1te Nominal shaft Noouiad whet bsea rant Mounding' Options Finish 3663066 3O 661x3110 AtBy 7 48,7 382 102 2S7 664 11xD 11 -43 ix x ten h ►all thicknsss 4 521 U T 0.. -rr- • your me n_1L_ -_ 35525 In 25 CA tFtAAa 7 f,© tCF 1!; trNt OI ERING 1N OR IaN LeaditRteawiivtlryt�epeR� ao 1BCE P 116s�66 ?& E,O;un Ate � Optionase tlti.L'rtanelfltltmHh male risseRtstare, rlv» t.sc.,t ash z IZ fxeatpa9:8SS205C DM19009 6663048 311 4A1x3110 Al � 7 1a0 3}rt1 12s 381 810 350 161-12 1x36x4 320 e Mi 7 6A IM AD IOO 23 68 84 Wx3Ox3 285 II Msuiue M noel rail "mug a ntmmun inset strength of oapm Pow. Sii 31 IC 30 EOX3110 al Ti 41 } 2b } },g bD g� ]1161641: � 4.IfxaaU al 10-tt IX36x4 2% C iti7ti8G 26 19x260 A1881 T 1111 2]0 7.7 1n 6d 136 8-0 3I4x3rJx3 245 a _ iSS26IC 2s 60x2E0 At2F6 it 08 3ES 0- $ffONDWC -Afait holder toasted inmadetoly inside the hsndhola rim is - iii 21�. x2A0 A126, tT 477 113 F/- provided {ground belt and me provided by oduand. 28 6D w Ad111B10f OfLtt -Top portion of snobs tick to galvanized par A:fTM A -133. iii 7B6C 20 6A1 x 2 LO At881 7 2a1 ] tB 21,1 636 462 106 14-12 4 x 36x 4 off.. 1 bp'oa f probived dad an resit -inoun pdtis: . " - JO Fsetera a we high-mvenegth galvanized sino -plated or stainless ated. iii 1i� 16 10x18.0 A126i 11 12x6 316 9.2 230 67 1611 8-0 3jtx18x3 426 0 60160 -Dark bruae (008J polyester ponder mu'edand. Other arohites- 325294G 20 .4.11x2110 Af26� it 9t6 a10 S.i 167 1,6 150 8-0 tural colors aveilablp. Sts voymlilhanim.dgnefwbmlem. 3%x 18x3 MO 1am491iJC ?It LOr916A tttRR,' 7 1RK air t]M i1t1 BR aAf} 1L0 Afdtr7lvA 1Or J with slotted tdm. Sex corer is finished to match pole. SSS 12 4C 12 4OX 1`20 9126. 11 21+t Shp 1871 Q0 14J 3An 1-0 Vi v 18x 3 !N A herelhofi taring morainal dimensions Of T x P for all ehelw. Included in ■ SIQUARE STBAI6NT STEEL iiS 14 811 t4 # 4X 1+10 11f2b Of Owns"Imsahment moreas. 11 143 410211 ,l 378 till 2® i-8 3- Ax18x3 100 1 - 1111111 Ise IS 4A1x1660 11126 11 15.4 .8 & 11:9 223 8-0 314x1dx3 its neistenoe world. Unlfinnly egwre in stn' - emotion with flat sides, small ��� CetedoB eAedt Pom811dt Ths U errs radii and mdlnrt torsion. Aradabte shat widths are 4', S' end B W A%X 11101 Na Bekamis Bdt8iLe Number Oiwd Skermitilxl$ 4iwCI1sm14 Gee atttpwagkt w Archer been in fifliceted fium fit -raised carbon meal pinta that metre or 6$316 8C lO 2Ox iA4 Q12b lhlwhmBl �Iw xlltxinj I s} u9NJum wield stranxth of2UI1O nai The anchor hue is oreeided 11 6 866 18.4 tR# a-9 3flx 18x 3 76 AsdlDr Brae Pairs v Welddtile- Breda, ten- ralled aommemaFupaliV cubist sled wing with a pq w;ds 13 gm minimum yield of Sum psi D1 -gaugal. 111,1011 psi 17-geugel. Uniform wren thiobtemf of .126 Dr .11111. Shahs ere one -pima with a longitudinal electric T7 a �• Nom Two 1iiFStilwl vrei Anvrminnshm co FEATURES & SPECIFICATIONS _° TECHNICAL INFORMATION SSS Square Straight Steel Poles t ° &WMVM �� LA.I�IIJ�IV '• fabkg Namha R'-__ - -... - -- - -- - - - -- - �z w Vf in �N I iY E t2 o CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND ° W PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N W 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. E F t G H APPROVED FOR CONSTRUCTION BY, Date: Development Services Engineer ----- APPROVAL EXPIRES: W } N ~ O U Z W � ~ z w Y C> V U < O U LU m m w a LU w tr CRlM©© N OAR ` ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 - 352 -1465 F: 360452 -1509 W W W. SHEACARRJ EWELL.COM �pWARD ��GJ OF W ASyr Q r� U + Z O Z v Ce � 44 20io 4u ZONAL E� 1 `IO 0 ONE INCH AT w S.JIIE 1 NOT, SCALE AOL'MWGLY 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 RLE No: IL -02 18 OF 18 URI co J n NOMM Is-- W z o Xa° Z F=- LU' a a Ce _Z 9 CO) VW M Y >_ wj W W mma ♦W♦ V �pWARD ��GJ OF W ASyr Q r� U + Z O Z v Ce � 44 20io 4u ZONAL E� 1 `IO 0 ONE INCH AT w S.JIIE 1 NOT, SCALE AOL'MWGLY 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 RLE No: IL -02 18 OF 18