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20070404 Plan 08072009
e 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 00 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 PUNS 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 -80D -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 RE CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION 3 (360) 458 -3835. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGO 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 AGO 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 WALL BE USED BY CONTRACTORS AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT Y INTERFERE WITH 07HER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES q 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 i STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. °�J4 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. IS. ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE s_ CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE " PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY s DAMAGE TO THE HAUL ROADS DUE TO HIS /HER OPERATIONS. THE CONTRACTOR SHALL COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER s PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK. a19. 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 0 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 CRAVINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT g OWNER. 22. ALL AREAS DISTURBED DURING CONSTRUCTION STALL BE RESTORED TO THEIR ORIGINAL 'PRE CONSTRUCTION' STATE OR BETTER. 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE 8 MAINTAINED AT ALL TIMES W $ CALL BEFORE YOU DIG $ THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND g p PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 9 gUTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND . LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. E SEC 29, T 17 N, R 2 E, WM CREEK STREET MIXED USE - COMMERCIAL CITY OF YELM GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YOM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY IRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREEIF GRADE% SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED VATH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW WT LOCATION AND THE JOINT SEALED WITH GRADE AR -400OW PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE NTH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL CIE 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 110 ACCEPTANCE OF WORK. 8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL P&4MANENT SIGNING. CONSTRUCTION PLANS 1111ils:1 lial CONCLUSIONS OF LAW: 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 PERMIIT ISSUANCE. 4. STREET FRONTAGE IMPROVEMENTS SHALL BE REWIRED ON CREEK ROAD NE AND SHALL BE CONSISTENT WITH THE CITY OF YELMS DEVELOPMENT GUIDELINES 5. THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN EASEMENT BENEFITING THE CITY OF YELM FOR CREEK RESTORATION. 6. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER OF UNITS WHICH WILL FALL WITHIN THIS AREA TO ENSURE DENSITIES IN THIS ENVIRONMENT DC 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 WALL 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 OTYS WATER SYSTEM. THE CONNECTION FEE AND METER FEE WILL BE ESTABUSHED AT THE TIME OF BUILDING PERMIT ISSUANCE ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246 - 290 -490 WAG SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE FOR WATER USAGE WALL BE REWIRED AS PART OF THE CIVIL PLAN SUBMISSION. 10. THE PROPOSED SITE SHALL CONNECT TO THE CITYS STEP SEWER SERVICE. THE CONNECTION FEE WILL BE BASED ON WATER. USAGE CALCULATIONS AND ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. 11. ANY EXISTING WELLS AND ON -'SITE SEWAGE DISPOSAL SYSTEMS SHALL BE ABANDONED PURSUANT TO APPUCARLE 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 t, �m 3 100' SCALE: 1' =100' Q Scale YELM, WA t . ^/ 70v i FURNITURE STORE y 0 100' 200' iiiii N FEET 12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STORMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (EIMPS) 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 FRCS, FIRE HYDRANTS, AND /OR FIRE LANES FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020 (0)(6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM. 16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REWIRED LANDSCAPING: A. ALL REWIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD OF GRASS B. TYPE II LANDSCAPING IS REWIRED 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 REWIRED 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 REWIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL 17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM. G 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. 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 ZONING: C -2 UTILITIES SEWER/WATER: 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 ELECTRICMATURAL GAS PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA SIM 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 S.E. 103RD AVE. I_ I SITE PALOUSE AVE. JE. lr� t S.E. N 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 OWNER/APPLICANT: UT -03 WATER AND SEWER NOTES 3 DETAILS 14 PARCEL 64303400501 & 64303400502 I 15 UT -05 OWNER: J UT -06 I RICK CHRISTENSEN IL -01 ILLUMINATION PLAN / 11915 CLEAR LAKE RD. S EATONVILLE, WA 98328 ILLUMINATION DETAILS 1 ( STE ADDRESS: I 10602 106th AVE. SE I YELM, WA 98597 CONSULTANTS: CIVIL SHEA, CARR & JEVELL INC.. 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 FX: (360) 352 -1509 \ I CONTACT: JIM E. GIBSON, PE 200' iiiii N FEET 12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STORMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (EIMPS) 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 FRCS, FIRE HYDRANTS, AND /OR FIRE LANES FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020 (0)(6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM. 16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REWIRED LANDSCAPING: A. ALL REWIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD OF GRASS B. TYPE II LANDSCAPING IS REWIRED 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 REWIRED 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 REWIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL 17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM. G 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. 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 ZONING: C -2 UTILITIES SEWER/WATER: 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 ELECTRICMATURAL GAS PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA SIM 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 S.E. 103RD AVE. I_ I SITE PALOUSE AVE. JE. lr� t S.E. N 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 3 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 1 LS-01 LANDSCAPE PLAN (SUBMITTED BY OWNER) BASIS OF BEARING N 01'57'71' 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 (ENTER 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 NGVU 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. APPROVED FOR CONSTRUCTION BY: Date: Developm tSemcm Engineer APPROVAL EXPIRES: c� s w 0 U U w a 0 s ION' AL V MM ATM scat r W, SIGN£ AelV my GIBSON WNTK 1001 -0, CV -01 1 W Z X_ of W Q _ 2Vz H w N w W g 3 �0Lu C.) Y >- W W U ION' AL V MM ATM scat r W, SIGN£ AelV my GIBSON WNTK 1001 -0, CV -01 1 30' 0 30' 60' SCALE: ,• =30' Scale FEET N N:590759.94 N 88'23'51' W FND 5/8' REBAR W/ CAPJ 0.1' SOUTH OF LINE SSWIFT7LS/ 27195 i (CONCRETE SIDEWALK (TYP) SEE SHT SD -03 F DETAIL i i la _N X13 106TH AVENUE S.E. N ... 17.11' REFUSE AREA FOR RETAIL 10 N BLDG. SEE SEPARATE ARCH PLANS FOR DETAILS RETAIL 1 BLDG vy 10,500 SF 60' r SIREWAU( CEMENT CONCRETE VEWAY APPROACH SHEET SD -03 FOR DE NNW 40.2' IN N � YELM AVENUE STATE ROUTE 507) O W� 5 E 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 3 EXCAVATION. (1112.25' PLAT) 14' AREA FOR 'URNITURE BLDGS SEE 4,560 SF nr con, I SD- 3 DETA L 31_ 4 SEC 29, T 17 N, R 2 El WM -- 12.2' I 609.85' CALL. 197' (610.13' PER R.O.S. 3595810) N•590742.88 LSTORE TURE I I E1119370.02 I 00 SF ' I EXISTING / STORMWATER I INFILTRATION POND W N U a < � N m o VS'ONAL w BASIS OF BEARING e•� �I 5 i NORTHWEST QUARTER OF SECTION 29 BETWEEN N y a N WASHINGTON STATE PLANE COORDINATE SYSTEM y cI SOUTH ZONE (NAD 83/91) Q � DRAM BY L HURTADO CADO OIECKED BY: N CONCRETE SIDEWALK CHECKED BY: AMY HEAD CREGKIM/ APPROVED Sr. (TYP) JIM GIBSON STAA1PED BY. JIM GIBBON HORIZONTAL S : 1 " =30' -0" SEE SHT SD -03 FOR WRTICAL SCALE: NIA o DETAIL I } M RETAIL '108 N. 1290A1 BY: Data: MAWNG RUE Na 129H1SP01.d Development Services EOgineer DRAWNO Na APPROVAL EXPIRES: SP-01 BLDG SHEET NW 2 rc 16 I 7,800 SF a 5 60' w o N:590320.28 , 115.7 a _ — — E: 1118745.41 -- ---- - ` k - _-- -- -- S 882349' E— V NNW 40.2' IN N � YELM AVENUE STATE ROUTE 507) O W� 5 E 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 3 EXCAVATION. (1112.25' PLAT) 14' AREA FOR 'URNITURE BLDGS SEE 4,560 SF nr con, I SD- 3 DETA L 31_ 4 SEC 29, T 17 N, R 2 El WM -- 12.2' I 609.85' CALL. 197' (610.13' PER R.O.S. 3595810) N•590742.88 LSTORE TURE I I E1119370.02 I 00 SF ' I EXISTING / STORMWATER I INFILTRATION POND W N U a < � N m o 395.94' CENTERUNE PER XS.D.O.T. - MONUMENTATION MAP JCT. SR 510 TO RAI n HB I S RD VINNITY nATFn EX. WPM LEGAL DESN } N 01'41'24'E 9.40' ' S 8878'36' E 216.58' off - I/ N: 590313.35 0H►►/ LEGEND: (z ASPHALT I CONCRETE w a w s w SITE DATA: I OWNER: RICK CHRISTENSEN Q 11915 CLEAR LAKE RD S EATONVILLE, WA 98328 360 - 458 -3602 OA SITE ADDRESS 10602 106TH AVE SE R YELM, WA 98597 R ELL," PARCEL NUMBER(S): 64303400501 - 64303400502 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 ZONING C -2 P: 36MU -1465 F: 360352.1509 W W W.SHEACARRJE WELL.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 lJ.l EXISTING RIGHT OF WAY 0.63 ACRES 9 6TH AVE SE TO BE DEDICATED TO CITY) ui ICAL AREAS 1.80 ACRES Z PARKING REQUIREMENT'S Z Z W J O 1 STALL PER 250 SF FOR RETAIL Q X f- 1 STALL PER 400 SF FOR FURNITURE Q NO STALLS REQ FOR STORAGE AREA = d m V Z INSIDE FURNITURE STORE I,,,, w _ TOTAL PARKING STALLS REQ. 172 O z W W Q TOTAL PARKING STALLS PROVIDED 176 Q Z 10,500 SF COMMERCIAL BLDG J H PARKING STALLS PROVIDED 27 W Q N PARKING STALLS REQUIRED 42 H d Y V Y 7,800 SF COMMERCIAL BLDG N W PARKING STALLS PROVIDED 33 W PARKING STALLS REQUIRED 31 w 21,600 SF FURNITURE STORE L) PARKING STALLS PROVIDED 68 PARKING STALLS REQUIRED 54 11,140 SF EXISTING RETAIL BLDG PARKING STALLS PROVIDED 48 PARKING STALLS REQUIRED 45 3 VS'ONAL w BASIS OF BEARING e•� N 0157'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN N y aE ww a R6L SwE F MT. 9 ACEOIDEIO.T WASHINGTON STATE PLANE COORDINATE SYSTEM U SOUTH ZONE (NAD 83/91) Q � DRAM BY L HURTADO CADO OIECKED BY: N JIM GIBSON CHECKED BY: AMY HEAD 395.94' CENTERUNE PER XS.D.O.T. - MONUMENTATION MAP JCT. SR 510 TO RAI n HB I S RD VINNITY nATFn EX. WPM LEGAL DESN } N 01'41'24'E 9.40' ' S 8878'36' E 216.58' off - I/ N: 590313.35 0H►►/ LEGEND: (z ASPHALT I CONCRETE w a w s w SITE DATA: I OWNER: RICK CHRISTENSEN Q 11915 CLEAR LAKE RD S EATONVILLE, WA 98328 360 - 458 -3602 OA SITE ADDRESS 10602 106TH AVE SE R YELM, WA 98597 R ELL," PARCEL NUMBER(S): 64303400501 - 64303400502 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 ZONING C -2 P: 36MU -1465 F: 360352.1509 W W W.SHEACARRJE WELL.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 lJ.l EXISTING RIGHT OF WAY 0.63 ACRES 9 6TH AVE SE TO BE DEDICATED TO CITY) ui ICAL AREAS 1.80 ACRES Z PARKING REQUIREMENT'S Z Z W J O 1 STALL PER 250 SF FOR RETAIL Q X f- 1 STALL PER 400 SF FOR FURNITURE Q NO STALLS REQ FOR STORAGE AREA = d m V Z INSIDE FURNITURE STORE I,,,, w _ TOTAL PARKING STALLS REQ. 172 O z W W Q TOTAL PARKING STALLS PROVIDED 176 Q Z 10,500 SF COMMERCIAL BLDG J H PARKING STALLS PROVIDED 27 W Q N PARKING STALLS REQUIRED 42 H d Y V Y 7,800 SF COMMERCIAL BLDG N W PARKING STALLS PROVIDED 33 W PARKING STALLS REQUIRED 31 w 21,600 SF FURNITURE STORE L) PARKING STALLS PROVIDED 68 PARKING STALLS REQUIRED 54 11,140 SF EXISTING RETAIL BLDG PARKING STALLS PROVIDED 48 PARKING STALLS REQUIRED 45 3 VS'ONAL BASIS OF BEARING e•� N 0157'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GP62. aE ww a R6L SwE F MT. 9 ACEOIDEIO.T WASHINGTON STATE PLANE COORDINATE SYSTEM PROJECT ENM /MCH: JIM GIBBON SOUTH ZONE (NAD 83/91) DESIGNER: JIM GIBSON VERTICAL DATUM DRAM BY L HURTADO CADO OIECKED BY: NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A JIM GIBSON CHECKED BY: AMY HEAD CREGKIM/ APPROVED Sr. FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S-82-E/ "f FROM S.E. CORNER OF ( / ) TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 JIM GIBSON STAA1PED BY. JIM GIBBON HORIZONTAL S : 1 " =30' -0" WRTICAL SCALE: NIA DATE: APRIL 2009 APPROVED FOR CONSTRUCTION '108 N. 1290A1 BY: Data: MAWNG RUE Na 129H1SP01.d Development Services EOgineer DRAWNO Na APPROVAL EXPIRES: SP-01 - SHEET NW 2 rc 16 I A B C D E F G H SEC 29, T 17 N, R 2 El WM m 30' 0 30' 60' SCALE: 1' =30' o Scale FEET N 0 64303400400 f. ' \ \ SHONE FIELD OL FENCE ARG 5 E E FEET YELM CREEK APARTMENTS WIDE W/ OLD BARB WIRE FENCE LLC BARBED WIRE FENCE.. SD 40.2' 1 I I w x 3 x x x N 8823'51" W (171X25 PLAT) o 7112.03' CALL. x ) x �— x BARBED WIRE FENCE x-_._ -- —I 1 - �— x - x x x� x x x x �- X 1 w / N 88'23'57" W � \ 609.85' CALL. o - -- a N / (610.13' PER R.O.S. 3595810) STONE 11-D FENCE 5 To 11 w w -- '348- _ FEECEWD W/ OLD BARB WIRE « END 5/8" ROF LIE CAP / — — — — — \ Fry t \ O.P SOUTH OF LINE — s /16�o/LS# 27195 - \\ A.P.N. 654303400501 / 1 RM AT / OAR a I o m 1 L,F- P� LII, / ��� �/ ELL Moo oM o PU40 2102 CARRIAGE DRIVE, OLYMPIA, WASHINGTON 9902 II / F: 300-352-1 09 g ME / I I / I I I / WWW.SHEACARRJEWELL.COM I �. d STORM CATCH BASIN STORM CATCH BASIN 3 m RIM = 348.97 F GGC R I.E. = 347.07, 12 "PLAS. . ( SE I I / /hIN RIM 350.00 I < I.E. = 346.98, 1YPLAS SW I.E. = 347.99, 10 "CONC. (N)I o I.E. = 348.13, 8 -GONG. (S) ` / I. = 346.98, 12 °LP. (NW) / I ' I / / n N / — — sss STORM CULVERT I ? I.E. = 346.70, 72 ADS a m ¢ O Z Z W J CONC. WALK s ' / — I/ // "� i-- �n ~ x C7 s s s s s - - -- — (� � F LV 3 - -- ---- vn,. -- _ -- S----- s----- s----- s---- -s - -,. �-� �. —_ —�qa I U W a wg 19 WD� W W ----- W ----- w W -- - - -- ----- 1 -- W -- -w - -- W--- -- w - - - -- W-- - - -W- O - - -- - - --- _W-----W-----w----- '�'� STORM CULVERT I Z _ GONG. WALK \ /'- LE. = 346.72 -- —360 U w 352 —.__'\ ? I U� _i �� 12"ADS STORM CATCH BAST / �__ -� •� _ ` _ _ wr_____Ly_____yy__. -__Vy �Opy_____wr_____yV / I i �jJ W RIM = 350.06 I.E. = 348.04, 8 "CONC. N / STORM CULVERT j STORM CATCH BASIN I J O LE. = 347.22, l-s /O i I.E. = 348.11, 10 "I.P. (W) \ \ 12 "ADS ,�'\ i i RIM = 348.84 ( ) �❑` Ji Y� LE. = 346.88, S. (5. NW LE. = I \ i 346.79, 12 "PLAS. (SE) / \ %J \ (°n STORM CATCH BASIN RIM =348.51 LE. = 346.60, 12 °PLAS. (NW) LE. ' 1 346.65, 12 °PLAS. (S) STORM CATCH BASIN RIM = 349.14 i = 347.27, 12°PLAS. (N) I. = J i i SEAL 347.27, 12 °PLAS. (S) o i o � � LOT 5 � � � ; � z � YcLM i i • FHOCK rLGCD �pWARp 54 F / ,.;I,1JIV �' �' icy De Wash � _ 1 Ip STORM CATCH BASIN / THE 100 YEAR FLOOD Py,N IS / 9 - a RI = 34962 tz "PLAS. ( N SHOWN BASED ON THE' A MAP ' 11. ) I - E PLAN DATUM IS HIM COD IRUC110M i' OeQ� e`P p�,S gFGam�o Eo �,ti2 AL THEREFORE 3.47 "GREA THAN FEMA �``e`e'o StON q s /I ti MAP. THEREFORE TH FLOOD PLAIN \ \ I I ELEVATION SHOWN IS 5.42 354 — \ \ / l / / 5e BASIS IOFFOBe nAiRINGUNE OF THE \ \ 3 \ X / NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 ATM IICH AND GPS2. F ME I W. SXE AO a y PROJECT ENGR /ARCH: / S 8.23'49" E �, WASHINGTON STATE PLANE COORDINATE SYSTEM JIM GIBSON -- -- -- — — — SOUTH ZONE (HAD 83/91) JIM GIBSON Y��. \ , S 88.18'36" E / DRAMN BY: _ �A^' ' 216.58' i LHURTADO OR H�-��-� -.,GIi 395.94' �'-- — _ q6 ' �_ c _ _ 3 _ _ VERTICAL DATUM ME CHEMED BT $ — _ CONC. CURB !� pR. _ _ _ _ _ _ NAW 88 JIMGIB80N / CHECKED BY: -Ak �_ _ _ \ — THURSTON COUNTY PUBLISHED BENCHMARK / 784A AMY HEAD _ I — —� — OH JIM GIBS APPROVED BY: YELM AVENUE (STATE ROUTE 507) \ N m 41'24 °E - — — — _ _ _ _ FIVE CORNERS. YT3M AVE. BALD HILL ROAD g CREEK STREET. POINT ME pI�/ A 9 « STORM CATCH BASIN — T — — — _ _ — _ 9.40' E.P. — — — FALLS IN CENTER OF SIDEWALK. (S -82 -E/ i) FROM SE CORNER OF JIM GIBSON RIM = 353.06 IS CATCH BASIN _ i I.E. = 350.77, 12 "ADS (N) RIM = 350.39 S. LINE, LOT 5, BLOCK 34, - -� - — -�-- -- — _ — _ / _ _ TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. RanzONrAE w,u,E: W I.E. = 350.81, 12 "ADS (W) LE. = 347.98, 12 "PLAS. (Nw) McKENNA IRRIGATED TRACTS ELEVATION = 359.66 V= 30' -0" VERTICAL SCALE: o CENTERLINE PER W.S.D.O.T. ' WA E MONUMENTATION MAP JOT. SR 510 TO — DAR` APRIL2009 a V CALL BEFORE YOU DIG MAI n Mu s Rn VICINITY nATEn ` APPROVED FOR CONSTRUCTION oe N« �¢ Hzsa -01 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL DRAWNG FlLE N. w UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND BY: Date: DRANIN -Development Services 8vgineer DRAWNG Na w« 3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY APPROVAL EXPIRES: i EXCAVATION. SHEET N °` 3 18 30' 0 SCALE: 1' =30' Scale BARBEWIRE FENCE N 88'2351'N W FIND 5/8" REBAR W/ CAP - 0V SOUTH OF LINE RSWIFT L5' 27195 9/18f07 � I� I, if a , °oz y I / 8X � � m mIdµ I al I I is CONC. NALK / Df w ----- w w! 1 E5 c cn _—. CONC. WALK K 5z C 30' 60' FEET N -- -- --STONE PEID FENCE 5 TO IET `W1DE W/ OLD BARN WIRE FENCE 02' x X X 11 / 25 F 0 1 om o< I, o� I w j V p N. i /N SEC 29, T 17 N, R 2 E, WM 64303400400 YELM CREEK APART RETAIL �—J BLDG " ; INSTALL STABILIZED / RED CONSTRUCTION PLEB ENTRANCE ucTERIAi. SEE DETAIL SHT. EC -02 V. P1h; �-A J WATER SYUB I" DOMES SEWER yg TIER SIUB CMSON ��. � I T 5. 5 5- S I W �vt Jr n W ,W / W - - - -T BENTS I x _ FURNITURE STORE q. •z1 I t RETAIL m E LINE OF IHE W. BLDG ` Eli 387.20' E s V —. I EEO M ;354 - \ �— f > X '��h�---� x . .. o INSTALL STABILIZED (TYP) \ o m _- CONSTRUCTION '- {- R RLI WD W/ aL0 EARN mRF _ ENTRANCE i ' Wx e MAIN EASEMENT E_R a.EN. SEE DETAIL o SHT EC -02 CLEARING LIMITS 1 1 --_ - / • - -� -S 8 ?349' _— (TYP) — a I CONC. WFE ❑ -- �� YELM AVENUE (STATE ROUTE 507) 0 BENTS I x _ FURNITURE STORE q. •z1 I t RETAIL E LINE OF IHE W. BLDG ` Eli 387.20' E s V —. I EEO M ;354 - \ �— f > X '��h�---� x . .. CLEARING OMITS Z (TYP) \ _- '- {- R RLI WD W/ aL0 EARN mRF _ / - i ' Wx e MAIN EASEMENT E_R a.EN. WFLK CLEARING LIMITS 1 1 --_ - / • - -� -S 8 ?349' _— (TYP) — a I CONC. WFE ❑ -- �� YELM AVENUE (STATE ROUTE 507) 0 { E r 6 jl INSTALL INL�f I / k CALL BEFORE YOU DIG IIMENT P �/ k SEE DE * S S� EC -02 (TYP) ' I I THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 12 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 11 � UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND o LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY en EXCAVATION. BENTS I x _ FURNITURE STORE q. •z1 t I t V I EEO M X14A E f > X '��h�---� x . .. '- {- R RLI WD W/ aL0 EARN mRF / - -vat CLEARING LIMITS 1 1 (TYP) INSTALL SILT FENCE AA��/DIREC F B BY ENGINEER OR INSPECTOR / „ SEE DETAIL SHT EC-02 � { { jl INSTALL INL�f I / k IIMENT P �/ k SEE DE * S S� EC -02 (TYP) ' I I 11 � i i- M 4- 71 ALL INLET SEDIMENT TRAP ASI (NECESSARY OR AS WEATHER DICTATES SEE DETAIL SHT. EC -02 �\ i , \J"�� i'v.,;____ vl - - - / -W- w✓ T p� I 3 � CONTRACTOR TO SAWCUT AND 9 / REMOVE 1 FOOT OF EXISTING I ASPHALT BEFORE MATCHING NEW INSTALL INLET SEDIMENT µ ASPHALT i 1 PROTECTION TO PROTECT( EXISTING SYSTEM (TYP) V 'I s � I - ----- -_ - - -= r A LINE, LOT 5 BLOCK +4, / Y`,"' -- +ICKFNNA IRR! ATED 'LRA'Ts_1 I ' /iE't/P Ot E & '-.E6RAPH , / LAAM(N' PER a, N 5R37R2 X71 S 88'18'36" E 21,,,,')8' r 1 ' ✓,RIGHT_( PI I Y CONWYEL Tfl WCn LEGEND: STABILIZED CONSTRUCTION ENTRANCE INLET SEDIMENT PROTECTION SEDIMENT TRAP CF--0— SILT FENCE — CLEARING LIMITS - - - - -- SAWCUT NOTES: 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP VIA INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID ROWS 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 & 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 0157'11' E FOR THE WEST LINE OF THE NORTHWEST (IUARTER 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. YEW 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: a w O U F}- CJ w a 0 N w 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: 3803524465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM L Z J IL 0 N LL I-- w X Q P NU? H w y wa�C I— O C V:> W Lu 42910 no a691W AT R91. SCAlE IF W. 5C•lF AaUa51QY ell* P EC -01 4 — 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 ROWS 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 & 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 0157'11' E FOR THE WEST LINE OF THE NORTHWEST (IUARTER 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. YEW 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: a w O U F}- CJ w a 0 N w 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: 3803524465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM L Z J IL 0 N LL I-- w X Q P NU? H w y wa�C I— O C V:> W Lu 42910 no a691W AT R91. SCAlE IF W. 5C•lF AaUa51QY ell* P EC -01 4 — EROSION CONTROL NOTES: SILT FENCE 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TO(;L1HER 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 WADE AND 12 INCHES DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS THE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 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 STALL 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 TIRED 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, MUWN 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 STALL 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 3 OF ADJACENT BLOCKS SIALL 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 WRE MESH WITH 1/2 -INCH OPENINGS 3. PILE STORE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS USE 3/4-TO 3 -INCH GRAVEL. 4. PLACE WRE MESH OVER THE DROP INLET SO THAT THE WRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WTH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PLACE FILTER FABRIC OVER WIRE MESH. 0 5. PLACE 3/4 -INCH GRAVEL OVER THE WERE MESH. THE DEPTH CE STONE SHALL BE AT LEAST 12 V INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES b 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. jA 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. 5 ° 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES ODE SHALL WEIGH AN AVERAGE OF 1.2 LBS/UNEAR YARD. IT MUST BE SO APPLIED I THAT IT IS IN COMPLETE CONTACT WITH THE SOIL 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL NTH NO. 11 GAUD: WRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES 1. SEED AND MULCH SHALL BE APPUED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. a T 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. 8! < CHECK DAMS: g 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM s DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CDNSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK a w MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROC( 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 E 5 iz CALL BEFORE YOU DIG wo THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND g PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND =g LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY .2 EXCAVATION. SEC 29,T17N,R2E,WM EROSION CONTROL NOTES- cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -UNED 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 DE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCM, L MATERIAL SHALL BE 4" TO 6' QUARRY SPALLS AND MAY BE TOP- DRESSED NTH 1' TO 3' ROCK. (STANDARD SPECIFICATIONS). 2. THE ROC( 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 OUTUNED 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 FACNTIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OF -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 C105AC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESSAGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSON/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 REWIRED. 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 4g 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 (F G., PIPES, UNDERGROUND UTIUTY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REWIRE THAT: A NO MORE THAN 500 FEET OF TRENCH ON A DOWHSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIMF. 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 ADVERSITY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES 14. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT UMITED TO ROADWAY EMBANKMENTS, 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 WTHIN 30 DAYS AFTER FINAL SITE STABUZATION 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. / INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT 310N6 W ,Cf ' FILTER FABRIC UNDER QUARRY SPALLS / PER SPECIFICATIONS THIS SHEET 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 H REFERENCE: BMP AR STORMINATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON2001 C705 DATE: 02M STABILIZED CONSTRUCTION ENTRANCE FRAME - - OVERFLOW BYPASS a \ i SEDIMENT AND DEBRIS GRATE GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS CROSS SECTION - - - NOT TO SCALE SYSTEM BYPASS ISOMETRIC VIEW NOTTOSCALE I'I REFERENCE: BMP AR STORMWATER DRAINAGE MANUAL FOR CRY OF OLYMPIA, WASHINGTOM2181 C220 � , STORM DRAIN INLET PROTECTION W/ CB FILTERS JOINTS IN FILTER FABRIC SHALL BE SPUCED 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 WARE 2*x2'xl4 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED Ao 0 (V I� II a lb u BURY BOTTOM OF FILTER _ MATERIAL IN 4'X4' MIN TRENCH 4'x4' MIN TRENCH, PROVIDE 6' -0' MAX t 3/4' TO 1 -1/2' WASHED POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED ROCK OR NATIVE BACKFILL 2'X2' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT REFERENCE: BMP AR N S ORMWATER pRAINAGE MANUAL FOR CRY OF OLYMPIA, WASHINGTONf2001 0233 DATE: SILT FENCE 0212007 T SURFACE AREA DETERMINED AT TOP OF WEIR 4 MIN. I' MIN. OVERFLOW 1' MIN. G 1.5 MIN. FLAT BOTTOM 3/4'45' /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 H REFERENCE AR STORMWATER DRAINAGE MANUAL FOR KING COUNTY, WASHINGTON DA's 07RW8 SEDIMENT TRAP APPROVED FOR CONSTRUCTION BY: Date: Dcvelopm t Services Engineer APPROVAL EXPIRES: s g U w 0 s w . a r� 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360,352-1465 F: 360.=4509 W W W.SHEACARRJE W ELL.COM co) W _.1 co) Q � LLI Z XQO 20Z Z L N = W 2 Z YUw W � F- U DINE INCH AT HAT, S F W. BCAIE AL>bBNBY EC -02 5 60' o 31Y 30' SEC 29, T 17 N, R2 E, WM m SCALE: 1' =30' Scda FEET iv _ E ._ MoE vu/ on Baee ARE FENCE _ BARBED ARE - -X _- -- x - x _. x -� 3a9'oo a .k 3a &� 1112. 5' PLAT) \ -� � -_ ..�• li L �- i t\ �� I'�eaRBEO MIRE f 111 it \ PROPOSED CONTOUR GRADING LEGEND: X x _ N 88'23'51 W �-- -_ ' -� -- / \ CE �f - -x-x- - - EXISTING CONTOUR x x- x x FENCE x -- `' -- \ \ z 1 - - - \- x 1 -- x - - - - - - - RIDGE LINE g R GRADE 392.00 609.85' CALC. PER R.O.S. 3595810) 1 STONE FIELD FENCE 5 T° 11 J TOP CURB I^ I I I I O 752 351.78 $2011 n _ _ _ _ FEECFWIp� W/ OLD BARB ARE 350.0 � a END 5/8" REBAR W/ CAP I : 35z.m `t/ ' 351 0 352.80 - - - - - - - 349.5 o 0.1' SOUTH OF LINE I I / - _ - \ f \ BOTTOM CURB w R.SWIFT LSq 27195 I 351,9 351.9D FURNITURE _ _ - -- 9/18/07 35, eo 35,.78 351.78 v STORE i i I vv FLOW ARROW W -TT `� FFE = 352.00 336'3 1 SPOT ELEVATION 1.4o z 351.40 e 351.40 / / 391.29 3983 35190 / I I I •_ •. 3130 _. � 3990 35,.4o II I / // /1 GENERAL GRADING NOTES: I I 39,.40 • ? 39,.2 .:.� D -• � .; .. _ _ • . o, I / / / RETAIL J51. 160 1.24 r / OAHR 3.70 / / / 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SLOWER ON .7) 351.. a .7a .24 1 I / / / / THE EROSION /EDIMNTATION CONTROL PLAN (EE SHTS EC -01. BLDG 35,90 3,.78 _ 2, 2a 35118 - - / I I I EXISTING / / THROUGH EC -02 SHALL BE CLEARLY FLAGGED BY A CONTINUOUS E 080% 351..24 0 INFILTRAION r/ LENGTH OF SURVEY TAPE (OR FNGNG IF REQUIRED) PRIOR TO FFE 352.00 3s1.00 35,65 t1. POND r / 2102 CARRIAGE DRIVE, / e 1 35154 351.00 1 I / / / / / ANY CLEARING OR GRADING. DURING THE CONSTRUCTION PERIOD BLDG. H, _ So so- 5 �`� O.90R 35174 I / / NO DISTURBANCE BEYOND THE GRADING CLEARING LIMITS SHALL OLYMPIA, WASHINGTON 98502 o .W / S° 075 I I 2 / / I I GRADING/ CLEARING 360452-1465 cP ` I o / / SE PERMITTED. THE GRADING/CLEARING LIMITS STALL BE F: 350-M4509 o0 / 35130 v I I " l J j 1 MAINTAINED BY THE CONTRACTOR/TESC SUPERMSOR FOR THE WWW.SHEACARRJEWEU.COM - 1�/ - /� 1 / e �1' 3 v // / J / 11 DURATION OF CONSIRUCTION. �1>8 351 4 0rE 35zo _ / - / / l j w 3 / / 2 THE IESC FACILITIES SHOWN ON THE EROSION/SEDIMENTATION 39128 39130 351,30 y .24 RIDGE LE YELM m CONTROL PLAN (EE SHTS EC -01 THROUGH EC -02) MUST BE 351.65 ,. 35.24 ,• _ IN I ) / ~ z I 5194 35,90 CREEK m CONSTRUCTED PRIOR TO OR IN CONJUNCTION N1TH ALL CLEARING \ m FLOOD GRADING P H EN TO ENSURE NO TRANSPORT OFSEDIMENT TO SURFACE WAS n TV 351.80 PLAIN DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. 39149 351.t5l 1.55 \ I 6" PVC 351.78 /J c�^ t'� 351A0 351.40 51.241 g OjS.A 1.30 6, Pv s7uB 3st.ze / \ 4 S0 '�.�- s° � j / I / I 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO `Isp \ \ 351.80 3Jrr7. 1� - - -- 35 o I / / o ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES W �- - - - - .' 051.20 / /-- ° 351.45 I 1ss 35156 0 n / / / / 1 THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET 1 GONG. WALK - - - OX ATER UFLI - X STUB As 'as STUB 1. 135 _t E 1 R N SEASON OR EVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION 0 3s .37 BLANKETS ETC.). Q X Q p 106TH AVENUE S.E,; 5 - - - - -5 -- - - -_ _S ___S___ I ss FM S0 2 = _ - _ - -/ / 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE - - - \ S - -- s - -s -- _ / DB-- -_ w --w -i 'S ---s - - -- -SO= - - - -`� \ IN PRIOR TO Y CLEARING OR GRADING a" L%Z_ - -- w- - - -w- w- -- -w - - -- w -- -w - -- QATERL)NE \\ s0 g, TRASH T / 1\ ASSOCIATED WITH THE ROJECT AND MAINTAINED FOR THE so__t_ - 1 w w w / - - -- - - --w - -w - -- "" ,so 51.50 351 H \ DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS LU W to 50 3 CONIC. WALK - ` s, ENCLOSURE_ _ �0 -- 11 I \ WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED Z W 3 -1- 35 \ ti AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. I' DDI sE s WATER STUB 65 °% - - 350.2 SON ATCH EX , . / I - , N V J 9902 zi I \ 5. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 a \ 9.70 9. a - 6" WATERLI / i y \ 49.7 r ==-� -- �LL - -- w- -- --w - -M ---w-= �pw -- -- It--- - -w 49. If - / I I j \ / INCLUSIVE, ALL DISTURBED SOILS SHALL BE STABILIZED WTHIN 48 :' Y � 2.0 .8o 1/ �N MATCH.E% I / \ ' HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES W ` 35.3o s0 34 48 L� " � "' \❑ I / \ SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE LU \ \ 350.45 3aR'98y`` �' Y'ir I I J AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, 1 01 \ 35150 351..30 \ / \ , \ STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS :.: j SEEDING � PERMITS. DISTURBED AREAS SHALL TAKE PUCE AS 351.24 �1 I 3 \ I / / i WEATHER \ \ NOTES: E 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF ` 5\ isi.za 34 / 33 \\ ❑ I / - GROUND UNLESS OTHERWISE NOTED. s \ m o sEa i A 35190 CD ODE was RETAIL E. LINE OF THE W. .+5� o I a % p'v5 s 387.20' LOT 5 BLD6 350.84 350. ¢ I ❑ FFE = 1.40 \ 9. 3 I jl Q> 354 `\ 351.2+ I BASIS OF BEARING TEL / HONE & 1 TELEGRAPH 3 7 35 .. r .�_ ) i `� / E EuENT PER A.F.N. 583702 N 013711' E FOR THE WEST LINE OF THE QL� NORTHWEST QUARTER OF SECTION 29 BETWEEN V \•!�� , �'' 3 .� ' ; THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. ` lj .t ' AIN EA PER A. 43 3 ------ - - - - -- -- ` I i SOUTH ( /) SYSTEM ~ - A WASHINGTON STALE PLANE COORDINATE a CONIC. WALK J MATCH d'y0 _� _ - / ' ONE NAD 63 91 PROJECT ENCR /ARCH: S 88'78'36" E F WT. SPINE Nommly S 8823'49" E ATCH - wv I _ _ - - I ,.' _ 216.58' JIM GIBSON ER: - 395.95' - - - -349 , CONC. cue ❑ - VERTICAL DATUM JIM GIBSON y O NAVD 88 LRHURTADO _ _ THURSTad COUNTY PUBLISHED BENCHMARK / 784A CADD CHECIfEO BY: - 348 -_ -- ---ON- ON \ YELM AVENUE (STATE ROUTE 507_ '� _ s.ao' \ - , JIM GIBSON \ \ -� N 07'41'24 "E , EP - - -/ - - 35' - - _ FIVE CORNERS. YELM AVE. BALD HILL ROAD k CREEK STREET. POINT CHECKED Br: - FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7) FROM SE. CORNER OF AMY HEAD CHECKED/ APPROVED BY: s - - - TRAFFIC SIGNAL BOX, 22 S .W. FROM CENTER OF BALD HILL RD. JIM GIBSON ELEVATION = 359.66 V MPED BY: RIGHT -OF -WAY CONVEYED i0 W.S.D.0.7. PER A.F.N. JIM GIBSON CENTERLINE PER W.S.D.O.T. ; , 8504150149 HORIZONTAL scA1E: MONUMENTATION MAP JCT. SR 510 TO ' - - -�'' 1 " =30' -0" BALD HILLS RD. VICINITY DATED , % 4E NIA SCALE: In A DATE: APRIL 2009 o CALL BEFORE YOU DIG APPROVED FOR CONSTRUCTION mB N. - THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL DRAWNG RU No: BY: Date: 1290-01- cv -otew UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND Development services engineer DRAWING No: LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY APPROVAL EXPIRES: CG -01 yEXCAVATION. 511EET N. ._ 30' 0 30' 60' SCALE: 1 " =30' Scale FEET IV STONE FIELD FENCE 5 TO 11 FEET WDE W/ OLD BARB WIRE FENCE x x BARBED MRE FENCE 40.2' x 35n X x x N 882351" W (1712.25' PLAT) 1112.03' CALC. � 350 I I I 1 \ I 1 I FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS(♦ 27195 I 9/18/07 I 1 I I I I I I I I I I I I I I I I I I I I � I m o� v TILITY TUB I I / I — — 1" DOME \ — _ _ — — � _ _ _ — _,t — ..WRIER STUB — — CONC. WALK _ ------------ 106TH AVENUE S.E., s--- - -S - -- D9 1i� w--- -- w- w- w —i sO___— — - - - -- i-0 1' w-- -- w- CONC, WALK 0 �q _ — 1" DOMESTIC WATER SNB I E LINE OF THE W. s 387.20' LOT 5 a s S RETAIL BLDG SIDE SEWER CLEANOUT (TYP) -6" PVC WATER STUB ....k / \ -s \ \ RETAIL BLDG w SD SEC 29, T 17 N, R 2 E, WM x ARBED WIRE FENCE X x x X —___ X 12.2' x 609.85' CALC. (610.13' PER R.O.S. 3595810) FURNITURE STORE STEP SEWER TANK A: 0 RI CATCH BASIN TYPE 1 SD (TYP) e ao GALLERY EWER R NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM a 4W10 0 2� FGISTEPF' '1 SSrONAL e SOUTH ZONE (NAD 83/91) �L•�� �• VERTICAL DATUM CAARSON V 1° DOMESTIC 86 THU 7HR USTTNN COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS YELM AVE. BALD HILL ROAD & GREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL 80X 22' S.W. W. FROM CENTER OF BALI) HILL RD. ELEVARON = 359.66 � IxrN LT Ru srxE F NUT, :LVE AC035NIN.Y PRO.ECT ENGR/ARCH: JIM GIBSON JG S M GIBB IoM ..1 WATER STUB +` `$ U 8 s ----- S ----- s 2 SS S— s -- CARSON OX SD S s,• SD 8° ATER - - - -w - - -w - - - -� - - - w-- --- �`. � � SD TRASrI STORM DRAIN S• so (TYP) ENCLOSURE — ` SEWER` It SON B °^ `__ RLRdF_____w yy_____w_____yV_____yy QW--- W yil � rn � �N \ , Y o = AQUA SvnaL=7 3 I (rn') / a3 � I SEWER TANK: \ (�) \ m GREASE INTERCEPTOR -y (TYP) a _ I I , •�� INFILTRATION I 3 I I \TRENCH I \ I I � � ' WATERMAIN EASEMENT PER A.F.N. 30543 F CONC. WALK J Hyo _ 350-- �+ S 8823'49" E 395.94' _ ►�- - - -_ -.l (£EPTION PER LEGAL DESCRIPTION YELM AVENUE STATE ROUTE 507) _ N Dr41'24'E CENTERLINE PER \ —�` — s MON MENTATION MAPDJOT. SR 510 TO BALD HILLS RD. VICINITY DATED I � 9/22/00 BY BILLY R. MUMMA P.L.S. N 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 .3 EXCAVATION. ff y CATCH BASIN TYPE 2 (TYR) I I X x -- �S70NE FIELD FENCE 5 TO 11 FEET 111E W/ OLD BARB WIRE FE(JCE 1 1 / TE HONE 7�S , E EMENT i 88'18'36" E OH - EN — m, M. N O- 4 I N' e a C OH 35' RIGHT -OF -WAY CONVEYED TO W.S.D. 8504150149 LEGEND: ----- SO -- - - - ED - EX STORM DRAIN z SD PROPOSED STORM DRAIN � 0 FLOW ARROW ❑ EX CATCH BASIN ❑� CATCH BASIN TYPE I W CATCH BASIN TYPE 2 w AQUA SWIRL Q Oco SD CLEANOUT O INFILTRATION GALLERY H RIP -RAP ENERGY DISPERSAL PAD OARMELL 2102 CARRIAGE DRIVE, ----- w- - - - -w— EX WATER LINE BLDG.H, OLYMPIA WASHINGTON 98502 (�) D9 EX WATER VALVE /SYMBOL P: 380352 -1485 F: 360352 -1599 WWWSHEACMUEWELL.COM w WATER LINE o BACKFLOW PREVENTER FIRE HYDRANT Q FOG • POST INDICATOR VALVE - H GATE VALVE W `z _E 14 TE BEND WITH THRUSTBLOCKING to E END CAP Q o TAPPING SLEEVE IL X JQ O FDCCV1 SPRINKLER DOUBLE CHECK VALVE V Z ----- s- - - - -s— EXISTING SEWER FM W W aiQ SEWER SERVICE LINE J • SIDE SEWER CLEANOUT Y U W 0 0 D 0STEP SEWER TANK W Lu El GREASE INTERCEPTOR V BASIS OF BEARING N 0137'11' 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 a 4W10 0 2� FGISTEPF' '1 SSrONAL e SOUTH ZONE (NAD 83/91) �L•�� �• VERTICAL DATUM 86 THU 7HR USTTNN COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS YELM AVE. BALD HILL ROAD & GREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL 80X 22' S.W. W. FROM CENTER OF BALI) HILL RD. ELEVARON = 359.66 � IxrN LT Ru srxE F NUT, :LVE AC035NIN.Y PRO.ECT ENGR/ARCH: JIM GIBSON JG S M GIBB IoM ..1 JIM AYHIL LUIM « APPROVED FOR CONSTRUCTION ZB N 1290.01 ORAWNG FIM Nu BY: Date: 1290 -01- LIT -01ad DevelGpvrent Servim Engineer ORAWNG Na APPROVAL EXPIRES: UT-01A -_ SHEET N. 7 K 30' 0 30' 60' SCALE: 1' =30' Scale FEET N x x BARBED MRE FENCE x X x N 88'23'51 "' W "BTU - I FND 5/8" REBAR W/ CIP� 0.1' SOUTH OF LINE R.SMFT LS# 27195 9/18/07 i Jmg w aM i CONC WALK 106TH AVENUE D2 w---- w-- --w- 0- o N a m o� I I 3I �I �I of s IV S I I 5 m ------ - - - - -- a J OH �+ GONG. CURB a z� C ODE W/ OLD BARB WIRE FENCE x � 40.2' + (1112.25' PLAT) 1112.03 CALL. �JK #+ b Q 1 RETAIL BLDG INSTALL ROOF DRAIN CLEAN OUT 3' OUTSIDE BUILDING. LOCATION TO BE VERIFIED WITH BUILDING PLANS .1 •JK #3 5' Pvc WATER STUB 1" DOME PC �,�s EWER p WATER STUB CARSON II S _____S___ _ S L --- S_S ----- S_2'SSSFM____S ----- - _�Y____TyY__ _W, ___ yY_____Vy ----- w --- 8° ATERLINE vN ----- W---- -vN-- ---w -- 0 88'23'49" YELM AVENUE (STATE ROUTE 507) E; O N Oj5L y, z N 18 E ir5 r & CALL BEFORE YOU DIG ..o THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND Q 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. a 5z INSTALL - OBSERVATION WELL PER DETAIL - SE SHT SD -03 (TYPE 2) e� CB SEC 29,T17N7 R2ElWM ARBED N7RE FEN \ 1 x x CE x x- x 12.2' x x -�- x- x 509,85' CALC. (610.13' PER R.O.S. 3595810) �SIGNF FIELD FENCE 5 TO 11 FEET CE OE W/ OLD BARB MRE I FURNITURE JK - INSTALL ROOF DRAIN CLEAN STORE INSTALL ROOF DRAIN CLEAN OUT S OUTSIDE BUILDING. OUT S OUTSIDE BUILDING. LOCATION TO BE VERIFIED LOCATION TO BE VERIFIED WITH BUILDING PLANS WITH BUILDING PLANS / -.'°• INST 6 LF 12' ADS 0 0.50% 60 LF 12' ADS 0 0.50% OBSERVATION I 42 12' ADS PER DETAIL 0 0.50 %� CB /4 SE SHT SD-03 TYPE 2) • CB /.9 CB B5 IE 348. 22 LF 12' ADS • 0 0.50X 22 LF 12' ADS O 0.50% 12' PIPE OUTLET - gp LF X2' ADS 60 LF 12' ADS 0 0.50% N=590564.37 •) CB #6 .. % _ In E= 1119195.63 tARSON 10 LF 12 ADS 0 0.� 9D 3 iY 3 3 3 3 5p - SD- S CB ADS 0 1.0% --- w ----- w ----- w--��w"` w- - - - -w� LOCATE EX 1 TO FIELD LOCATE EX tY SD QU AND CONNECT TO CB� APPROX LOCATION IS N= 590527.80 E =11189 N I N • ..l '- 395.94' Bd-- -L - -- - (£EPTION PER LEGAL D14 N 01'441'2'24 9.40' S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 0 m STORM DRAINAGE CB CB 11 TYPE 1 15 LF 12' ADS 01. RIM = 351.00 INSTALL ROOF DRAIN CLEAN 15 LF 12' ADS 0 OUT 3' OUTSIDE BUILDING. IE= 349.20 (8'W) - LOCATION TO BE VERIFIED 12' PIPE INLET - WITH BUILDING PLANS. CB. 110 AQUA SWIRL AS-3 RIM= 351.00 = 46.18(12') IE= 348.62 (12' E) N= 59046 8.71 E =11159 IE= 348.62 (6' N) 4 SX120' INFILTRATION TREE N= 590648.53 E= 1118983.01 SEE DET ON SHT. SD-02- CB #3 TYPE 1 CB /11 TYPE 1 /IRIM RIM = 351.54 RETAIL IE =34&32 (12' E) BLDG N= 590646.92 E= 1119041.99 N= 590533.24 E= 1118984.17 88'23'49" YELM AVENUE (STATE ROUTE 507) E; O N Oj5L y, z N 18 E ir5 r & CALL BEFORE YOU DIG ..o THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND Q 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. a 5z INSTALL - OBSERVATION WELL PER DETAIL - SE SHT SD -03 (TYPE 2) e� CB SEC 29,T17N7 R2ElWM ARBED N7RE FEN \ 1 x x CE x x- x 12.2' x x -�- x- x 509,85' CALC. (610.13' PER R.O.S. 3595810) �SIGNF FIELD FENCE 5 TO 11 FEET CE OE W/ OLD BARB MRE I FURNITURE JK - INSTALL ROOF DRAIN CLEAN STORE INSTALL ROOF DRAIN CLEAN OUT S OUTSIDE BUILDING. OUT S OUTSIDE BUILDING. LOCATION TO BE VERIFIED LOCATION TO BE VERIFIED WITH BUILDING PLANS WITH BUILDING PLANS / -.'°• INST 6 LF 12' ADS 0 0.50% 60 LF 12' ADS 0 0.50% OBSERVATION I 42 12' ADS PER DETAIL 0 0.50 %� CB /4 SE SHT SD-03 TYPE 2) • CB /.9 CB B5 IE 348. 22 LF 12' ADS • 0 0.50X 22 LF 12' ADS O 0.50% 12' PIPE OUTLET - gp LF X2' ADS 60 LF 12' ADS 0 0.50% N=590564.37 •) CB #6 .. % _ In E= 1119195.63 tARSON 10 LF 12 ADS 0 0.� 9D 3 iY 3 3 3 3 5p - SD- S CB ADS 0 1.0% --- w ----- w ----- w--��w"` w- - - - -w� LOCATE EX 1 TO FIELD LOCATE EX tY SD QU AND CONNECT TO CB� APPROX LOCATION IS N= 590527.80 E =11189 N I N • ..l '- 395.94' Bd-- -L - -- - (£EPTION PER LEGAL D14 N 01'441'2'24 9.40' S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 0 m STORM DRAINAGE CATCHBASINS: CB 11 TYPE 1 CB 19 AQUA SWIRL AS-3 RIM = 351.00 RIM-192.25 IE= 349.20 (12 -E) IE= .O6 IE= 349.20 (8'W) N =5 0604.73 E= 111904&59 N= 590651.65 E= 1118871.42 SEE SHT SO -02 FOR DETAIL CB #2 TYPE 1 CB. 110 AQUA SWIRL AS-3 RIM= 351.00 RIM= 351.30 +, /- IE= 348.62 (12' E) I = 346.67 (12' W,E) IE= 348.62 (6' N) = 590533.81 E= 1118994.154 N= 590648.53 E= 1118983.01 SEE SHT SD -02 FOR DETAIL CB #3 TYPE 1 CB /11 TYPE 1 /IRIM RIM = 351.54 =35120 IE =34&32 (12' E) E= 346.72 N= 590646.92 E= 1119041.99 N= 590533.24 E= 1118984.17 CB 14 TYPE 1 CB #12 AQUA SWIRL AS -2 RIM = 351.00 RIM= 350.00i ,ry IE =34&62 (12' W) IE= 346.33 (12' E, W) IE =34&62 (6' N) N= 590483.36 E= 1118911.43 N= 590645.30 E= 1119101.47 SEE SHT SD -02 FOR DETAIL P�5 CB #5 TYPE 1 CB 113 TYPE 1 RIM = 351.80 RIM= 349.48 IE= 348.11 (12' N,S,E) IE= 346.48 (12'14) N= 590604.94 E= 1119040.84 IE= 346.48 (81'S) N= 590483.82' E= 1118894.93 CB J6 TYPE i RIM= 351.50 CB 114 TYPE 1 #3 IE =34&22 (12' N,W,E) RIM 49.70 RIM=3.33 N= 59058295 E= 1119040.2¢ N= 5905011791 E= 1118825.14 CB /7 TYPE 1 RIM = 351.00 CB i152QU _ 2 -W IE =34&52 (1Y RIM N= 590581.32 E=1119 .72 IE= 344.91 (12' WE) N= 590543.90 E= 1119169.73 CB #8 TYPE 1 / RIM = 351.00 IE= 348.52 (12' E) N= 590584.56 E= 1118981.27 J S 88 r 2 r OH _ r - r E.P. r � I o I rn� M N o- � <I I 1 e = 30'-w VERTICAL SCALE: NIA DAIS: APRIL2009 APPROVED FOR CONSTRUCTION BY: Date: Development Services E'Ngmeer APPROVAL EXPIRES: '10B No 1290-01 r DRAWING Na SD -01 r I i -- off STORMWATER LEGEND: ----- SO -- - - - sD - EX STORM DRAIN SID PROPOSED STORM DRAIN FLOW ARROW ❑ EX CATCH BASIN Q CATCH BASIN TYPE i CATCH BASIN TYPE 2 O AQUA SWIRL aco SO 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 UTILITIES ARE DIAGRAMMATIC ONLY. CONTRACTOR TO VERIFY FOR THESE SYSTEMS VERIFY AND COORDLNATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS. NOTES: 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 BALD HILL RD. ELEVATION = 359.66 u w 0 U U w a 0 N s 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3804524465 F: 3603524509 WW W.SHEACAPMEWELL.COM W Z a XQo w M V z H I- wy w23 ~O2 0 WV> U) w (i I eFC\ 4p1E12 lw V ONE NDI AT R Y F NOT,A ACWIDNIQY = 30'-w VERTICAL SCALE: NIA DAIS: APRIL2009 APPROVED FOR CONSTRUCTION BY: Date: Development Services E'Ngmeer APPROVAL EXPIRES: '10B No 1290-01 DRAWNG RU N. 1290 -01SD -01.d DRAWING Na SD -01 SHEET No, 1 r I 1' a 0 z l a ie Z ?i �w Ei �M E _ S U ^ N i 3t no STANDARD NOTE: Detail) Manhole Frame and Rim elevations to match finished Cover by Manufa(tu grade. HOPE risers can be field 1 ¢ 32" •1 • Please see accompanied Aqua-Swild Pipe coupling • See Site Plan for actual system orientation. 1'2'Flongra by Manufacturer. Riser a 42" Varies Inlet Outlet 16" Max least 3.5 feet ou �Svrl concentrator for the full height of the Swirl J, Baffles IL Llil concentrator (Including fisar) otanding laterally to ridistu bed Data Bel 1• Plan View 68" Arched Baffles Bollards shall be placed around access riser(s) in non-traffic areas to prevent inadvertent loading by maintenance rched 42"—1 e �.•- 11. =11= ._ i =1 1• •IIILIIIIIIII�r' T r -• • • • • • i II =1111.11II• • II II -I ' rc� • • � • • • II =11 =11- •.4.•.s• WW W •ar.•,.IIIIIIILIIII b _�_ Soil I !Bckft Place small amourt or F d u II II 111 1 II 111 1 ==II 111 1 11 III I .II Undisturbed Soil 1 11 II I III I 1I1 I =III I 1I1 I I1I 1 omorete W support and 1 II. 11 =11 II - I. II. II =�IE level manhole Frame. DO Il II =.II II II _,11. =II .II �1 =11 II II ll II- - " - "- NOT allow manhole Frame Traffic Areas tD rest upon HOPE niser. 1 1 1 Section irl Concentrator Model AS-3 CFD Standard Detail SEPARATE BASE INTEGRAL BASE CAST —IN —PLACE PRECAST WITH RISER IL • 3 .' . PIPE ZONE 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 CALUNG THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. FRAME AND VANED GRATE RING AND ODWR ADJUSTMENT SECTION ADJisTIHNT SECTION P SIM (TYP•) BACIRL FOR rE BEDDING 1. NO STEPS ARE REQUIRED WHEN HEIGHT B 4' OR HESS 2 THE BOTTOM O THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE GLEANING 1 THE RECTANGULAR FRAME AND ORATE MAY BE INSTALLED NTH THE FLANGE UP OR DOWN. THE FRAME MAY DE CAST INTO THE ADJUSTMENT SECTION. 4. DIOC(O TS SHALL HAVE A WALL THICKNESS O f MNIMM TO W MAXIMUM. FRONDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OVTSDE O THE PPE AFTER THE PPE IS INSTALLED, FILL IRE GAP WIN "IT MORTAR N ACCORDANCE WITH STANDARD SPECIFICATION 9-04.1 CATCH BASIN DIMENSIONS CATCIH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL to 2/ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4' Ii' 36' 8" 0.23 0.15 54" 4.5' 6 4f 8' 0.19 0.19 60^ 5. 8" 4Hi 6• 0.25 0.25 72^ 61 8' 60' it 0.35 0.24 84^ 8" it 7f It 0.39 0.29 96` 6' 127 84' It 0.39 0.29 PIPE ALLOWANCES PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CATCH S CONCRETE A All C CPSSP W SOLID P PROFILE 48' 2 24" W W. 2 24" 2 27" 3 30" 54^ 3 30' 3 36" 3 30' 2 27" N N. 60" 3 36' 4 42* 3 38" 3 36" 4 42" 72` 4 42" 5 54' 4 42- W W. 4 48" 84^ 5 54' 6 60" 5 54" M M. 4 48" 98' 6 60" 7 72" 6 60' 3 36' 4 48' Cam ow Sim � Po�vthllffie �1�) Starm Sma Pipe (Std Spec. 9- 05.20) ( ®� Std. spec. 9-0.11 2 ) CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20 -00 E STANDARD NOTE: Sr6 shall be desgmet far tre Mkwi"9 mpaates: swirl Treatment Now: 1.1 cfs Swirl SetimeM Storage: 10 Ea Swirl Oil/Debris Storage: 37 gal. • Please see accompanied Aqua -Swid specification notes. • See Site Plan for actual system orientation. Manhole Frame and Rim elevations to match finished Cover by Manufactures 32" OD grade. HOPE risers can be field (See Detail) cut by Contractor. ;WArchedliaffles Pipe coupling by Contractor. 12" long Stub-out Vdfl25 by Manufacturer. – L 12 3/4" OD MAX ' "let cutlet J_ 42" Swirl Inlet/Outle Octagonal Base Plate 60" A 42 38" Arched 42" Baffles Gravel Baddiill Plan View Dmi 46 AA N 12" Bedding Bollards shall be placed around access dser(s) in non- braffic areas to prevent inadvertent loading by maintenance Undisturbed Soil vehicles. � = krtoW Nhpn 'W2 m¢ z N.NNm z• ' (b - " 2" y,.g. f.... . I N�mwo amvma — � I¢.tlflwnlukfiame. CO N01&IWN mMM¢hame m,®tym H"PE rktt. Manhole Frame III, Cover Detail ,,,CI.1..,.1� mumenc rs-z sm For Non - Traffic Areas Only ULW'1RIr7Y Omw" ,ro rtTS Section A -A 120 Da106 Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail 2]33 Ya�-ea ome, 5oas. rnawiwoya ary ma GM1me(Le9 311 -9011 PS (ai3)826 -3v1 U.S. Patent No. 6524973 and otl¢ W1ran[ Partin 1 )r DRAIN INFILTRATION GALLERY DETAIL A -A NOT TO SCALE 1 X -2' WASHED /–SEE GRADE - DRAIN ROC( SEE PLAN MEW 17 L120'x6'xS TRENCH DIMENSIONS 6' MIRAH 14Oi FILTER (OR APPROVED EQUAL) ON TOP AND STIES. MN. 2' OVERLAP. TOP ELEV. 347.00 BOTTOM ELEV. 344.00 INFILTRATION TRENCH DETAIL NOT TO SCALE MIRAR 14OI FILTER (OR APPROVED EQUAL) ON TOP AND SIDES. MIN. 2' OVERLAP. TOP ELEV. 350.00 :biIGl721AM!1xiR. APPROVED FOR CONSTRUCTION BY: Date: De elopmem Services EaAi = APPROVAL EXPIRES: z w g O v U w a 0 s F ' R Z W CO) U) J oW C--a L _ Q G I— IY = LU a W W � LLJ YUw Z 0 Ti Q/" o a• z2 —�i mE I. Ai n61L SCNE FNQSGVEAaaaNeY PR0.ECT FN(M /ARCH: JIM GIBSON DESmNM.. JIM GIBSON DRAWN BY: LHURTADO SD -02 A 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' ROADWAY F1� BROOM FINISH .9_ E MIN L N d v fO j _ I (T/Y4p' CU )RADIUS SURFACING TOP COURSE NOTES: 1. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING. 2. CONCRETE SHALL BE TYPE II PORTLAND CEMENT CLASS 3000. 3. BROOM FINISH SHALL BE PERPENDICULAR TO FACE OF CURB. 4. JOINTS SHALL BE TROWEL FINISHED, AFTER BROOMING. 5. INTEGRAL CURB AND WALK SHALL BE USED ONLY IN ('TN -FILL') TYPE SITUATIONS WHERE NEEDED TO MATCH EXISTING IMPROVEMENTS. CEMENT CONCRETE INTEGRAL CURB & WALK TYPE "A" S x 3' x 8' COMMERCIAL CONCRETE PAD •d: 1 OUTSIDE PAVED AREA SEAL WITH ASPHALT SEALANT 0 t� 0.67' BALLAST-/ 6 0.67' COMMERCIAL CONCRETE a INSIDE PAVED ROADWAY a' MIN ELBOW G s ECCENTRIC REDUCER IF 1014TUNE IS LARGER THAN 4' MIN 4' MW -45' ELBOW $ r ` lq TIGHTU SIZE VARIES g TRENCH BOTTOM BEDDING AS REWIRED a s ROOF DRAIN CLEANOUT NTS a' wr E 5 1 cr CALL BEFORE YOU DIG a $ 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. 1/2' RADIUS (TV) 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. vom�U7—RECESSED HANDLE TYPE COVER VALVE BOX 'CLEANOUT' CAST IN LID SECTION /{4 REBAR, O.C. SEC 29, T 17 N, R 2 E, WM LOADING AREA CONCRETE NTS FACE OF CURB MANUFACTURED WHE 4' WIDE, WHITE PAINT LINES (T 11.:il17E • 1 � '•iI`I e Nn_u`'�ii'n_...�ir�.--3'. ASPHALT CONCRETE NTS 1/4' MINUS 1 - 9• � 8' I r T 9• I 9' I I - 1 PARKING SPACE LAYOUT NTS 6' 1' 6" 2" CLEARANCE (T I� I�— 9" 1 STOP 4 c 4v ° 4 4 • a d d ° a 4' WIDE, YELLOW ° a O P) PAINT LINES O O n O & U 0 N � 0 0 1 - 9• � 8' I r T 9• I 9' I I - 1 PARKING SPACE LAYOUT NTS 2.5' 4" TWO #3 BARS I° SAND D CEMENT k6<UT 1° DEPTH 18" MIN 8° MIN 10" MAX TWO /6 BARS --// PRECAST CEMENT CONCRETE WHEELSTOP NON- SHRINK GROUT SCHEDULE 40 PVC OR ABS FRAME AND GRATE TO SUIT LANDUSE O 0 6' A II 4 a ° 6" 2" CLEARANCE (T I� I�— 9" I 4 c 4v ° 4 4 • a d d ° a 0 0 ° 2.5' 4" TWO #3 BARS I° SAND D CEMENT k6<UT 1° DEPTH 18" MIN 8° MIN 10" MAX TWO /6 BARS --// PRECAST CEMENT CONCRETE WHEELSTOP NON- SHRINK GROUT SCHEDULE 40 PVC OR ABS FRAME AND GRATE TO SUIT LANDUSE O 0 0 O O 0 a 0 0 a O O O n O O � 0 0 O o�O s OBSERVATION WELL NTS EXTRUDED CURB NTS C01TOM Cr RAMP MAY FAYL MAXI 1 /2" W' AT 45 GIs 1+! OF WL 77ER I /z LIP DETAIL NOT-S 1. TAMP TE;XTU214G IS TO BE DON- WIT I AN EXPANDED MFTAI GRATE PIACFD ANC REMOVED FROM WFT CON. TO LEAVE A DIAM3ND PATTERN. T4 _ONG AXIS OF Till DIAMOND PATTERN UTALE 31 PCA'CNDICULAR TO THE OURB. GROOVES. SHALL BE 1/8° DEEP AND 1/4- WIDE. 2 ORR RAMPS SHAII RF POURED AS A SFPARAT JNII -HOM IH= SDIEWALk, AND FROM IH- CJHE. AND ,UTTER, ISOLATED BY EXPANSION JOINT MATERIAL DN ALL SIDES. EXCfFT AT ENC OF RAMP NEXT TO ROADWAY 3. NLETS SHAL_ BE LOCATED SO THAT RUNCFF DOES VOT FLJW PAST THE CJRH RAMP. NO INLETS ARE TO BE 3ET SO -FIAT PEDESTRIANS WALK OV_R OR AROUND IHW NOTE: SEE SIDEWALK SPACING, EXPANSION JOINTS & SCORE MARK DETAIL FOR ADDITIONAL NOTES. 5 AS SEE MIV. TILED P 3(„ DETAIL 1 RAMP SECTION TYPICA- CURB RAMPS APPROVED DWG. 'NO. 'UELIC WORKS DIRECTOR DA-E 4 -12 S-G I S -G I S-G 1 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: W i w U a w s 2102 CARRIAGE DRIVE, BLDG. H. OLYMPLA, WASHINGTON 98502 P: 360462-1465 F: 3603524509 W W W.SHEACARP.JF W ELL.COM a ) O Q X O W muz I— w = W O Lu M Q �! ~Og �a Y. W W O H V N ZONAL ME RM AT FILL SG11E P W. S ACNBNQY SD -03 18 3D' 6D' SEC 29, T 17 N, R 2 E, WM SCALE: 1' =30' iiia Scale FEET N x x N 8823'51" W END 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 I I I i I 16 LF Y HOPE - 1" DOME$V WATER STUB '6' PVC WATER STUB ' ® I — SO SD 16 16 10 81 8' PVC ._ w 17 se a I T 4 1" w_____w_____ _ 1 w w w _ -w yy_____w__ 8" ATER _____ _____ — -- -- W- - -w - -- - — D LF 6 — --- — _ 1" DOMESTIC (WATER STUB SEWER HAASON A \ o I 5 i 3 SD 1% W s 73 LF 6' PVC _ �4 r I 2 ;n rI 56 LF 6' 0 FURNITURE STORE 57 LF FDC CONNECTION (SEE MECHANICAL PLANS FAR.PIP0 SIZE AND TYPE IG -- ,_r ---- x - x — 609.85' CALC. (610.13' PER R.O.S. 3595810) 2 O � I 58 6' FlRE SPRI R CONNECTION D .— _— .-- �__'— '_' —.— SD 20 LF SPRINKLER CONNECTION CARSON 21 ox SD - w-- --- w- ---- w--- - -w\:. 3 NI INSTALL 20' SLEEVE ON s WATER MAIN TO PROTECT 3 FROM SEWER SEPERATION I 31 RETAIL I BLDG 3 rc I 3 I g OH - - =-,�� -.III S 88'23'49" E x� `o i ❑ �- s-•CIJ — _ YELM AVENUE (STATE ROUTE 507) E F _ ro CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND t? 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. 395.94' E i Li SD SD -- SD N PER LEGAL DESCI } N 01'41'2 4 An' z m a w l I I I I \ I I I X x III 2.2' x x 1 xI' _max O INSTALL 12 CONTRACTOR TO COORDINATE FIRE HYDRANT ASSEMBLY WITH ADJACENT PROPERTY SEE DETAIL SHT. UT -04 OWNER FOR INSTALLATION OF N= 590455.19 E= 1118848.29 WATERWAIN. SEE ENGIN G PLANS FROM O2 CONNECT WATER SERVICE SOUND TEN ING DATED TO BUILDING. SEE BUILDING JULY 21 08 FOR WATERMAIN PLANS FOR EXACT LOCATION. PROFILE AND CONNECTION. O3 INSTALL 13 CONNECT WATER SERVICE 1 -6' 45' BEND (MJxMJ) TO BUILDING SEE BUILDING W/ THRUST BLOCKING S FOR EXACT LOCATION. N= 590504.67 E= 1118793.77 14 NECT FIRE LINE TO O4 FIELD LOCATE EX. 6' WATER BUILDING. SEE MECHANICAL MAIN STUB. CONNECT AND PLANS FOR EXACT LOCATION. EXTEND 6' PVC WATER MAIN. 1 INSTALL OS FIELD LOCATE EX. WATER METER SPRINKLER DOUBLE CHECK SERVICE AND EXTEND 2' WATER VALVE INSIDE THE BUILDING. SERVICE TO BUILDING SEE MECHANICAL PLANS FOR N= 590514.40 E= 1118782.61 EXACT LOCATION. INSTALL 1- 2' RPBA PER CITY OF YELM 16 INSTALL STANDARD DETAIL ON SHT I-FDC ASSEMBLY UT -05 SEE DETAIL SHT UT -04 N= 59063226 E= 1118964.69 o © FIELD LOCATE EX. WATER METER 17 SERVICE AND EXTEND 2' WATER INSTALL O uZ SERVICE TO BUILDING POST INl71CATOIN VALVE M , N= 590564.73 E= 1118789.87 N= 590631.16 E= 1118961.19 INSTALL 18 INSTALL: 1 -21' RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY " STANDARD DETAIL ON SHT SEE DETAIL BHT. UT -03 UT -0.5 N= 590628.41 E= 1118956.03 I 0 CONNECT WATER SERVICE ig INSTALL TO BUILDING. SEE BUILDING 1 -11 114' BEND (MJxMJ) PLANS FOR EXACT LOCATION, W/ THRUST BLOCKING ® CONTRACTOR TO FIELD LOCATE N= 590611.15 E= 1118959.72 EXISTING WATER MJAAIN CONNECT NEW 8' IN. 20 FIELD LOCATE EX. 6' WATER I INSTALL MAIN STUB. CONNECT AND 1 -8' TAPPING TEE Y EXTEND 6' PVC WATER MAIN. W/ THRUST BLOCK N= 590557.47 E= 1118944.88 SEE ENGINEERING OM INSTALL.- SOUND ENGINEERIN 1-22 112 BEND (MJxMJ) JULY 21, 2008 FO W/ THRUST BLOCKING CONNECTION AND 21 FIELD LOCATE EX. WATER I METER SERVICE AND EXTEND O INSTALL 2' WATER SERVICE TO FIRE HYDRANT ASSEMBLY BUILDING SEE DETAIL SHT UT -04 N= 590546.21 E= 1118927.78 N=590575.27 1118853.28 INSTALL, 1 -27 RPBA PER THE CITY OF 10 INSTALL YELM STANDARD DETAIL ON I 1- T TEE, ( 1MJ) SHT UT -05 1 -6' GATE ALVf (FLx1AJ) N= 590624 2 E= 1118874.98 11 I N ST A LL FIRE HYDRANT ASSEMBLY SEE DETAIL SHT. UT -04 I N= 59074&23 E= 1118857.24 i S 88'18'36" E _ _ _ 216.58' OH -- ---_ OH - — OH WATER LEGEND: -- --- w- - - -w— EX WATER LINE (gm EX WATER VALVE/SYMBOL W WATER LINE v BACKFLOW PREVENTER -4- FIRE HYDRANT ` Q FDC • POST INDICATOR VALVE N GATE VALVE BEND WITH THRUSTBLOCKING L END CAP TAPPING SLEEVE FD–GC–Vl 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. BASIS OF BEARING N 0157'11' 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 -62 -E/ i) 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: v Date: Development -s— Engineer APPROVAL EXPIRES: w 0 r L3 U w w s 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360452 -1455 F: 360452-1509 W W W.SHEACARRJE W ELLCOM W 0 Q xJQO IL �vz H w CM 3 6 YVLu W W V 9 y. o W S GI STEREO G�Z SIGNAL iN V• DE 51M AT W., T FH6.o-.,T PROJECT E07 ARCH: JIM GIBBON JIM HOR 1•= UT -01 11 , 18 10 6TH AVENUE S S.E.: - ---- 5--- - - -S - _ — S - -- - - - -- -S - - -5- - s- s� _ -S-`-- Vy----- — 56 LF 6' 0 FURNITURE STORE 57 LF FDC CONNECTION (SEE MECHANICAL PLANS FAR.PIP0 SIZE AND TYPE IG -- ,_r ---- x - x — 609.85' CALC. (610.13' PER R.O.S. 3595810) 2 O � I 58 6' FlRE SPRI R CONNECTION D .— _— .-- �__'— '_' —.— SD 20 LF SPRINKLER CONNECTION CARSON 21 ox SD - w-- --- w- ---- w--- - -w\:. 3 NI INSTALL 20' SLEEVE ON s WATER MAIN TO PROTECT 3 FROM SEWER SEPERATION I 31 RETAIL I BLDG 3 rc I 3 I g OH - - =-,�� -.III S 88'23'49" E x� `o i ❑ �- s-•CIJ — _ YELM AVENUE (STATE ROUTE 507) E F _ ro CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND t? 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. 395.94' E i Li SD SD -- SD N PER LEGAL DESCI } N 01'41'2 4 An' z m a w l I I I I \ I I I X x III 2.2' x x 1 xI' _max O INSTALL 12 CONTRACTOR TO COORDINATE FIRE HYDRANT ASSEMBLY WITH ADJACENT PROPERTY SEE DETAIL SHT. UT -04 OWNER FOR INSTALLATION OF N= 590455.19 E= 1118848.29 WATERWAIN. SEE ENGIN G PLANS FROM O2 CONNECT WATER SERVICE SOUND TEN ING DATED TO BUILDING. SEE BUILDING JULY 21 08 FOR WATERMAIN PLANS FOR EXACT LOCATION. PROFILE AND CONNECTION. O3 INSTALL 13 CONNECT WATER SERVICE 1 -6' 45' BEND (MJxMJ) TO BUILDING SEE BUILDING W/ THRUST BLOCKING S FOR EXACT LOCATION. N= 590504.67 E= 1118793.77 14 NECT FIRE LINE TO O4 FIELD LOCATE EX. 6' WATER BUILDING. SEE MECHANICAL MAIN STUB. CONNECT AND PLANS FOR EXACT LOCATION. EXTEND 6' PVC WATER MAIN. 1 INSTALL OS FIELD LOCATE EX. WATER METER SPRINKLER DOUBLE CHECK SERVICE AND EXTEND 2' WATER VALVE INSIDE THE BUILDING. SERVICE TO BUILDING SEE MECHANICAL PLANS FOR N= 590514.40 E= 1118782.61 EXACT LOCATION. INSTALL 1- 2' RPBA PER CITY OF YELM 16 INSTALL STANDARD DETAIL ON SHT I-FDC ASSEMBLY UT -05 SEE DETAIL SHT UT -04 N= 59063226 E= 1118964.69 o © FIELD LOCATE EX. WATER METER 17 SERVICE AND EXTEND 2' WATER INSTALL O uZ SERVICE TO BUILDING POST INl71CATOIN VALVE M , N= 590564.73 E= 1118789.87 N= 590631.16 E= 1118961.19 INSTALL 18 INSTALL: 1 -21' RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY " STANDARD DETAIL ON SHT SEE DETAIL BHT. UT -03 UT -0.5 N= 590628.41 E= 1118956.03 I 0 CONNECT WATER SERVICE ig INSTALL TO BUILDING. SEE BUILDING 1 -11 114' BEND (MJxMJ) PLANS FOR EXACT LOCATION, W/ THRUST BLOCKING ® CONTRACTOR TO FIELD LOCATE N= 590611.15 E= 1118959.72 EXISTING WATER MJAAIN CONNECT NEW 8' IN. 20 FIELD LOCATE EX. 6' WATER I INSTALL MAIN STUB. CONNECT AND 1 -8' TAPPING TEE Y EXTEND 6' PVC WATER MAIN. W/ THRUST BLOCK N= 590557.47 E= 1118944.88 SEE ENGINEERING OM INSTALL.- SOUND ENGINEERIN 1-22 112 BEND (MJxMJ) JULY 21, 2008 FO W/ THRUST BLOCKING CONNECTION AND 21 FIELD LOCATE EX. WATER I METER SERVICE AND EXTEND O INSTALL 2' WATER SERVICE TO FIRE HYDRANT ASSEMBLY BUILDING SEE DETAIL SHT UT -04 N= 590546.21 E= 1118927.78 N=590575.27 1118853.28 INSTALL, 1 -27 RPBA PER THE CITY OF 10 INSTALL YELM STANDARD DETAIL ON I 1- T TEE, ( 1MJ) SHT UT -05 1 -6' GATE ALVf (FLx1AJ) N= 590624 2 E= 1118874.98 11 I N ST A LL FIRE HYDRANT ASSEMBLY SEE DETAIL SHT. UT -04 I N= 59074&23 E= 1118857.24 i S 88'18'36" E _ _ _ 216.58' OH -- ---_ OH - — OH WATER LEGEND: -- --- w- - - -w— EX WATER LINE (gm EX WATER VALVE/SYMBOL W WATER LINE v BACKFLOW PREVENTER -4- FIRE HYDRANT ` Q FDC • POST INDICATOR VALVE N GATE VALVE BEND WITH THRUSTBLOCKING L END CAP TAPPING SLEEVE FD–GC–Vl 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. BASIS OF BEARING N 0157'11' 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 -62 -E/ i) 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: v Date: Development -s— Engineer APPROVAL EXPIRES: w 0 r L3 U w w s 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360452 -1455 F: 360452-1509 W W W.SHEACARRJE W ELLCOM W 0 Q xJQO IL �vz H w CM 3 6 YVLu W W V 9 y. o W S GI STEREO G�Z SIGNAL iN V• DE 51M AT W., T FH6.o-.,T PROJECT E07 ARCH: JIM GIBBON JIM HOR 1•= UT -01 11 , 18 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. BASIS OF BEARING N 0157'11' 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 -62 -E/ i) 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: v Date: Development -s— Engineer APPROVAL EXPIRES: w 0 r L3 U w w s 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360452 -1455 F: 360452-1509 W W W.SHEACARRJE W ELLCOM W 0 Q xJQO IL �vz H w CM 3 6 YVLu W W V 9 y. o W S GI STEREO G�Z SIGNAL iN V• DE 51M AT W., T FH6.o-.,T PROJECT E07 ARCH: JIM GIBBON JIM HOR 1•= UT -01 11 , 18 9 y. o W S GI STEREO G�Z SIGNAL iN V• DE 51M AT W., T FH6.o-.,T PROJECT E07 ARCH: JIM GIBBON JIM HOR 1•= UT -01 11 , 18 SCALE: 1' =30' 30' e Scale I i I i v k RETAIL BLDG 40.2' 0 s 6" PVC WA ER STU B 1" DOME. a•. "+5'... -.. - EWER WATER SIUB� �(R� f�.� rEER ER N w ----- w --- w w s -- -- 106TH AVENUE S.E^ W w -. ® ® VUMWIIb- ® (WATER STUB I � I I I 5 i 3 SD 70 LF 2' PVC STEP SERVICE LINE ±145 LF Y' PVC - STEP SERVICE LINE L-- -S - --S --- -- z SS s s S ----- S ----- s- R° A ERL AY_____wWr_____I�{ _ ____ W ... _ SD 80 LF 2' PVC STEP SERVICE LINE S O 4 ZS � I 3 RETAIL a I BLDG 0 ? I 2 1 U rc 1 i - - - - -- FE oa <r YELM AVENUE (STATE ROUTE 507) E � g CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND K PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND =y LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY .2 ;k EXCAVATION. SD SEC 29,T17N,R2ElWM so- SD o so - 15 ox 50 wv 5� 6" WATERI W- ---- W ----- W ----- W-=- �w - - -- I rY R I 3 I I 3 xi W N0 I 0 N I SD SD SD 0 INSTALL WASHINGTON STATE PLANE COORDINATE SYSTEM 4' GRAVITY SIDE SEWERS AND CLEAN OUTS PER STANDARD 0 0 o STEP SEWER TANK SOUTH ZONE (NAD 83/91) DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED VERTICAL DATUM O7 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 764A WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) SERVICE BEHIND SIDEWALK F-] GREASE INTERCEPTOR DRANK BY: L HURTADO INSTALL INSTALL CHECKED BY: AMY HEAD 2' STEP SERVICE TO STEP TANK. SEE DETAIL ON SHT I CHECKED/ APPROWD BY: NGVO CONVERSION FACTOR 4' GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS =C:D NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. N= 590523.01 E= 1118812.15 (CARSON BOX) PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. BE CONFIRMED WITH OIILDING/PLUMBING PLANS (TYPICAL INSTALL - 2' STEP SERVICE TO STEP TANK. I SEE DETAIL ON SHT UT -05. N= 590553.76 E= 1118814.64 (CARSON BOX) 4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE O9 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE FINAL LOCATION PATH OWNER AND CITY. CONTROL PANEL TO BE ATTACHED TO THE FACE OF THE BUILDING. AT OWNER DIRECTION. (OPTIONAL) SEE STANDARD DETAIL ON SHT. UT -06 I 10 INSTALL- = 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF -- O3 INSTALL, -�-- 122' 4000 GALLON GREASE INTERCEPTOR AT OWNERS _ _ DIRECTION /APPROVAL SEE DETAIL ON SHE UT -06. ® INSTALL N= 590608.63 E= 1118855.73 (CENTER t)F TANK) 6' GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP 11 INSTALL: TANK. SLOPE SHALL BE A MIN OF 2X FURNITURE 6' GRAVITY SEWER FROM GREASE INTERCEPTOR TO SIP INSTALL, STORE TANK. SLOPE SHALL BE A MIN OF 2X 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF I 12 INSTALL: YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT 18 4000 GALLON GREASE INTERCEPTOR AT OWNERS UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED 17 DIRECTION /APPROVAL SEE DETAIL ON SHT. UT -06. AND TANK MUST HAVE MANUFACTURER APPROVED DEAD MAN ANCHOR SYSTEM. 13 INSTALL N= 590436.61 E= 1118842.57 (CENTER OF TANK) .4 n _ _ •.. © INSTALL STEP CONTROL PANEL AND CONDUIT COORDINATE so- SD o so - 15 ox 50 wv 5� 6" WATERI W- ---- W ----- W ----- W-=- �w - - -- I rY R I 3 I I 3 xi W N0 I 0 N I SD SD SD SEWER LEGEND: _ - - --- s- - - -s -- EXISTING SEWER FM • SIDE SEWER CLEANOUT gFG4p10 a Tt SSrONAI ESC FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL I WASHINGTON STATE PLANE COORDINATE SYSTEM TO BE ATTACHED TO THE FACE OF THE BUILDING. 0 0 o STEP SEWER TANK SOUTH ZONE (NAD 83/91) SEE STANDARD DETAIL ON SHT. UT -06. VERTICAL DATUM O7 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 764A JIM GIBSON SERVICE BEHIND SIDEWALK F-] GREASE INTERCEPTOR DRANK BY: L HURTADO INSTALL FALLS IN CENTER OF SIDEWALK. (S -82 -E/ r) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CHECKED BY: AMY HEAD 2' STEP SERVICE TO STEP TANK. SEE DETAIL ON SHT I CHECKED/ APPROWD BY: NGVO CONVERSION FACTOR UT -05. �AA1PED BY: JIM GIBSON NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. N= 590523.01 E= 1118812.15 (CARSON BOX) O8 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. INSTALL - 2' STEP SERVICE TO STEP TANK. I SEE DETAIL ON SHT UT -05. N= 590553.76 E= 1118814.64 (CARSON BOX) O9 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE FINAL LOCATION PATH OWNER AND CITY. CONTROL PANEL TO BE ATTACHED TO THE FACE OF THE BUILDING. SEE STANDARD DETAIL ON SHT. UT -06 I 10 INSTALL- = 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF - YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SIT UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD MAN ANCHOR SYSTEM. I N= 590608.63 E= 1118855.73 (CENTER t)F TANK) 11 INSTALL: I 6' GRAVITY SEWER FROM GREASE INTERCEPTOR TO SIP _J TANK. SLOPE SHALL BE A MIN OF 2X 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 SIT 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 WHH BUILDING/PLUMBING PLANS (TYPICAL 4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE AT OWNER DIRECTION. (OPTIONAL) 15 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. INSTALL 2' STEP SERVICE TO STEP TANK. SEE DETAIL IN SHT UT -05. N= 590534.54 E= 1118949.28 (CARSON BOX) 16 INSTALL 3000 GALLON CONCRETE 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. N= 590667.96 E= 1119008.17 ((ENTER OF TANK) 17 INSTALL 4' GRAVITY SIDE SEWERS AND CLEAN OUTS PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED WITH BUILDING/PLUMBING PLANS (TYPICAL 4 LOCATIONS) - - -1 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 ARID DETAIL ON SHT. UT-O6 SEWER LEGEND: _ - - --- s- - - -s -- EXISTING SEWER FM • SIDE SEWER CLEANOUT gFG4p10 a Tt SSrONAI ESC NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM w 0 0 o STEP SEWER TANK SOUTH ZONE (NAD 83/91) F5 VERTICAL DATUM DIE IM AT RU A'.VE F W.9 ADARINKLY PRO EDIT ENGR /ARCH: NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 764A JIM GIBSON U F-] GREASE INTERCEPTOR DRANK BY: L HURTADO w FALLS IN CENTER OF SIDEWALK. (S -82 -E/ r) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CHECKED BY: AMY HEAD n_ NOTES: l l l l l l l 1. MAINTAIN MINIMUM 18' VERTICAL SEPARATION BETWEEN WATER AND SEWER. H 2. SEWER SERVICE SHALL BE AT MINIMUM 2% SLOPE. AR ELL, 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS 2102 CARRIAGE DRIVE, AND SURVEY INFORMATION. CONTRACTOR TO FIELD BLDG. H, OLYMPIA, WASHINGTON 89502 VERIFY ALL INFORMATION BEFORE STARTING P: 36oa524465 CONSTRUCTION. F: 380252 -1506 W WW.SHEACARRJEWELL.COM 4. CONTRACTOR TO VERIFY ALL SPECIFICATIONS AND STANDARDS BEFORE INSTALLATION CE 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 W 7, CONTRACTOR TO INSTALL AN ELECTRICAL TRANSFER U) SWITCH AND GENERATOR PLUG AT ALL STEP CONTROL PANELS CHECK CITY SPECIFICATIONS FOR TYPE AND C3 Z MODEL NUMBERS Q X J 0 Q IL �Vz I... {� NS W W�� W E' 0 N YV Zj Lu W U r/N 2 z BASIS OF BEARING N 0157'11' E FOR THE WEST LINE OF THE gFG4p10 a Tt SSrONAI ESC 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 DIE IM AT RU A'.VE F W.9 ADARINKLY PRO EDIT ENGR /ARCH: NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 764A JIM GIBSON JIM GIBBON FIVE CORNERS. YELM AVE. BALD HILL ROAD k CREEK STREET. POINT DRANK BY: L HURTADO CARD CHECKED BY: JIM GIBSON FALLS IN CENTER OF SIDEWALK. (S -82 -E/ r) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CHECKED BY: AMY HEAD CHECKED/ APPROWD BY: NGVO CONVERSION FACTOR JIM GIBSON �AA1PED BY: JIM GIBSON NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. NMrzonrAL scALE: AYKIL 2UUB APPROVED FOR CONSTRUCTION JOB N« 1290-01 MAKING RM No: BY: Date: 1290- 11- UT -02.d Development Services Enginm M0.AWC No: APPROVAL EXPIRES: UT -02 SHEET Na 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 1 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 WS)OT STANDARD SPECIFICATIONS SECTION 9- 30.1(5 )8. 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 CE 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 WSDDT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE (LASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS VALVE ENDS SHALL BE MECHANICAL ,DINT 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 PARE (PAIGE 'UF' SINCE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPUCE 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. B. 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 OL GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REWIRE A'FlELD VERIFICATION', CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE o 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 s NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING m 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 CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR ° TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 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. w U W Z I� S 6 _s �W C � 1 19 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 a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 'z EXCAVATION. CITY OF YELM GENERAL SANITARY SEWER NOTES: I. 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 (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 PRECONSTIRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION CE 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 d8 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER 'SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 NTH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS B. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 1$' TO 18' UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NONI- BIODEGRADABLE, METAL CORD OR BACKING MARKED SEWER WHICH CAN BE DETECTED BYf 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 tY ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED 'POWER-. TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE PATH 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 TRAIFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REWIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE RENEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS IT SHALL 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 -OFr SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCIONG COVER TO HOD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REWIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE- A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE UNE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. ' F' 1 ]I 1 EI]I GENERAL WATER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.6 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 CE STRUCTURE TO CENTER OF STRUCTURE. 2 -1J2- PRE DEPARTMENT RAISED LETTERS INLET CONNECTION I -AUTO SPRINKLER' SCHEDULE AID VANIZED STEEL 2A- -10' 18' X 18,x B' ,ONC. BLOCK rr I� - I SCHEDULE 40 G VAHIZED MEL WNAAIED WAIN D MIL PIASDC CITY OF YELM, WASHINGTON PT, OF PUBLIC WORKS FIRE DEPARTMENT CONNECTION APPROVE!) ' DWG. NO. PUBLIC WORKS DIRECTOR DATE 6 -4.4 LIES, I DWN. CKO. DATE ES JEG TP 412007 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engi e APPROVAL EXPIRES: w w 0 U w 0 N s 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P; 360-352-1465 F: 380352 -1509 VM'W.SHFACARRJEWELL.COM w y W 'J w� WW Cl D D Z Z as W W Q~ Z Rpe�T= ZONAL T MI C3 XQo muz WWrn LU F' 0 YV>- W W V a ME RM AT RNL SCALE F NTT, 9CAIE ACIRMKLY JIM DES JIM Nntcli .IYNPI UT -03 13 - 18 ig w G U a 0 �q N L / I N SIZE A 8 1 1/2" t3 1/4" 15" 2" 17 1/4. 15" .i kI 34 METER BOX 1 1/2 " -2" POLYETHYLENE UNE-,, �-��- 1 1 /2 " - MALE AD i ADAPTER 2' REMLEM BAIL VALVE WEDGE (CURB STOP) 1 GATE VALVE `SERVICE SADDLE ROMAC 2025 OR 2% SLOPE TO 48" TO CENTER KIND THE 1 1 /Z" _ 811 -666 071 -777 E(SEE I i/2' - coo - ee ES N0. 2" - CBS - 77j FORD PACK JOINT tbRPORAAD TO TYPE B "I 1 PLASTIC LINE (USE 200 P51 PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPES FORD BALL VALVE WITH PACK JOINT & FEMALE I.P. THREADS SERVICE SADDLE 11 STAINLESS STEEL INSERTS REOURED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CRY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VON 76 -15013 OR EQUAL Z" - FORD V914 77 -15817 OR EQUAL 4, ALL 1 1/1- AND 2- SADDLES WILL BE 2" TAPS WITH BRASS 2' NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 3' x 3' It 4" CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA TRACER WiRE SEAL WITH AR4000W ACP 1.0 CS -1 APPROVED METER BOX UD - 1730 DI READER LID BOX - Ber 1730 X 12 BASE OR APPROVED EQUAL VALVE CHECK CHECK 1 1/2 " -2" MALE NIPPLE i 1T' tY 1 1/2" TO 2" METER SERVICE APPRD DWO� NO PUBLI��IRECTOR DATE 6 -3 OWN. CKD. ES EG TP i RECESSED HANDLE TYPE COVER INLAND FOUNDRY /248 10.. t 6 3 4�VALVE BOX WITH F 8 3/4" / WATER" CAST IN LID OR OFCO 910 SECTION o: E Fr CALL BEFORE YOU DIG $ THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND K, PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. GATE VALVE SHOWN - SIMILAR INSTALLA71014 REWIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX !_ DWG. NO AS DIRECTOR DATE 6 -11 JEC I TP SEC 29,T17N,R2E,WM METER 00 1 tA.. SINGLE METER BOX PLACEMENT 12" MAX. 2N SCAN[ TO BOX .. METER Box DUAL METER BOX PLACEMENT 12" P. 12" 12" 1P TYPICAL METER PLACEMENT W /SIDEWALK APPR. OY - ONG N0. IV PUBLIC WORKS DIRECTOR OATF 6`6 DES. iDWN. EG CKD. ES P �I voyviroiro o f 10" OR 18" Z f6" SDR 21 PVC PIPE H w Ii N n CONFORMING TO ASTM w 0 li 3034. RISER PIPE TO BE I TOP IEW TOP VVIEW PLUMB AND CENTERED II > 2 OVER VALVE STEM. WYE DE D_ W _z i U N f w SIDE VIEW - VALVE STEM RISER TEE CROSS REQUIRED WHEN MAX. HORIZ. BEND _ 36" IS EXCEEDED iGATE I (LENGTH VARIES) o: E Fr CALL BEFORE YOU DIG $ THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND K, PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. GATE VALVE SHOWN - SIMILAR INSTALLA71014 REWIRED FOR BUTTERFLY VALVES. STANDARD VALVE BOX !_ DWG. NO AS DIRECTOR DATE 6 -11 JEC I TP SEC 29,T17N,R2E,WM METER 00 1 tA.. SINGLE METER BOX PLACEMENT 12" MAX. 2N SCAN[ TO BOX .. METER Box DUAL METER BOX PLACEMENT 12" P. 12" 12" 1P TYPICAL METER PLACEMENT W /SIDEWALK APPR. OY - ONG N0. IV PUBLIC WORKS DIRECTOR OATF 6`6 DES. iDWN. EG CKD. ES P ToP view operating nut I� -Units e`. payment Paint Hydrant Weather shield la;, Sun Yellow High and Hydrant Lock < Grade Enamel Bonnet �- # 13312 2 /,"Hose connection with threads HYDRANT OFFSET 41/x "Steamer connection with NST threads See valve box and & 5" Siorz adapter //,-valve stem detail- Style S -37 ./SC cap 6 -11 �4e 18"-24" i Ground To suit Standpipe _ --I french - 6" Flanged fire Id' 3' Minimum hydrant tee I. Each Pippe Joint 6' /i1106 EBAA Iron, / 8" Inc. Msgalug `6' Cb5T 52 ductile iron pipe cut To length 6" gole valve, FL X MJ Sea note below I I Varies 4 °x8 "x16" concrete block LHydrant shoe LBaakfiil to top of droin ring housing plastic barrier betwaon bolts with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil, plastic or can - strucilon fabric, covering Y' washed rock Notes Concrete thrust block J 1. Hydrants *hall be located in cast -in -place against accordance with Section 6.060. titling only In addition, o minimum three fool radius anobsbucfad working are. shall be Provided around all hydrants. CITY OF "ELM, WASHINGTON 2. Hydronls shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AYK Series 2750 or Mueller Centurion FIRE HYDRAN I 3. Cote ote, voalves aholl be resilient wetlge NRS with O -ring seats. Valve ends shall be Meehonical Joint by ANSI flanges. Wig➢ Valves shall conform to AWWA 509 -80. AP OWO. Nu. Valves shall be Mueller M &H, Kennedy, l'wv r 6-7 Clow R/W or Woterous Series 500. PUBLIC WORKS DIRECTOR DA-E 4. Fire Hydrant lock payment Is required DES. OWN. CND. DATE city will order and install. IS JEG IP 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90" BEND 45' BEND -1/2' BEND 11 -114" BEND DEAD END DIAMETER OR TEE d" 3,600 2.000 1,000 500 2,600 6" 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 61200 3,300 15,800 12" 32,000 17,400 81900 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. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,OOD LBS : 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER CITY OF YELM, WASHINGTON SQUARE F00T DEPT. OF PUBLIC WORKS MUCK, PEAT p I SOFT cur 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3.000 SAND & GRAVEL 4,W0 tea' CEMENTED WITH �- CLAY PUBLIC WORKS DIRECTOR OAIE 6 -14 HARD SHALE _ 10,000 DES. DYW CKg. OATS ES ,EG Tr 4/2007 LIVE TAP 2' TYP. g 2' TIP TAPPING VALVE FL x NJ STAINLESS TAPPING VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILL6D AS SHOWN BELOW- RIGHT. 1/3 DIAMETER Or PIPE CONTROLLED DENSITY BACKPILL/I- -- 2' --r POURED WIDTH OF TRENCH SOLID BRICK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED, 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. GROUND rtE VALVE X NJ TEE CONCRETE THRUST CONNECTION TO EXISTING MAIN APPRD DWG. NO L�i-- PUBLIC WORKS DIRFCTCR OATEI 6- 10 DES. CWN. CKO DATE FS JEG '.P 4/2007 RESTORAVON DEPTH - MACE TAPE 12. TO 18" UNDER VARIES. / WF ANAL GRADE 1� /�� ER WIRE (VE GENERA( NOTES NO J ) 1RAC TRENCH BAFXflLt WATER SEE NOTE 1, I, S & 5 6' MIN. 6" mN BEDDING MA NOTE dTERIAI UNDISTURBED SOA NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED. EXCEPT AS REQUIRED AT CMNEC770M POINTS 2 NATIVE BACKFILL SHALL CONSIST O' CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE EySENUALLY FREE TROY VAMOUS TYPES Or WOOD WASTE OR 07HER EXWANCOUS OR OBJECTIONABLE MATENIALS. IT SHALL HAVE 5UG11 CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. J. NATIVE TRENCH BACKFILL MAIERhtL WALL BE SORTED OR SCREENED SO WAT THE MAXIMUM AGGREGATE SHALL 15 5- N:HES. 4. PIPE BEDDING MATERIAL SMALL BE SAN. DR OTHER CITY APPROVED COPAL. VC SUBSTUTIONS WILL 6E AUCWED WITHOUT WRITTEN' AUTNORIZATON FROM RIE CITY OF YELM. 5. WHERE NATIVC MATERIALS HAVE BEEN DEEMED UNACCEPTABLE By TN£ CITY, TRENCH BACKFILL SHALL ME'E' THE WSDOT STANDARD SPFCHFI. ^AVONS FUR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO11ft, DING, NO. PUBLIC WORKS DIRECTOR DATE 6- 1 5 DES. OWN. CKD. DATE ES JEG TP. 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Devvelotruas services Hvgiveer APPROVAL EXPIRES: s w U U CJ Qc of a °w 5 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 96502 P: 3603524465 F: 3603524509 ViW W.SHEACARRJEWELLCOM N J 7 FIB W, i 42010 ZONAL WNIAHOMZONTAL SCALE: R XQo MVz LU LLI fn N LFi U)Og YVLU W W U FILL SNE AaA y UT -04 ". fz YY: R<' t TOP VIEW I TOP IEW TOP VVIEW / i i i i I WYE IYIEW SIDE SIDE VIEW SIDE VIEW TEE CROSS VALVE HORIZ. BEND iGATE TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS A \�vSYyt 45° - 90' VERTICAL BEND CITY OF YELIA, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: STANDARD 1. CONCRETE THRRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL . 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. MPRD� DWG. NO. 3. ANCHOR REBAR DIAMETER. SHALL BE 5/8" MINIMUM �2Nt 65-13 PUBLIC WORKS DIRECTOR DATE DES. OWN. CND. DATE ES JEC IP 4/2007 ToP view operating nut I� -Units e`. payment Paint Hydrant Weather shield la;, Sun Yellow High and Hydrant Lock < Grade Enamel Bonnet �- # 13312 2 /,"Hose connection with threads HYDRANT OFFSET 41/x "Steamer connection with NST threads See valve box and & 5" Siorz adapter //,-valve stem detail- Style S -37 ./SC cap 6 -11 �4e 18"-24" i Ground To suit Standpipe _ --I french - 6" Flanged fire Id' 3' Minimum hydrant tee I. Each Pippe Joint 6' /i1106 EBAA Iron, / 8" Inc. Msgalug `6' Cb5T 52 ductile iron pipe cut To length 6" gole valve, FL X MJ Sea note below I I Varies 4 °x8 "x16" concrete block LHydrant shoe LBaakfiil to top of droin ring housing plastic barrier betwaon bolts with 2" washed rock as shown thrust block and tee 6' x 6' sheet of 11 mil, plastic or can - strucilon fabric, covering Y' washed rock Notes Concrete thrust block J 1. Hydrants *hall be located in cast -in -place against accordance with Section 6.060. titling only In addition, o minimum three fool radius anobsbucfad working are. shall be Provided around all hydrants. CITY OF "ELM, WASHINGTON 2. Hydronls shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AYK Series 2750 or Mueller Centurion FIRE HYDRAN I 3. Cote ote, voalves aholl be resilient wetlge NRS with O -ring seats. Valve ends shall be Meehonical Joint by ANSI flanges. Wig➢ Valves shall conform to AWWA 509 -80. AP OWO. Nu. Valves shall be Mueller M &H, Kennedy, l'wv r 6-7 Clow R/W or Woterous Series 500. PUBLIC WORKS DIRECTOR DA-E 4. Fire Hydrant lock payment Is required DES. OWN. CND. DATE city will order and install. IS JEG IP 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90" BEND 45' BEND -1/2' BEND 11 -114" BEND DEAD END DIAMETER OR TEE d" 3,600 2.000 1,000 500 2,600 6" 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 61200 3,300 15,800 12" 32,000 17,400 81900 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. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,OOD LBS : 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER CITY OF YELM, WASHINGTON SQUARE F00T DEPT. OF PUBLIC WORKS MUCK, PEAT p I SOFT cur 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3.000 SAND & GRAVEL 4,W0 tea' CEMENTED WITH �- CLAY PUBLIC WORKS DIRECTOR OAIE 6 -14 HARD SHALE _ 10,000 DES. DYW CKg. OATS ES ,EG Tr 4/2007 LIVE TAP 2' TYP. g 2' TIP TAPPING VALVE FL x NJ STAINLESS TAPPING VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILL6D AS SHOWN BELOW- RIGHT. 1/3 DIAMETER Or PIPE CONTROLLED DENSITY BACKPILL/I- -- 2' --r POURED WIDTH OF TRENCH SOLID BRICK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED, 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. GROUND rtE VALVE X NJ TEE CONCRETE THRUST CONNECTION TO EXISTING MAIN APPRD DWG. NO L�i-- PUBLIC WORKS DIRFCTCR OATEI 6- 10 DES. CWN. CKO DATE FS JEG '.P 4/2007 RESTORAVON DEPTH - MACE TAPE 12. TO 18" UNDER VARIES. / WF ANAL GRADE 1� /�� ER WIRE (VE GENERA( NOTES NO J ) 1RAC TRENCH BAFXflLt WATER SEE NOTE 1, I, S & 5 6' MIN. 6" mN BEDDING MA NOTE dTERIAI UNDISTURBED SOA NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED. EXCEPT AS REQUIRED AT CMNEC770M POINTS 2 NATIVE BACKFILL SHALL CONSIST O' CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE EySENUALLY FREE TROY VAMOUS TYPES Or WOOD WASTE OR 07HER EXWANCOUS OR OBJECTIONABLE MATENIALS. IT SHALL HAVE 5UG11 CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. J. NATIVE TRENCH BACKFILL MAIERhtL WALL BE SORTED OR SCREENED SO WAT THE MAXIMUM AGGREGATE SHALL 15 5- N:HES. 4. PIPE BEDDING MATERIAL SMALL BE SAN. DR OTHER CITY APPROVED COPAL. VC SUBSTUTIONS WILL 6E AUCWED WITHOUT WRITTEN' AUTNORIZATON FROM RIE CITY OF YELM. 5. WHERE NATIVC MATERIALS HAVE BEEN DEEMED UNACCEPTABLE By TN£ CITY, TRENCH BACKFILL SHALL ME'E' THE WSDOT STANDARD SPFCHFI. ^AVONS FUR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO11ft, DING, NO. PUBLIC WORKS DIRECTOR DATE 6- 1 5 DES. OWN. CKD. DATE ES JEG TP. 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Devvelotruas services Hvgiveer APPROVAL EXPIRES: s w U U CJ Qc of a °w 5 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 96502 P: 3603524465 F: 3603524509 ViW W.SHEACARRJEWELLCOM N J 7 FIB W, i 42010 ZONAL WNIAHOMZONTAL SCALE: R XQo MVz LU LLI fn N LFi U)Og YVLU W W U FILL SNE AaA y UT -04 M 0 x E 0 U W s ._s PLASTIC OR COMORE Box 4 8 ` 6 MN- MIN. \J GRAVEL BASE MATERIAL LIST: 1Z" THICK 1. SERVICE AW 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) T. RELIEF VALVE B. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY RUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. R DO NOT INSTALL IN AREA SUBJECT TO FLDODNG. LLOIXD ALAIAI LE VEL 35 _ _ 11 OI� 15' EDUNOANT OFf s ORSICE PLAN PROFILE •IN TO BUILDING OR IRRIGATION SYSTEM TY OF YELM, WASHINGTON )EPT. OF PUBUC WORK_ S REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWG. No- 5-17 xtwKC nmrrrnR n..T� VWV. CKD. KR JEG TP RBEWLASS UD MTI STAN-ESE STEEL AMC KEPRTRE GASKET 1' OIAPVC HOW AM VALVE ASSEMBLY CRKNT BALL VA_VE A$ SHOWN. BALL VALVE WALL BE WITH 12' BELOW UD GROMMETS - TONING WRE - INSJA-L IN RSER EFILLEN- OISOIARGE 2 -'ART EPOV, USE CRENC'0 RISER TANK ADAPTOR FOR CDMCREr TAWS IA. PVC FLOW DER IMMUNE 1�5UBNERDIBIE CFIUIOIT 20 GPM 09 20 P. a sai TURBINE 7C Mum TLE MAT-P,IAL FOR DUMFX, TRPIFX, AND CLASS 1 0149DN 1 S.O. PCWER C.AUUE AND NSTALLAW)MIS WLL VARY, ME CONTRACTOR SMALL MEET THE 1/B' SY -PASS oRincr NTFNT OF THE NSTALLATIOV REDU REMEWS SHOWN IN THE IN ME DISCHARGE KAU T ,CAL STEP INSTALLATION. A_L STE' TANKS SHALL BE H -20 LOAD RATED TANKS. TH S POLICY SHAL- TAKE EFFECT ON MAY 3', 2007. TY!'ICAI SIMPLCX STEP TAN�< INSTALLATION AFPRO'.EO DWG. ND, PUBLIC WORKS DIRECTOR DATE LIES. GWI. CAD. DA J" JEG -P 4/2007 BE FsU M CALL BEFORE YOU DIG ro 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. SPLICE TO EXISTING 14 GAUGE TONING TO STEP TANK CONNECT TO FXIS-INF. PVC SERVICE LINE 1' KM MALL VALV;', g, X SL--- 1" CHECK VALVE INSTALLATION NOTES ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH - SIDES OF ROADWAY, GANG CARSON BOXES SWILL . RF LOCATED 3' APART TO CENTER OF BOXES 2. BA-L AND CHECK WALYE5 TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING 3. FINISHED 30'0 RIS 40 D E SEC 29, T 17 N, R 2 E, WM SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 WITH BOLTED HINGED COVER OR EQUAL COYER MARKING TO READ "SEWER' (USE IN NON- TRAFFlC AREAS) rA14 GA. OF HEAVY INSULATED COPPER TONING WIRE LL TONING WRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M PVC SWNG CHEE!j VALVE SL X SL P RBI BALL VALVE. SL x SL-) 1' PVC NIPPLE, SL x SL- 1' x MAIN CIA, PVC REDUCING TEE SL x SLx TH OR PIPE SALLEE - ALL 1' CALLOUTS SHALL BE CHANGED TO 2' TYPICAL .1'f 2" SERVICE CONNECTION APPROVED DWG. NO. 'USUC WORKS DIRECTOR DATE 1 7 -1 DES. OWN. MR DATE JY JEG TP 4/2007 ALARM HIGH _EVEL LAG ON /OFF (4.6' DRAW)OWN ON TO OFF) e' LEAC ON /OFF B" (4.5" DRAWDONN ON TO OFF) LOW LEVEL ALARM 0" REDUNDANT OFF DOO 25' 6' MIN. SEECONG FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT ADEN' t-t OW N0. PUBUC WORKS DIRECTOR DATE 7-14 JY JEG TP 4/2007 TABLE FOR USE 1- UNION M CONNECT TESTING WIRE SIZE 012 AWG COPPER APARATJS FOR PRESSURE TESTING 010 AWG COPPER 1B- ON aISER 1-EC -T TYPICAL WITH 00 AWO COPPER ALL VON- TRAFFIC BEARING TAMAR 'I. I EAW S- FFICIFNT - GROUND WIRE T] ALLDW FOR PITY- AFMOVAI TO ST TO STEP TANK - DUPLE% FLECTRICAL SPLCE BOX WTi CORD GRIPS STANDPIPE A-L CONNECTIONS SHALL BE MADE WITH H'_AT SHRINK BUTT CONNECTORS 21' OR 24" PVC LINE (TVP) (3034) tl RISER W/UD %OPE GROJND AWAY LRCM RISER -. 14 GAUGE OF IT FROM TOP OF RISER -0 C IN UL WIPE CAL CONDUIT INSTALL N 3/4- ET CONDUIT SEA RISER m z 5 ELECTRICAL CNDUIT -C POWP SOU RCE - LLOIXD ALAIAI LE VEL 35 _ _ 11 OI� 15' EDUNOANT OFf s ORSICE PLAN PROFILE •IN TO BUILDING OR IRRIGATION SYSTEM TY OF YELM, WASHINGTON )EPT. OF PUBUC WORK_ S REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWG. No- 5-17 xtwKC nmrrrnR n..T� VWV. CKD. KR JEG TP RBEWLASS UD MTI STAN-ESE STEEL AMC KEPRTRE GASKET 1' OIAPVC HOW AM VALVE ASSEMBLY CRKNT BALL VA_VE A$ SHOWN. BALL VALVE WALL BE WITH 12' BELOW UD GROMMETS - TONING WRE - INSJA-L IN RSER EFILLEN- OISOIARGE 2 -'ART EPOV, USE CRENC'0 RISER TANK ADAPTOR FOR CDMCREr TAWS IA. PVC FLOW DER IMMUNE 1�5UBNERDIBIE CFIUIOIT 20 GPM 09 20 P. a sai TURBINE 7C Mum TLE MAT-P,IAL FOR DUMFX, TRPIFX, AND CLASS 1 0149DN 1 S.O. PCWER C.AUUE AND NSTALLAW)MIS WLL VARY, ME CONTRACTOR SMALL MEET THE 1/B' SY -PASS oRincr NTFNT OF THE NSTALLATIOV REDU REMEWS SHOWN IN THE IN ME DISCHARGE KAU T ,CAL STEP INSTALLATION. A_L STE' TANKS SHALL BE H -20 LOAD RATED TANKS. TH S POLICY SHAL- TAKE EFFECT ON MAY 3', 2007. TY!'ICAI SIMPLCX STEP TAN�< INSTALLATION AFPRO'.EO DWG. ND, PUBLIC WORKS DIRECTOR DATE LIES. GWI. CAD. DA J" JEG -P 4/2007 BE FsU M CALL BEFORE YOU DIG ro 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. SPLICE TO EXISTING 14 GAUGE TONING TO STEP TANK CONNECT TO FXIS-INF. PVC SERVICE LINE 1' KM MALL VALV;', g, X SL--- 1" CHECK VALVE INSTALLATION NOTES ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH - SIDES OF ROADWAY, GANG CARSON BOXES SWILL . RF LOCATED 3' APART TO CENTER OF BOXES 2. BA-L AND CHECK WALYE5 TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING 3. FINISHED 30'0 RIS 40 D E SEC 29, T 17 N, R 2 E, WM SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 WITH BOLTED HINGED COVER OR EQUAL COYER MARKING TO READ "SEWER' (USE IN NON- TRAFFlC AREAS) rA14 GA. OF HEAVY INSULATED COPPER TONING WIRE LL TONING WRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M PVC SWNG CHEE!j VALVE SL X SL P RBI BALL VALVE. SL x SL-) 1' PVC NIPPLE, SL x SL- 1' x MAIN CIA, PVC REDUCING TEE SL x SLx TH OR PIPE SALLEE - ALL 1' CALLOUTS SHALL BE CHANGED TO 2' TYPICAL .1'f 2" SERVICE CONNECTION APPROVED DWG. NO. 'USUC WORKS DIRECTOR DATE 1 7 -1 DES. OWN. MR DATE JY JEG TP 4/2007 ALARM HIGH _EVEL LAG ON /OFF (4.6' DRAW)OWN ON TO OFF) e' LEAC ON /OFF B" (4.5" DRAWDONN ON TO OFF) LOW LEVEL ALARM 0" REDUNDANT OFF DOO 25' 6' MIN. SEECONG FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT ADEN' t-t OW N0. PUBUC WORKS DIRECTOR DATE 7-14 JY JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN WIRE SIZE 012 AWG COPPER MAXIMUM DISTANCE 150 FEET 010 AWG COPPER 250 FEET 00 AWO COPPER 350 FEET (SEE SPECIFICAIONS FOR ADDITIONAL NFORMATION). DECAL - SEE SPECIFICATIONS BOLD 1BPT. LETTER.NG COMMON KEY TIE CITY NOTE: PANEL SIZE MAY VARY DPENJIYC ON MANUFACURER CITY OF YELM )EPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL LVEO DW0 NO ��IWrI w 7 -6 )ES. DWN. CKD. JY JEG TP FIBERGLASS LID WITH STAINLESS STEEL BO.TS AND NEOPRENE GASKET 5' MIN Tom_ - 1'tl /4" ALL LIDS 7 MN FINISH _ �(TYP 'SLOPE � A� DE 14 GAUGE COPPER PVC RISER, TONING WRE, 2' -O" ORENCO SYSTEMS TAIL INTO RISER , I INC.. OR EQUAL �ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NCN- TRAFFIC BEARING TANKS) NCTE: R SER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTAUATIONS. RISER AND UD SHA-L BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. DEPT. OF PUBLIC WORKS TYPICAL RISER CES. JY JEG TP DWG. ND. 7 -18 2' WATER TIGHT 1 C. B -012 FROM POWER TO STEP TANK - SIMPLEX SOURCE ' /NON- REQUIRE SERVICE BD %ES (CARSON OR RICH) MOVE GROUND 1-2-C. 13 -012 14 OR COPPER TONING WRE TO ST TO STEP TANK - DUPLE% WRAP ONCE AROUND OSANOUT STANDPIPE 1'2 -C, 17 -012 FEW 4' PVC SEVER TO STEP TANK - TRIPLEX NOTE: PANEL SIZE MAY VARY DPENJIYC ON MANUFACURER CITY OF YELM )EPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL LVEO DW0 NO ��IWrI w 7 -6 )ES. DWN. CKD. JY JEG TP FIBERGLASS LID WITH STAINLESS STEEL BO.TS AND NEOPRENE GASKET 5' MIN Tom_ - 1'tl /4" ALL LIDS 7 MN FINISH _ �(TYP 'SLOPE � A� DE 14 GAUGE COPPER PVC RISER, TONING WRE, 2' -O" ORENCO SYSTEMS TAIL INTO RISER , I INC.. OR EQUAL �ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NCN- TRAFFIC BEARING TANKS) NCTE: R SER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTAUATIONS. RISER AND UD SHA-L BE 30' ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. DEPT. OF PUBLIC WORKS TYPICAL RISER CES. JY JEG TP DWG. ND. 7 -18 2' WATER TIGHT CAP TYPICAL IV PROTECTED AREAS PROTERVIC AREAS (LAWNS, ETC.) 2--D' TAR ' /NON- REQUIRE SERVICE BD %ES (CARSON OR RICH) MOVE GROUND EXISTING CNWND — 14 OR COPPER TONING WRE WRAP ONCE AROUND OSANOUT STANDPIPE FEW 4' PVC SEVER PVC C.O.- LINE (TVP) (3034) tl DWBLC SWEEPING lEE 2% SLOPE TO TANK FERVOO COUPI WG OR APPROVED EQUAL MANEDLE RING AND COVER. CONCRETE COL-AR -, 14 GA. COPPER TONING WRE 2'-0" TAL INTO RISER —� FERNOO COUPIINC OR APPROVED EQUAL TOP OF STEP TANG INLET BAFFLE TYPICAL CONNECTION IDWG. N0. lY' P!1RI IC MCPKl IYRF.^RIR AT 7 -7 )ES DWI JY JEG LYNIRACTOR TO EPDXY TWO 1" PVC PIPE PIECES 1" LONG TO FIBERGLASS UD FOR LIFTING \ -COWACTED BACD'Ri RISER WITH FIBERGLASS LID ORENCO SYSTEMS, INC.. Oi EDUAL. ' • 21' PVC RISER REQUIRES 24" RING & CAST IRON COVER 14' PVC RISER REQUIRES 30" RING & ALUMINUM COVER 30' PVC RISER REQUIRES 36' RING & ALUMINUM COVER CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID 'HOVE DWG N0, T C` 7 -19 TJC WORKS DIRECTOR DATE ES JY JEG TP _ 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL 001RES: cD g U U a 0 w N 5 W 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3604524465 F: 360-352 -1509 W W W.SHEACARRJEWELL.COM ui W U) ca Q J Z QW w`a r Q U&I LLI U) Z XQo rL V Z W C ui G WN �j0a YUY LU W u L6 V 43010 11TE VAL WE WE AT RILL SIRE F LMT. SURE AIXMAmI1QY UT-05 18 id l "w 600 CA,IACE CONTRACTOR TO .L THIS POLICY SHALL TAKE EFFECT WALL SHIM, ETC. TO F ISHED GRADE ,,—WATER TIGHT LID 21'0 MN.PVC RISER I ACCOUNT FOR WITH WATER TIGHT PJMP 'VAULT RISER DIFFERENT TYPES W W, ,Neal Nu. O OF SIDING — 14 GALGE TONING I I�NRE TO SERVICE 3/4' PVC (CONTRACTOR TO > r CONDUIT FORM BOTH CONE o z d7. AS SHOW FOR E Tn W W 3/$ LB CONDUITS) -- rc I ADAPTER FOR H I CONCRETE TANKS 5. {pgd,5; M -20 TNck "M w/ 19% Imp4SE P'ar Aggro ,-ELECTRICAL 7-6 "01 ORFlCE 1 °UMP ASSEMBLY, SEE LNE FROM TO F.LECTRICI j I DWG. NO. 7-0 7'-0" UNDER HOUSE PANEL - m[r NK -tt- ll _ J�FDOTING /STEM TO STEP — J WALL TANK *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED CN A CASE B" CASE BASIS, E WALL CONTROL — STAINLE55 STEEL TWO HOLE STRAPS AS REWIRED TO SECURE CONDUIT TO WALL 1- EX571NG GROUND �a N Z I TO STEP TANK CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PR DWC NO. "� 7 -5 PI APIIC W11PVC n1oMTro Kd )ES. I DVEN CKD. JY JEG TP �� creae ACC"ss apming�� Grout Ei Idea I �A jPmaeat D.Wder -.+. PLAN VMmi —_— Barite sae, Vert Mae, • _ c° Ayae[ To Geode rwr_e I � I t CI4 I ,peeNm rx 3 INLET -._ T Ar i a'- 'r- % - - - - -- 3 u Tama, --�W, De 23 Wour aPm I t f'• I I " s, I LLi Don. $4l4a 6en8tn LemIti, VE U 2 .. Vaea .... DETAIL 1 C–ar , On 577-GA) Imam F Gollan capacity 600 ALL STEP TANKS SHALL BE H -20 LOAD RA -E TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. F ISHED GRADE ,,—WATER TIGHT LID 21'0 MN.PVC RISER I I WITH WATER TIGHT PJMP 'VAULT RISER LID W W, ,Neal Nu. 3V-W, 14 GAUGE TONING 14 GALGE TONING I I�NRE TO SERVICE WIRE TO 55 COQ -) BOX r 1 or-. d7. V-' \-2 PART USE ORCNO W I TANK TO RISER utildy sM..o'do I ADAPTER FOR H I CONCRETE TANKS 5. {pgd,5; M -20 TNck "M w/ 19% Imp4SE P'ar Aggro I 7-6 "01 ORFlCE 1 °UMP ASSEMBLY, SEE S ° j I DWG. NO. 7-0 7'-0" 7'-a ° 5` -8" 7 -2^ o y_p � I e•_7• e•_!.• 1G' -0 112" EAFFLE Ia'-5" (VOTE 1) S -7" L -_ -- 2a/3 VOLVME 7 3, VOLLME $' MIN BEDDING _ VARIFS 5' -1' 7500 CAL 00 CPL 4500 C.AL 7' -4- 0-7 2 60" 72' 7 - ON NI TANKS LARGER THAN 1500 GALLONS - 2, 4 " 55° 55° TI IC LENGTH OF THE DOWN TURNED INLET PIPE -3 T SO" 62 6'2' WLL BE DETERMINED BY THE YELM SEWER DEPT. V -1 400 GAL GAL a -Y I/( V -2 110D GAI ?400 GAI F -n' NOILS: a -t' 1. DELETE BAFFLE FOR A 3000 GALLON -ANK UTUZED a -t AS A TRIPLEX PUMP VAULT. CITY OF YELM 2. THE OWNER WALL REVIEW TOIFRANOES IN EXCESS OF DEPT- OF PUBLIC WORKS_ DIMENSICNS SHOWN. w 1500, 3000, 4500 GALLON 3. THE TRIPLEX PUMP VAULT REOUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK /PUMP TANK FLOATS AND ONE PUMP TH , E SECOND VALLT EXCAVATION. CON -AINS TWO PUMPS APPROVED DWG. NO. 4 �I SR LARGER SHALL HgbE Y ��-']—_� THRFF RI:FR.S AND 7-11 PUBIJC WORKS DIRECTOR DATE DES. OWN. CKD. I DA'E ..Y r.EG TP 1 4,12007 I I DETAIL 1 C–ar , On 577-GA) Imam F Gollan capacity 600 600 1000 1500 2800 2565 3000 4000 5900 6000 7000 W W, ,Neal Nu. 3V-W, Wl2- M Gi 10,04 61212 P ASTM C -857 'Wrelnam Stmcmrel Desgn ]i or-. d7. 68. W utildy sM..o'do 5 -6° 12 5. {pgd,5; M -20 TNck "M w/ 19% Imp4SE P'ar Aggro ° GREASE INTERCEPTOR 6. Fdl v/ GWan Water Prior To Stan -Up N I74tem e G, °» w Only. water she a; °�<led By T•. End, "C' 7'-0" 7'-a " T -Y' 5` -8" 7 -2^ 6' -0' 8' -0` e•_7• e•_!.• 1G' -0 112" ID' -S' Ia'-5" Men •0' S -7" 4' -6" 4' -2^ 1 4` -3- 1 +' -r V -6 1/2- 5' -1' 6 " -6' 7' -4- 7' -1° 6'' -M "our team Vpp T:- J -3 - s -'Alf i' -n' a -Y I/( 4' -tl- F -n' a -S a -t' s -.- a -t m II OI L - - -J -J 151' TOP VIEW 24* — ADAPTER RING ,O' vy 00' REBAR 016' OC REBAR 016. OC N el I L s' s �o 91T17N,R2EIWM �--3 1/2' TAPER 151' TANK WT. APPRO) 19,000 LBS. SIDE VIEW 3000 GALLON TYP. STEP /PUMP TANK NOT TO SCALE 8000 GALLON STEP TANK ` RIM = 351.10 CONTRACTOR TO VERIFY WITH FINAL GRADING RIM= 351.10 CONTRACTOR 24' TO VERIFY WITH FINAL 30' RISER GRADING RISER TOP OF TANK = 336.00 32' =2534 GALLONS 4' WORKING VOLUM EMERGENCY STORAGE 1 `426 GALLONS •O �ELOAT ON 213 TANK FLOAT OFF CAPACITY 56' =5040 GALLONS DETENTION BOTTOM OF TANK = 328.00 24' -11 RISQINED 12'x 12"x 1r DEAOWN 1/3 TANK CAPACITY BAFFLE WALL ORIFICE PER 1 SEWER GUIDEI SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) REIRM 12 *x 12'x 1r DEJ1011AN 10,500 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CUP ► 4 HOLD DOWN STRAP LOCATION 0 TYPE '13' LIFT LUG - SD TYPE '13' LIFT LUG - HD 8000 GALLON STEP TANK RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL GRADING RIM = RIM=350.96 CONTRACTOR 24' TO VERIFY WITH FINAL 30' RISER GRADING RISER TOP OF TANK or 336.00 32' =2534 GALLONS 4' WORKING VOLUM EMERGENCY STORAGE 1426 GALLONS eP y \ ` -tIOAT ON 2/3 TANK FLOAT OFF CAPACITY 56' =5040 GALLONS DETENTION BOTTOM OF TANK = 328.00 24' -11' REMM 12'x 12"x 1r DEUM SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REOIUIREMETNS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) 1/3 TANK CAPACITY BAFFLE ALL AN ORFlCE PEWR AN SEWER GUIDELINE FBIM 12'x 12•x 1r DDM W 71880 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CUP Be 4 HOLD DOWN STRAP LOCATION 0 TYPE '13' LIFT LUG – SO TYPE '13' LIFT LUG – HD SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REIAUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF 8101UBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS 9- w 0 a a w 5 2102 CARRIAGE DRIVE, BLDG. N, OLYMPIA, WASHINGTON 98502 P: 360-M-1465 P: 360352 -1509 W W W.SHEACARRJEWELLCOM W 101651im G16x1x: MCI n 91RTerm Plumping Coma - Appendix H 1. Concrete: 28 Guy Coemoft, 10 S[rangtN 1'0 a 4100 pet .5 5 XQ Numlur Of M.N. Woele Fla" Retenaaa Slamr Capacity 'm 2. Ral AS(M "M Grade W < 4 x G•Ilora Per Peak Haws Note Yme Fac1•r d Ma9v: A51N p -165 Grad. 65 4. Oealan: Aci- 316 -02 WIN, Carle € rg ASTM C -857 'Wrelnam Stmcmrel Desgn y Leodilg For Underground p ftl l".axTela W utildy sM..o'do 5 5. {pgd,5; M -20 TNck "M w/ 19% Imp4SE P'ar Aggro ° GREASE INTERCEPTOR 6. Fdl v/ GWan Water Prior To Stan -Up N I74tem e G, °» w Only. water she a; °�<led By T•. s"wrala side s es NOT TO SCALE 0 SCALE: 3/8" = 1' -0° g E c�S CALL BEFORE YOU DIG on THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL w UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY <� EXCAVATION. m II OI L - - -J -J 151' TOP VIEW 24* — ADAPTER RING ,O' vy 00' REBAR 016' OC REBAR 016. OC N el I L s' s �o 91T17N,R2EIWM �--3 1/2' TAPER 151' TANK WT. APPRO) 19,000 LBS. SIDE VIEW 3000 GALLON TYP. STEP /PUMP TANK NOT TO SCALE 8000 GALLON STEP TANK ` RIM = 351.10 CONTRACTOR TO VERIFY WITH FINAL GRADING RIM= 351.10 CONTRACTOR 24' TO VERIFY WITH FINAL 30' RISER GRADING RISER TOP OF TANK = 336.00 32' =2534 GALLONS 4' WORKING VOLUM EMERGENCY STORAGE 1 `426 GALLONS •O �ELOAT ON 213 TANK FLOAT OFF CAPACITY 56' =5040 GALLONS DETENTION BOTTOM OF TANK = 328.00 24' -11 RISQINED 12'x 12"x 1r DEAOWN 1/3 TANK CAPACITY BAFFLE WALL ORIFICE PER 1 SEWER GUIDEI SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) REIRM 12 *x 12'x 1r DEJ1011AN 10,500 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CUP ► 4 HOLD DOWN STRAP LOCATION 0 TYPE '13' LIFT LUG - SD TYPE '13' LIFT LUG - HD 8000 GALLON STEP TANK RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL GRADING RIM = RIM=350.96 CONTRACTOR 24' TO VERIFY WITH FINAL 30' RISER GRADING RISER TOP OF TANK or 336.00 32' =2534 GALLONS 4' WORKING VOLUM EMERGENCY STORAGE 1426 GALLONS eP y \ ` -tIOAT ON 2/3 TANK FLOAT OFF CAPACITY 56' =5040 GALLONS DETENTION BOTTOM OF TANK = 328.00 24' -11' REMM 12'x 12"x 1r DEUM SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REOIUIREMETNS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) 1/3 TANK CAPACITY BAFFLE ALL AN ORFlCE PEWR AN SEWER GUIDELINE FBIM 12'x 12•x 1r DDM W 71880 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CUP Be 4 HOLD DOWN STRAP LOCATION 0 TYPE '13' LIFT LUG – SO TYPE '13' LIFT LUG – HD SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REIAUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF 8101UBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS 9- w 0 a a w 5 2102 CARRIAGE DRIVE, BLDG. N, OLYMPIA, WASHINGTON 98502 P: 360-M-1465 P: 360352 -1509 W W W.SHEACARRJEWELLCOM 42030 EO 0. G~ VAL E� Q, • j� V�7 RJL $CAU. AOWMe1GY 111L N13 APKIL'2UUH APPROVED FOR CONSTRUCTION '10B N. 1290 -01 DRAWNG FlIE Na BY: Date: 129091- UT -06.d Development Services Bnj r DRAWNG No: APPROVAL EXPIRES: UT-06 _. __ SHEET No; 16 K 18 W V) n Q XQ W �U? LLI c� G y YVUJI W W V 42030 EO 0. G~ VAL E� Q, • j� V�7 RJL $CAU. AOWMe1GY 111L N13 APKIL'2UUH APPROVED FOR CONSTRUCTION '10B N. 1290 -01 DRAWNG FlIE Na BY: Date: 129091- UT -06.d Development Services Bnj r DRAWNG No: APPROVAL EXPIRES: UT-06 _. __ SHEET No; 16 K 18 M 0 a a U g 6 a i6 EQ 6 3g N Q o V 3 SEC 29, T 17 N, R 2 E, WM LEGEND: 30' 0 30' 60, 0-0 SCALE: 1' =30' A Scale FEET 0-0-0 0 co 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. PROPOSED SINGLE MOUNTED ILLUMINATION POLE PROPOSED DOUBLE MOUNTED ILLUMINATION POLE PROPOSED BOLLARD LIGHTING FIBERGLASS JUNCTION BOX CONDUIT O CONSTRUCTION NOTE CONSTRUCTION NOTES: Li 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 MALL ADJUST LOCATIONS AS NECESSARY TO PREVENT CONFLICTS WITH OTHER UTILITIES WIRING SCHEDULE RUN CONDUIT SIZE* WIRE /CABLE REMARKS �2 AWG AWG /8 AWGGRD STATION 1 1 A 1 2 1 ILLUMINATION N A STA: 5+89, 136 R *ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. LIGHTING SCHEDULE ID, CIRCUIT NO. SERVICE NO. FIXTURE TYPE POLE TYPE POLE HEIGHT TENON TYPE STATION BASE STYLE IL A 1 KSF3- 100W -MH SP 25' N A STA: 5+89, 136 R FIXED THURS ON COUNTY PUBLISHED BENCHMARK / 784A A 1 KSF3- 100W -MH SP 25 N A STA: 5+26, 283' R FIXED A 1 KSF3- 10OW -MH SP 25 N A STA: 4+00, 28 R FIXED A 1 KSF3- 100W -MH SP 25' N A STA: 2 +74, 283' R FIXED A 1 KSF3- 100W -MH SP 25' N A STA: 2 +52 165' R FIXED A 1 KSF3- IOOW -MH SP 25' N A STA:3+68, 96' R FIXED A 1 KSF3- 1OOW -MH SP 25' N A STA: 5+26, 455' R FIXED A 1 KSF3- IDOW -MH SID 25' N A STA: 4+DO, 455' R FIXED A 1 KSF3- 100W -MH SP 25' N A STA: 2 +59, 455' R FIXED BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE W s 0 U } U K W 2 N S W K '" R ELL 2102 CARRIAGE DRIVE, DLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -M4465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM Rp NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 W AND GPS2 N z JIM GIBSON WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (HAD 83/91) z DRANK BY: X IL CADD CHECKED BY: �Vz O H w N NAVD 88 ILLJ z THURS ON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT �Qm FALLS IN CENTER OF SIDEWALK. (S -82 -E/ i) FROM S.E. CORNER OF HomzoNTAL SCA : TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66'` YVw J Lu W Rp NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 ' W M AT RILL rue' F MT. rx 0011(;Nar AND GPS2 PROJECT ENGR /ARCH: JIM GIBSON WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (HAD 83/91) DESIGNER` JIM GIBSON DRANK BY: L HURTADO CADD CHECKED BY: VERTICAL DATUM JIM GIBSON CHECKED BY: NAVD 88 JIM GIBSON CHECKED/ APPROVED BY: AMY HEAD THURS ON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT STMJPED BY: JIM GIBSON FALLS IN CENTER OF SIDEWALK. (S -82 -E/ i) FROM S.E. CORNER OF HomzoNTAL SCA : TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66'` NYRIL LUUB APPROVED FOR CONSTRUCTION 'TDB N. 1290-01 DRAMNG RIE No: BY: Date: 1290-01 -ILV DmlDpmem Se[,k s Engineer DRARING N. APPROVAL EXPIRES: IL -01 SHEET N. 17 ..' 11! 'i G z �Z S 0 a z Z g �N I? a7. rn l y E v S� sz Nor N oa ai Oda. 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BY: Date: 1290 -01 -IL -02 Development Services Engineer DRAWNG Na APPROVAL EXPIRES: IL -02 9NEE1 No: tS k is