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20070404 Extended Signed Civil Plans 08232014 (Creek St Commercial)GENERAL CONSTRUCTION NOTES: 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS. CITY OF YEW 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 M. 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA AND WASHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN 1 ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS ANY REQUIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE 4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YAM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REQUIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A TWO -YEAR WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YEW 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 UTWIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE CONTRACTOR TO CALL 1- 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 AUGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS 11. IT SHALL DE 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 -381 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMWs). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGHING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS s AND THE GENERAL PUBUC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT s INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR SHALL PROVIDE ALL FLAGGING, SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE t AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES 111 ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE a 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 PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK. 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROCESS OR COMPLETION OF WORK BEING PERFORMED BY 07HER CONTRACTORS 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YEW AND THE PROJECT g OWNER. s 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR R ORIGINAL 'PRE CONSTRUCTION' STATE OR BETTER Al 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE g MAINTAINED AT ALL TAMES. is CALL BEFORE YOU DIG 1r THE CONTRACTOR'S HALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s w PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG THE UNDERGROUND =ff LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 29, T 17 N, R 2 E, WM CREEK STREET MIXED USE - COMMERCIAL CITY OF YELM GENEML NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL FLANS SHALL EE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL, NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 1 ALL CURB AND GUTIER, STREET GRADES, SIDEWALK GRADES AND ANY OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT $HAIL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORATING SUCH WORK, 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE MTH THE STANDARD SPECIFICATIONS THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAYING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR/OEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. CONSTRUCTION PLANS YELM, WA 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 RENEW APPROVAL SATISFIES ALL CRITERIA SET FORTH IN SECTION 17.84.020(C) YMI MEETS ALL REQUIREMENTS OF THE (1) INDUSTRIAL ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF THE YELM MUNICIPAL CODE THEREFORE, THE SITE PLAN SHOULD BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NON- SIGNIFICANCE ARE HEREBY REFERENCED AND ARE CONSIDERED CONDITIONS OF THIS APPROVAL 2. NO STRUCTURES SHALL BE CONSTRUCTED WITHIN THE 100 YEAR FLOODPLAIN AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAPS AS PUBLISHED. 3. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACILITY CHARGE (TFC) IS $1,276 PER NEW PM PEAK TRIP, GENERATED BY THE PROJECT. ACTUAL COSTS SHALL BE DETERMINED AT BUILDING PERMIT ISSUANCE 4. STREET FRONTAGE IMPROVEMENTS SHALL BE REQUIRED ON CREEK ROAD HE AND SHALL BE CONSISTENT WITH THE CITY OF YEWS DEVELOPMENT GUIDELINES 5. THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUAUFlED OPEN SPACE, INCLUDING AN EASEMENT BENEFITING THE CITY OF YAM FOR CREEK RESTORATION. 6. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER OF UNITS WHKH WILL FALL WITHIN THIS AREA TO ENSURE DENSITIES IN THIS ENVIRONMENT DO NOT EXCEED TWO DWELLINGS PER ACRE, 7. A MINIMUM OF 10 PERCENT OP THE GROSS AREA OF A MULTI - FAMILY DEVELOPMENT SHALL BE DEDICATED AS USABLE OPEN SPACE 8. THE APPLICANT WILL BE REQUIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY O YEW TO ACCESS THE SHORELINE AREA FOR ANY CITY OR STATE SPONSORED PROJECTS THAT MIGHT RESULT IN CREEK AND FLOOD PROTECTION ENHANCEMENT. 9. THE PROPOSED SITE SHALL CONNECT TO THE CITY'S WATER SYSTEM. THE CONNECTION FEE AND METER FEE WALL BE P,STABUSHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246 -29D -490 WAG SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY AN ENGINEERS ESTIMATE FOR WATER USAGE PILL 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 DE ABANDONED PURSUANT TO APPLICABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH REGULATIONS. EVIDENCE THAT ALL WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED PRIOR TO APPROVAL OF CIVIL ENGINEERING PLANS � fc d �r ezu i a�a L FURNITURE 100' 0 100' 200' SCALE 1'5100' Scale FEET N T\ OWNERIAPPLICANT.'_ �( / PARCEL. 64303400501 A 6430.'4400502 SP -01 OWNER: 3 RICK C HRISTENSEN I I 11915 CLEAR LAKE RD. S / EATONVILLE, WA 98328 5 SITE ADDRESS TESC NOTES AND DETAILS 10602 106th AVE. SE CG-01 YELM, WA 98597 7 UT -0A UTILITY MAP CONSULTANTS_ SD -01 CIVIL, 9 SHEA. CARR 3 JEWELL INC.. STORMWATER, GRADING AND PAYING NOTES I: DETAILS 2102 CARRIAGE DRIVE BLDG H SD-03 OLYMPIA, WA 98502 11 PH: (360) 352 -1465 WATER PLAN FX: (360) 352 -1509 UT -02 CONTACT: JIM E. GIBSON, PE 12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STORMWAIER MANUAL, AS ADOPTED BY THE CITY OF YEW. BEST MANAGEMENT PRACTICES (ETNA ARE REOUNED DURING CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS ARE REWIRED 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 1.1 PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF YEW 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 NTH 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 O YELM, AND MAY INCLUDE FDC% FIRE HYDRANTS, AND/OR FIRE LANES FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020 (Bx6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YEW. 16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REQUIRED LANDSCAPING A ALL REQUIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD OF GRASS B. TYPE 11 LANDSCAPING IS REQUIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER OF THE SITE. TYPE II LANDSCAPING IS NOT REQUIRED ON THE EAST PROPERTY LINE WHICH FALLS WITHIN THE SHORELINE JURISDICTION AREA THE SHORELINE JURISDICTION AREA IS TO REMAIN IN ITS NATURAL STATE. G TYPE III LANDSCAPING IS REWIRED ALONG STREET FRONTAGE OF GREEK ROAD NE D. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PARKING AREAS E TYPE V LANDSCAPING IS REQUIRED FOR ABOVE GROUND STORMWATER FACILITIES F. A FINAL DETAILED LANDSCAPE PLAN IS REQUIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL 17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM. C. THE SITE PLAN IS VALID FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST THE SITE PLAN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL. IF YOU NEED ADDITIONAL INFORMATION OR ASSISTANCE, PLEASE CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 4581 GOVERNING AGENCIES: CITY OF YELM: PO BOX 479 105 YELM AVENUE (WEST YEW, WASHINGTON 98597 PH: (360) 458 -3635 SURVEYOR: PRIM SURVEYING, INC.: PO BOX 110700 TACOMA, WASHINGTON 98411 PH: (253) 404 -0983 ZONING: C -2 UTILITIES SEWER/WATER: CITY OF YEW: PO BOX 479 105 YEW AVENUE WEST YEW, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. HE OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 41H ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 381H ST TACOMA, WA 96409 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 STATE v ., ,, n VICINITY MAP NOT TO SCALE SHEETIDRAWING INDEX SHT No DWG No DRAWING TITLE PROJECT SITE 1 CV -01 COVER SHEET 2 SP -01 SITE PLAN 3 EX -01 EXISTING CONDITIONS 4 EC -01 TESL PLAN 5 EC -02 TESC NOTES AND DETAILS 6 CG-01 GRADING PLAN 7 UT -0A UTILITY MAP 8 SD -01 STORMWATER PLAN 9 SD -02 STORMWATER, GRADING AND PAYING NOTES I: DETAILS 10 SD-03 STORMWATER, GRADING AND PAYING DETAILS 11 UT -0 WATER PLAN 12 UT -02 SEWER PLAN 13 UT -03 WATER AND SEWER NOTES & DETAILS 14 UT -04 WATER DETAILS 15 UT -05 WATER AND SEWER DETAILS 16 UT -06 SEWER DETAILS 17 IL -01 ILLUMINATION PLAN 18 IL -02 ILLUMINATION DETAILS LS-01 LANDSCAPE PLAN (SUBMITTED SEPARATELY BY OWNER) IR -0 IRRIGATION PLAN (SUBMITTED BY SEPARATELY OWNER) CANS7-7 S CI n C -7"r ,4 ti �= �' J ham: lti'P'Ft�YZ S J P,oc 'y 'BIZ "7"1� I�cr -Oar2 ic1.2'a. v5� BASIS OF BEARING N 057'11' 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 (HAD 83/91) VERTICAL DATUM: NAVO 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS YEW AVE. BALD HILL ROAD 4 CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' SW. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 NGWO 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. CONSTRUCTION EXPIRES: 251 z S�IS9 IqIRI`3 2102 CARRIAGE ORWE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: 300,52.1005 F: 300,52 -1509 W W W.SH EACARRJEWELL.COM JIM W CO) ZD W N � Z Lu a d z ci z w W23 S ci U)VW It W w a a U a U m a a J m 2102 CARRIAGE ORWE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: 300,52.1005 F: 300,52 -1509 W W W.SH EACARRJEWELL.COM JIM G4MI: �< srE ¢ G JNAL t� O xm1Twa FM5.1 as y CV -01 18 W CO) ZD W G Z XQP Lu w W23 ci U)VW } W W V G4MI: �< srE ¢ G JNAL t� O xm1Twa FM5.1 as y CV -01 18 N: 590759.94 E: 1118760.41 N 88'23'51'.60 I I 10' SIDE BSBL FND 5/8' REBAR W/ CAP 20' 0.1' SOUTH OF LINE REAR 9R .SSMFT7LSj 27195 BSBL u I ' d (CONCRETE SIDEWALK e H EE SEE o S SHT SD -03 F DETAIL I RETAIL 11• BLDG 10,500 SF I I I I a. a I 15' FRONT BSBL _ Ib:..SIDEWALK 13 106TH AVENUE S.E. CEMENT yCONCRETE N 1°' 4 VEWA �r I SHEET SD -03 FOR SEC 29, T 17 N, R 2 El WM 12'x26' REFUSE AREA FOR RETAIL/FURNITURE a 1 BLDGS. SEE SEPARATE ARCH. PLANS FOR DETAILS. \ THE RUFUSE AREAS MUST MEET C.O.Y. DESIGN 40.7 GUIDELINES I II 15 (111225' PLAT) vI� 0 CALL. 12.2— ' .• ., .. .,. _ .; .: .•.. 197' _. - - -._ 0 4,560 SF '�°' (610.13' PER R.O.S. 3595810) _ N:59074288 STORAGE FURNITURE \Il I STORE �) 19' `'` 21,600 SF - -- N: 590320.28 1 _ --- E:1118745.41 --- -- - --- -- ° S 8823'49' E— i 5 $ N. 590290.52 ? — E:1118145.13 s CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCAl10N 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 i EXCAVATION. EX REFUSE J LOADING ZONE I I EXISTING BLDG ti 11,140 SF RETAIL WN U � � � fO I YELM o CREEK / DQU , PLAIN 1 Ie Q. 42 QC' < rJ CENTERLINE PER W.S.D.. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. / 1 `N: 590313.35 S 8818'36' E � �— �E:1119358.00 Ja 216.58' } N 01'41'24'E / - -- -¢=-fin 9.40' ' ASPHALT 91 9', 7 SITE DATA: Own: N 12'x14' REFUSE AREA FOR 1 15' RETAIL BLDG. SEE SEPARATE ARCH. PLANS6 FOR DETAILS. THE REFUSE AREAS MUST MEET C.O.Y. DESIGN GUIDELINES � _ LS RD S Z I 360- 458 -3602 SITE ADDRESS 10502 106TH AVE SE W 15' FRONT BSBL ' PARCEL NUMBER(S% 64303400501 - 64303400502 ZONING C -2 UTILITY SERVICES WATER SERVICE J EX m SEWER SERVICE D CUR PRIVATE ON -SITE ELECTRICAL POWER PSE 3I ,.- ( ) FAIRP01NT COMMUNICATIONS E SHT, 6.12 ACRES Yi 05 L0 'S w so o DE D a 0.63 ACRES OR CRITICAL AREAS 1.80 ACRES s w x" 1 STALL PER 400 SF FOR FURNITURE NO STALLS RED FOR STORAGE AREA INSIDE FURNITURE STORE m Q O 10,500 SF COMMERCIAL BLDG PARKING STALLS PROVIDED 27 PARKING STALLS REWIRED 42 7,8DO SF COMMERCIAL BLDG PARKING STALLS PROVIDED 33 PARKING STALLS REWIRED 31 21,600 SF FURNITURE STORE PARKING STALLS PROVIDED 68 PARKING STALLS REWIRED 54 11,140 SF EXISTING RETAIL BLDG PARKING STALLS PROVIDED 48 PARKING STALLS REWIRED 45 I 3 CONCRETE SIDEWALK RETAIL 3 SEE SHT SD -03 FOR BLDG E DETAIL I 7,800 SF s 20' a Cd 15 -5 60' Cd 10' SIDE BSBL N: 590320.28 1 _ --- E:1118745.41 --- -- - --- -- ° S 8823'49' E— i 5 $ N. 590290.52 ? — E:1118145.13 s CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCAl10N 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 i EXCAVATION. EX REFUSE J LOADING ZONE I I EXISTING BLDG ti 11,140 SF RETAIL WN U � � � fO I YELM o CREEK / DQU , PLAIN 1 Ie Q. 42 QC' < rJ CENTERLINE PER W.S.D.. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. / 1 `N: 590313.35 S 8818'36' E � �— �E:1119358.00 Ja 216.58' } N 01'41'24'E / - -- -¢=-fin 9.40' ' ASPHALT 91 9', 7 SITE DATA: Own: RICK5 HLEEN N 2 LS RD S Z EATONWLE, WA 98328 360- 458 -3602 SITE ADDRESS 10502 106TH AVE SE W YELM, WA 98597 PARCEL NUMBER(S% 64303400501 - 64303400502 ZONING C -2 UTILITY SERVICES WATER SERVICE CITY OF YELM SEWER SERVICE CITY OF YELM STORMWATER PRIVATE ON -SITE ELECTRICAL POWER PSE NATURAL GAS PSE TELEPHONE FAIRP01NT COMMUNICATIONS TOTAL SITE AREA 6.12 ACRES NEW DEVELOPMENT AREA 252 ACRES EXISTING DEVELOPMENT 1.17 ACRES EXISTING RIGHT OF WAY 0.63 ACRES (106TH AVE SE TO BE DEDICATED TO CITY) CRITICAL AREAS 1.80 ACRES PARKING REQUIREMENTS w 1 STALL PER 250 SF FOR RETAIL 1 STALL PER 400 SF FOR FURNITURE NO STALLS RED FOR STORAGE AREA INSIDE FURNITURE STORE TOTAL PARKING STALLS PROVIDED 176 TOTAL PARKING STALLS RED. 172 10,500 SF COMMERCIAL BLDG PARKING STALLS PROVIDED 27 PARKING STALLS REWIRED 42 7,8DO SF COMMERCIAL BLDG PARKING STALLS PROVIDED 33 PARKING STALLS REWIRED 31 21,600 SF FURNITURE STORE PARKING STALLS PROVIDED 68 PARKING STALLS REWIRED 54 11,140 SF EXISTING RETAIL BLDG PARKING STALLS PROVIDED 48 PARKING STALLS REWIRED 45 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 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (5 -82 -E/ T) FR0M S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 Date: ��r services Enginar / z �,r EXPIRES: k 2 l N i I I c I, 2102 CARRIAGE DRWE, BLDG. H. GLYMPW, WASHINGTON 98502 P: 360494465 F: 360462 -1509 W W W.SHEACARRJEW ELL.CGM W N) n 1', Z Q Z XQo QO Z Ill Lu 1.- YVLu co) W W 0 AmiO 'w...�' 9 11,1 GE H01 A� F 9m, svlE Acmmxar SP -01 2 — 18 U N 2 ✓J C3 Z W N Y W W W d a maam w w w w w N i I I c I, 2102 CARRIAGE DRWE, BLDG. H. GLYMPW, WASHINGTON 98502 P: 360494465 F: 360462 -1509 W W W.SHEACARRJEW ELL.CGM W N) n 1', Z Q Z XQo QO Z Ill Lu 1.- YVLu co) W W 0 AmiO 'w...�' 9 11,1 GE H01 A� F 9m, svlE Acmmxar SP -01 2 — 18 W 60, SEC 29, T 17 N, R 2 El WM SCALE 1• =30' Scale FEET N 64303400400 \ "f STONE / FIELD OLD FENCE 5 TO 11 FEET \ \ WIDE W/ 0l0 BARB vnAE FENCE YELM CREEK APARTMENTS � \ _ BARBED INRE FENCE \ LLC 7 I x X--- --- ---�� x x x _� a0.2' 1 1 N 88'23'51" W �� - _ + (11125' PLAT) 20 X 1112.3' CALC. ) X ! �_��_ X k xBARBEp WIRE FENCE y1 \ 1 - X -_ x -. 72.2' ... X _ -___ X -'-_ x - -( e \ \I I 609.85' CALL, -- -- _— - -- -- / (610,13' PER R.O.S. 3595810) STONE LD FENCE 5 TO 11 END 5/8" REBAR W/ CAP _ _ = - FEET WD w/ oLO BARB w1RF 0.1' SOUTH OF LINE F Cc R.SWIFT LS# 27195 9/18/07 I 3z I 3 A.P.N. 64303400501 o m o m oo °z °oz I g I m a Ian r d ¢ STORM CATCH BASIN STORM CATCH BASIN a rn RIM = 348.97 r / RIM = 350.00 I \ sM LE. = 347.07, 12'PLAS. ((SE) ) j LE. = 347.99, 10 "CONC. (N)I g < LE. = 346.96, 12 "PLAS. (SW) ff LE. = 348.13, 8-CONC. (S) I LE. = 346.98, 12 "LP. (NW) _ 0 STORM CULVERT .E. = 346.70, 12 °ADS / m 3 D8 w--- --w- -- _ ._ _ - s S--, w 1 — -w --- w -- -w w ---- ' - - -- -- - --- --- -- w -- -- w--- -w- -- -- -- CONIC. WALK _ \ \ -STORM CULVERT \ 1 - _ - "7y E. = 346.72. - - -- - is 352 I } � �l � 12 "A05 STORM CCATCH BAST '^ RIM = 350.06 r__-� w ----- Yy ----- w ------ w____ Vy_____w___ -_w i I.E. = 348.04, 8'CONC. (N) / STORM CULVERT STORM CATCH BASIN 5`0 LE. = 348.11, 10 "I. P. (� A T 12 °A 347.22, I� i RIM = 348.84 \ \\ / \ D8``_ J Y� LE- = 346.08, 121.P, (NW) I.E. _ El'�- -�� 346.791 72 "PLAS. STORM CATCH BASIN RIM = 348.5I I LE. = 346 60, PLAS. (NW) LE. 346.65, I2 -PLAS, S (S) STORM CATCH BASIN % RIM = 349.14 i ? N I.E. = 347.21, 12 "PLAS. (N) IE Z7 0° 3 V A 347.27, 12-PLAS. (s) o 7: LOTS 3 r r l STORM CATCH BASIN w / THE 100 YEAR FLOOD S p I \ i RIM = 349.44 i j ) / ELEVATION 3442.TMF HE CONMSTTRUCTION = LF = 347.62 1YPLA5. N i 2 PLAN DATUM IS NGVD AND I$ 02 P THEREFORE 3.4z' 'GREA THAN FEMA MAP. THEREFORE 1H FLOOD PLAIN 354- 3 ELEVATION SHOWN IS .42 �—I&?I&?IgIul m 6 C w z O L U { O w � z U Z O N n Z z U Z m W I.L.I LV V N W W W Y Z U C� U N W OU J W W J N a m a a m W W W W W 2107 CARRIAGE DRIVE, SLDG.H, OLYMPIA, WASHINGTON MM P: 780152 -1N5 F: 780-152 -1508 WWW.SHEACARRJEWELL.COM I mt0 FGI ST ERf� G.1 TONAL EN BASIS OF BEARING V �•w N 0137'11• E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF secnoN zs BEN AND THURSTON COUNTY PUBLISHED MONUMENTS 788 xa AT Ru scvE - - - - - - - - AND GPS2 F Nox /AR Auamxar �H _ — \ \ i PROJL -GT Unit /NtCX: WASHINGTON STATE PLANE COORDINATE SYSTEM JIM GIBSON — - -\� SOUTH ZONE (NAD 83/91) JIM GIBSON i 9 P / S 88'23'49" E �%— " 4 5� ---- \ •\ S 88'18 "36" E i DRewR er. OH - _- �wv _y! 216..`18' LHURTADO cr, CONIC. CURB \ - - __- - - -_ __ _ BY. NAVD 88 JIM 39 4' y - - - - - -- -- - --��- - - - r. a cAnD aECKED --p -= _ _ -. ON 3 i THURSTON COUNTY PUBLISHED BENCHMARK / 784A aAM AMY $ _ ELM AVENUE (STATE ROUTE 507) - — - - - - -- S - �- - - __._ - __ - - -�-- OH - - JIM NEB Br. STORM CATCH BASIN 01'41'24 "E --- - - -- _ - . -. _ _ ��-� _ _L_ -___ _ FIVE CORNERS. YELM AVE. BALD HILL ROAD R CREEK STREET. PgNT GIBSON 9.40' -- - -- - -- -- (S -82 -E/ 7) FROM S.E. CORNER OF RIM = 353.06 _ STORM CATCH BASIN _i - - _ /� E�P� FALLS IN CENTER OF SIDEWALK, IM BSON 9 I.E. = 350.71, 12 "ADS (N) -� RIM = 350.39 S. LINE, LOT 5, BLOCK 34, o --T�- - - :- -- -- .._._ ._ - � TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. HatamRT& sGUe Li LE. = 350.81, 12 "ADS (W) LE. = 347 McKENNA IRRIGATED TRACTS ' -- - -- - --�� "PLAS. �`---- - -_--- - -- --- - - - - -- - --- - - -- _.. - ELEVATION = 359.66 vrnnuL scua WA CENTERLINE PER W S D 0 -- -- _ - r BATE MONUMENTATION MAP JCT SR 510 TO S CALL BEFORE YOU DIG BALD HILLS RD. VICINITY DATED t THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 9/22/00 BY 91L1 _Y R, MUMMA ELLS. w PROTECTION OF ALL EASING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL ' UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (600) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. APRIL 2009 JOB N. 1290-01 MAWNG RUE Na 129MI-EX-Ol.dwg PRAWNC Na EX -01 SHEET Na ,t •a w z O L U { O ^V Q � z U Z O UJI z Uj10`m V W I.L.I LV V mt0 FGI ST ERf� G.1 TONAL EN BASIS OF BEARING V �•w N 0137'11• E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF secnoN zs BEN AND THURSTON COUNTY PUBLISHED MONUMENTS 788 xa AT Ru scvE - - - - - - - - AND GPS2 F Nox /AR Auamxar �H _ — \ \ i PROJL -GT Unit /NtCX: WASHINGTON STATE PLANE COORDINATE SYSTEM JIM GIBSON — - -\� SOUTH ZONE (NAD 83/91) JIM GIBSON i 9 P / S 88'23'49" E �%— " 4 5� ---- \ •\ S 88'18 "36" E i DRewR er. OH - _- �wv _y! 216..`18' LHURTADO cr, CONIC. CURB \ - - __- - - -_ __ _ BY. NAVD 88 JIM 39 4' y - - - - - -- -- - --��- - - - r. a cAnD aECKED --p -= _ _ -. ON 3 i THURSTON COUNTY PUBLISHED BENCHMARK / 784A aAM AMY $ _ ELM AVENUE (STATE ROUTE 507) - — - - - - -- S - �- - - __._ - __ - - -�-- OH - - JIM NEB Br. STORM CATCH BASIN 01'41'24 "E --- - - -- _ - . -. _ _ ��-� _ _L_ -___ _ FIVE CORNERS. YELM AVE. BALD HILL ROAD R CREEK STREET. PgNT GIBSON 9.40' -- - -- - -- -- (S -82 -E/ 7) FROM S.E. CORNER OF RIM = 353.06 _ STORM CATCH BASIN _i - - _ /� E�P� FALLS IN CENTER OF SIDEWALK, IM BSON 9 I.E. = 350.71, 12 "ADS (N) -� RIM = 350.39 S. LINE, LOT 5, BLOCK 34, o --T�- - - :- -- -- .._._ ._ - � TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. HatamRT& sGUe Li LE. = 350.81, 12 "ADS (W) LE. = 347 McKENNA IRRIGATED TRACTS ' -- - -- - --�� "PLAS. �`---- - -_--- - -- --- - - - - -- - --- - - -- _.. - ELEVATION = 359.66 vrnnuL scua WA CENTERLINE PER W S D 0 -- -- _ - r BATE MONUMENTATION MAP JCT SR 510 TO S CALL BEFORE YOU DIG BALD HILLS RD. VICINITY DATED t THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 9/22/00 BY 91L1 _Y R, MUMMA ELLS. w PROTECTION OF ALL EASING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL ' UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (600) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. APRIL 2009 JOB N. 1290-01 MAWNG RUE Na 129MI-EX-Ol.dwg PRAWNC Na EX -01 SHEET Na ,t •a 30' 0 30• sD' SEC 29, T 17 N, R 2 El WM SCALE: 1*=36 N scow FEET LEGEND: STABLIZED CONSTRUCTION ENTRANCE 64303400400 - ® INLET SEDIMENT PROTECTION YELM CREEK APARTMENTS - LLC SEDIMENT TRAP SILT FENCE b f 1 4 FURNITURE STORE I -- CLEARING LIMITS 1 l (TYR) I 1 ..t INSTALL SILT FENCE AS DIRECTED BY ENGINEER OR INSPECTOR o m o m SEE DETAIL SHT EC-02 (TYP) °z o °z 0 o RETAIL T ai : at 1 BLDGc INSTALL INLET SEDIMENT PROTECTION TO PROTECT NEW STORM SYSTEM ( o- SEE DETAIL SHT EC -02 (TYP) 1 Aftk INSTALL STABIUMD I CONSTRUCTION ENTRANCE SEE DETAIL SHT. EC -02 '1 — 1 I I � iCIF —CIF �T. 106TH AVENUE S.E. I INSTALL INLET SEDIMENT TRAP AS .- - -, NECESSARY OR AS FEATHER o n - DICTATES SEE DETAIL SHT. EC -02 I 1 1 0 1 INSTALL STABILIZED CONTRACTOR TO SAWCUT AND o m CONSTRUCTION REMOVE 1 FOOT OF EXISTING 1 o a ENTRANCE ASPHALT BEFORE MATCHING NEW SEE DETAIL _ ASPHALT 0 o SHT. EC -02 -- INSTALL INLET SEDIMENT I PROTECTION TO PROTECT -- T EXISTING SYSTEM (TYP) 0 RETAIL y I Eli 1 BLDG CLEARING LIM (TYP) 1 $ YELM AVENUE (STATE ROUTE 507) R E s CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 3 EXCAVATION. —* CLEARING LIMITS - - - - -- SAWCUT NOTES: 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP NA INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING 2. FLAG OR FENCE CLEARING LIMITS 3. POUT SIGN WITH NAME AND PHONE NUMBER OF EROSION & SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REWIRED. 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 01'57'11' E FOR THE NEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (HAD 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' SW. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 R FOR CONSTRICTION By: DL P z�z VE I$CIVIC08 B1, APO AL EXPIRES: 9IS�I�1I�1IS4 HIMNB "'R I&ELL 2107 CARRIAGE DRIVE, BLDG, H, OLYMPIA, WASHINGTON 00502 P: 3004524485 F: 350-35Z -1500 2 J CL V W F W Fn 0 Xao z NWy 823 U) 0 m V Lu W W VOWAR WA, d F n c 0O � z 7 z R 0 FOM3ISTS% G�Z TONAL E� 11� f6p0 JIM DE5waw r F Fm,, STNS lALp10.Y EC-01 4 — 18 [V M Z w z a z U N F F U n WU m m d m 4 HIMNB "'R I&ELL 2107 CARRIAGE DRIVE, BLDG, H, OLYMPIA, WASHINGTON 00502 P: 3004524485 F: 350-35Z -1500 2 J CL V W F W Fn 0 Xao z NWy 823 U) 0 m V Lu W W VOWAR WA, d F n c 0O � z 7 z R 0 FOM3ISTS% G�Z TONAL E� 11� f6p0 JIM DE5waw r F Fm,, STNS lALp10.Y EC-01 4 — 18 EROSION CONTROL NOTES: SILT FENCE: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). a A TWO SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WADE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A ARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE CL THE POSTS USING HEAVY -DUTY ARE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS THE ARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5 HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO DUSTING TREES S. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE ARE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CAS, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. & FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TI 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 I IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR PO.YAMIDE GEOTEXTILE FABRIC MAY BE USED AS FILTER MATERIAL THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND ONE -HALF (4.5) OUNCES PER SQUARE YARD, MULLIN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT STALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS 3 OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GRATER THAN 24 INCHES HIGH. 2. PUCE ARE 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 ARE MESH WITH 1/2 -INCH OPENINGS a PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS USE 3/4-70 3 -INCH GRAVEL 4. PUCE ARE MESH OVER THE DROP INLET SO THAT THE ARE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE USE HARDWARE CLOTH OR COMPARABLE ARE MESH WITH 1/2 -NCH OPENINGS IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PLACE FILTER FABRIC OVER ARE MESH. 0 5, PUCE 3/4 -INCH GRAVEL OVER THE ARE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 a INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT s LEAST 18 INCHES ON ALL SIDES I 6. F THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND LEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HK:LY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNC71 N WITH AN ORGANIC W MULCH SUCH AS STRAW AND WOOD FIBER. j 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LNEAR YARD. IT MUST BE SO APPLIED G THAT IT IS N COMPLETE CONTACT WITH THE SOIL s a NETTING SHALL BE SECURELY ANCHORED TO THE SOL WITH NO. 11 GAUGE ARE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWAES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. a NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. ` CHECK DAMS 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. ROT( CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF 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. 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 CAWING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY t EXCAVATION. SEC 29,T17NYR2E7 WM EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL S CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE mL%IRU02 ENTRANCES: 1. MATERIAL SHALL BE 4' TO 6' QUARRY SPALLS AND MAY BE TOP-DRESSED WITH 1' TO 3' ROLL (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE -FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES a ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. F THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEEIA 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 M A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE GENERAL EROSION CONTROL NOTES: I. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. F A CONFLICT EXISTS BETWEEN THE MANUALS THE MOST STRINGENT SHALL PREVAIL 2• EROSON CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATKN AND MAINTENANCE OF ALL EROSION CONTROL MEASURES NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OFF -SITE PROPERTIES 3• EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT/CONSTRUCTION SITE B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABUZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS /EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION/SEDIMENTATION CONTROL FACIUTIES SHALL BE MAINTAINED N A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABNZED. 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 N THE STORYWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SRALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR ANID /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT N CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED T0, 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 PUCE AS WEATHER PERMITS 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASS ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION/SILTATION PROBLEMS 9. CLEARING AND GRADING WITS SHALL BE STAKED N THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER ALL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SI..TATION. 12. THE CONSTRUCTION OF TRENDIES (E.G., PIPES UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR sPEanrARKNS SHALL REQUIRE THAT. A NO MORE THAN 500 FEET OF TRENCH ON A DOMNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES 11 TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES 14. TRACKING OF SGT., MUD, OR DEBRIS OFF -SITE ALL NOT BE ALLOWED. F SOIL, MUD, OR DEBRIS IS TRACKED 04TO 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 VEHICLES TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBUC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS SHOULDERS UTILITY EASEMENTS STAGING AREAS CONSTRUCTED WETLANDS AND OAT/FlLL SLOPES 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. SAS SHALL BE REPAIRED, RESIDED, AND FERTILIZED AS REQUIRED. 17. TKU MAINTAIN FUNCTION, FILTERS STALL BE REMOVED AND CLEANED OR REFACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS PRIOR TO INSTALLATION. 1& NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WALL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS PONS. OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SIRE DISIURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITIIN SEVEN (7) DAYS. / INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT 000. // FILTER FABRIC UNDER QUARRY SPALLS �/ PER SPECIFICATIONS THIS SHEET %!71 1 NOTES: 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD REFERENCE: OMP STORMINATER DRAINAGE MANUAL FOR "0F OLYMPIA, WASHINGTOWN01 Cf05 °��STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE 07QWT GRATE ELAINE _ OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED WATER CROSS SECTION • NOTTOSCALE GRAZE RETRIEVAL SYSTEM OVERFLOW BYPASS GEOTEXRLE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS ISOMETRIC VIEW NUr TOSCALE HEA REFERENCE: BIAP ARP.. STOMINATER DRAINAGE MANUAL FORCRY OF OLYMPM, WASHINGTONIMI C20 DATE cum STORM DRAIN INLET PROTECTION w/ CB FILTERS IN FILTER FABRIC SHALL BE SPLICED AT USE STAPLES ARE RINGS OR EQUIVALENT TO I FABRIC TO POSTS FABRIC MATERIAL 60' WADE ROLL% USE S OR ARE RINGS TO ATTACH FABRIC TO ARE 4 Go ARE FABRIC OR EQUIVALENT, IF RD STRENGTH FABRIC USED N Ilfl BURY BOTTOM OF FILTER IJ MATERIAL IN 4'X4' MIN TRENCH 4'K4' MIN TRENCH, PROVIDE 6' -0' MAX 314' TO 1 -112' WASHED POST SPACING MAY DE INCREASED TO 8' IF ROCK OR NATIVE BACKFILL ARE BACKING IS USED 2•X2• WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT ,SHEA REFERENCE: MAP `ARIL STORMVATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WP.SHINGTOMI C23T DATE: 0=7 SILT FENCE _ SURFACE AREA DETERMINED AT TOP OF WEIR 4' MIN 1' MIN. OVERFLOW 1' MIN. y EFLAT 1.5' MIN. BOTTOM 3/4' -1.5 /RIPRAP WASHED GRAVEL GEOTEXTILE Y -4' ROCK DISCHARGE 70 STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION HEA REFERENCE: ARR. STORMINATER DRAINAGE ANNUM. FOR KING COUNTY, WASHINGTON DATE SEDIMENT TRAP D FOR CONSTRUCTION BY: Date: VL Y o Level meet Services Engines 9v1YC VAL EXPIRES: �1 / ` lI11& ?IS�I� 'AR ELL 2102 CARRIAGE DRIVE, BLDG. H. OLYMPIA, WASHINGTON 98502 P: 3604..$' .1488 F: 360452450 Un W J FA a � a Av z n z ME V Z Q WWI U) Ix m Z YvW U H w 9 W w Bi a m a a m w w w w W z m m m z 'AR ELL 2102 CARRIAGE DRIVE, BLDG. H. OLYMPIA, WASHINGTON 98502 P: 3604..$' .1488 F: 360452450 Un W J FA a � Lu Z xa ° V Z Q WWI U) Ix m Z YvW U H a WEI pWARI) ll�A%Of DE NDI AT RAIL ff F NR, MME AIXGDN6LY EC -02 SEC 29,T17N,R2E,WM TIT 30' 0 30' 60' g o 0 SCALE: 1' =30' Scde FEET N -/ � REFENCE' _ I GRADING LEGEND: OF W/ OLD BARB WRE \ \ i 1 X x eaReEO WIRE FENCE 1 - I �.J9t -- PROPOSED CONTOUR \ x - 35n z x x _. ` - X EXISTING CONTOUR = m z z: _'- / X XBARBED MEE FENCE _ - ,\ `\\ GE LINE w In- I^- u x x _ J -- �- - - -- x - ..-- -- - -- \\ - - -_ - - - - - - - RID n x x - - -..__ - x' -- -- 1 2X x GRADE 348 ,\ / ...' •. •.. -' - I STONE f)ELO ffNCF. 5 TO 11 - l TOP CURB `� _ -- 346-- - FEET CEMDL\ W/ OLD BARB 1riRE 350'0 �/ EI w w m A?� FURNITURE - _ mss BOTTOM CURB m - ` u e00o STORE i I v Flow ARROW j 4. 1.90 1.7 . 1 \ _ r- 35149 `v FFE = 352.00 i SPOT ELEVATION _ All 351.m 1.2 - um GENERAL GRADING NOTES: I I I 351. 1.29 351. � . z� 19 351 m ! / / / H ,� a`. �, o• : i I / / / / 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON 351. 35i. . LSD • / / -/ / THE EROSION/SEOIMENTATION CONTROL PLAN (SEE SHTS EC -01 dAR& RETAIL 1• , 4 35.74 EXISTING / i / THROUGH EC -02) SHALL BE CLEARLY FLAGGED BY A CONTINUOUS ELL.. BLDG 351. ? t. LENGTH ff SURVEY TAPE OR FENCING IF REQUIRED PPoOIt TO % 351 41 1.24 0 24 i INFLIRARON / / / ( ) 2102 DARR0IGE DINE, -� 351.28 POND / / / / FFE = 352.00 aeox 351. 351 11 /351.7 ANY CLEARING E GRADING DURING THE UEARINUC710N PERIOD DLDG.x, 4 OLYMPN WASHNGTON 99502 1. s �- ` °' /351.24 351.54 351. 351.7 I I / / I I NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS SHALL P: 360-352.1465 ° SD SD -> X Q--Qi i / / I BE PERMITTED. THE GRADING /CLEARING LIMITS SHALL BE P: 900 -M41 11 sD -;.. w - SD - -- 0� I I / 1 MAINTAINED BY THE CON IRACTOR/TESC SUPERVISOR FOR THE www.exEACAwwEWELL.cGN a \ ro \ i / / \ 75L 351 i sox \ / / I / // / 11 DURATION OF CONSTRUCTION. .55 1 I I ° / / / I c 2. THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION +. _ CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE YELM 35t.� 351.30 351. RIOG�- 1 4 352. _ - "- t. 14 ! I l // CREEK a CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING l4Y RIDGE LINE I II / FLOOD AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO .24 t 154 351. ! I I I / / PLAIN m ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, \ • - I t II I / DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES i \ 35r.m 351.0 1.501 tss I l �I l 3. ANY AREAS OF EXPOSED SOILS, WG.UOING BUT NOT LIMITED TO 6" PVC '� 1.m 351.m .24� * 1.30 / W 78 t .u;�- l; / / ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES 5 \' WATER STUB 351.28 /J 351 SD °�� I / / I ,.. sD i l I THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE NET _ �•y / f SEASON OR SEVEN DAYS WRING THE DRY SEASON SHALL BE ' o MESiIC :- s sEwER `� ' 35tu I 1.85 1 _ - -3°e' - - _ / / / 1 I } IMMEDIATELY STABILIZED PLASTIC THE APPROVED NETTING, TESC EROSIONS (E.G. Q Z -�, - " _ _ - _ - - -- ATE _ .caeca DOMESTIC I - - - - - ° T I /_� _- - // I BLANKETS ETCH Q � J O I CONC. WALK _ -- 4 • , : °8 /. �� i - - - -} 4 �/ _� . r _ �� / / I 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE a �. V Z 106TH AVENUE S.E. s s - -- s s - -5- _ s - - - -__ ' - - - _ - - - ' \ / I INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING _ \ s- '- -s---- s- - - -s -- - --- -� W W -_ -- _ sD- \ / \ ASSOCIATED THE THE PROJECT AND NAI MEASURES, FOR THE z W y Al - - -w j - w --- w-- -w- --- w_ -w ----- 5 �1a_�IERUNE "v' 1.sD \ DURATION OF THE PROJECL ADDITIONAL MEASURES, SUCH AS Z Q D W _____ _____ __-- ___w-- -w-- --w - -� '. "" :.. mmm 1.50 I 1 WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED 3 -(- - CONC. WALK - ...`^ - .B , \ s, - - - - - - - 350- . \ 1 T AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. I O S n t 20 WER ' : - . • s - / / I \\ 5. DURING THE NET SEASON (OCTOBER 1 THROUGH APRIL 30 N (,� W 70 Box 349.so4 4 t - s" wATERU I -- \✓ - - - N Q w / \ INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 C9 Y >- N \ 3 1 rte-., -- - -- w- -- --w--- A--w --- �pw---- - - - --W - / I i \ HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES W 35,,0 , 1. 3 N y ,� MATCILEX ! / \ �� SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE W 351 31148 i/> \' \❑ I / I AFFECTED AREA INCLUDING SPOIL PILES PATH PLASTIC SHEETING, 545 STRAW MATTING JUTE MATTING STRAW MULCH, OR WOOD CHIPS. DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. (\ 351174 351.2 all v ? v A NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF I / GROUND UNLESS OTHERWISE NOTED. \ \ 1.74 5 5 \ �•- 351.24 9. m z v 35L90., z - z T, is v s is R AIL 351m o o BLDG ❑ j FFE = 351.00 3 a 0'S TONAL E \351.4D j %? o BASIS OF BEARING 354 _ _ 4 \ i \ ) / N 0157'11' E FOR THE WEST NNE OF THE \� NORTHWEST QUARTER OF SECTION 29 BETWEEN P THURSTON AND COUNTY PUBLISHED MONUMENTS 788 63 \ \ \ 3 / �' � 351.7 350- - -- v v ,: WASHINGTON STATE PLANE COORDINATE SYSTEM ` w. WIN r I ( \ i � 6 _ SOUTH ZONE (WAD 83/91) JIM GIB ON aRCN: ,e, - ._____.� -�- 350.48 3 --- _._- _ JIM GIBBON � J - . DESIGNER: 1pl ' JIM GIBSON _346 VERTICAL DATUM oRA«x B �lr�I _ _ � i NAVD 88 LHURTADO caxc. CURB ❑ - - - - _ - - - _. 04 -- -- -- On - - ---- THURSTON COUNTY PUBLISHED BENCHMARK 84A Sr. a \\ / .,30-8 ,_ K � 7 JIM GIBBON ° YELM AVENUE (STATE ROUTE 507) \ '�- \ \ \ -- - - . -_ -- '--- -- FIVE CORNERS YELM AVE. BALD HILL ROAD g CREEK STREET. POINT qMY HEAD -- 5 E P. FALLS IN CENTER OF SIDEWALK 5-82 -E 7 FROM S.E. CORNER OF aEaan APPRG`�ED BT. TRAFFIC - -- -- - ?, _ -- - SIGNAL BOX, 22� S.W. SW. FROM CENTER OF BALD HILL RD. SAWI MON = STANPm BC ELEVARON 359.66 NM ORIZaN N TAALW c. - - - NIA DAs APRIL 2009 APP' D OR CONSTRUCTION d0B -0 e CALL BEFORE YOU DIG 1290-01 x / MANING na N. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND BY: Date: 2 �.y O 129Will m: PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL tServicee Engines l °R'F"'NG N°' UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND v Y CG -01 age LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY AP PRO AL EXPIRES: i .3 '?•:.` 3; EXCAVATION. 5H� N. 6 18 A B C D I E r SEC 29,T17N,R2E,WM 3KF 0 30' 60' SCALE 1' =30' FEET S�e N / I STONE FIELD FENCE 5 TO 11 FEET WIDE W/ OLD BARB MIRE FENCE — x x BARBED WIRE FENCE Jv+ � 401 x x x x (1112.25' PLAT) N 88'23'51" W - - '- - - -_� x —_ - -- � .03' CALC. X —_ x x AP ED WIFE FENCE -_, x- z2' x x M - -- X I-- x -- 350 j . I STONE FIELD FENCE 5 TO 11 \ i (610,13 PER R.O.S. 359581D) FEET WIDE w/ OLD BARB ME, p FETJCE FIND 5 /8" REBAR W/ CAP ' V WATER LINE FURNITURE 0.1' SOUTH OF LINE R.SMFT LSq 27195 I II _ / (�) STORE l 9/18/07 i I � I m m v TLITY TUB °0 I � I - - 1" Di IS -� - -- - - -_ -WA T_E_ GONG. WALK 106TH AVENUE S.E. Ly ----- W ----- yv ----- µ,_ a -s w 11" DOMESTI - WATER S1U o I I LG 5 ;n of NI I E. LINE OF THE W. 31 7� - Mam �f \\\\`II - RETAIL 01 SEIM BLDG lily RI,,� "P �l STUB S R ARSON A SIX 0 DOME R '. S 2 55 FM s s - -- s - - - - -S yy W____ yY 8_�{9TE -- —�-- I\ RETAIL BLDG S 88'23'49" 0 LY12`i/.T�C1 CATCH BASIN TYPE 1 So m (Tm) 3D TRATION mRUERY .:.( SO ----------- 4\$D <..JTRASH STORM DRAIN fENCLOSURE - - - _35N -O -- H' 6" W'A/ERLIN / Wr_____yEj_..___1y / 1 � C AQUA SWIRL • I \ \ (YYP) STEP SEWER TANK 3 \ Li - OREASE INTERCEPTOR I y� I J! INIFILTRATIQN 3 I � BENCH • 3 -1 'AIERMAIN EASEMENT PER A.F.N. 3054303 3 - - YELM AVENUE (STATE ROUTE 507) Xi _- i E E, s CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EASTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CARING THE UNDERGROUND LOCATE LINE AT (8DO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 'a EXCAVATION. 395.94' - LEGAL DESCRIPTION N 01'41'24 "E - - -- - t 9,40' 3� , - - CENTERLINE PER W.S.L f-- - - - - -" MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. I h I CATCH BASIN TYPE 2 (TYP) 1� / / /CM!OI & TELEGRAPH PER P.F.N. 583742 5 88'18'36" E / / - a:� O a_.o ___ ON _ __T.__- OH - ! EP. _ I m M s� m' �R Sg IgI &g I-1IS9 LEGEND: N M f EX STORM DRAIN L C5 z m" In m — PROPOSED STORM DRAIN N W FLOW ARROW o EX CATCH BASIN ❑� CATCH BASIN TYPE 1 a m m a m CATCH BASIN TYPE 2 (�1 AQUA SWIRL Ow SO CLEANOUT O INFILTRATION GALLERY HFmp RP –RAP ENERGY DISPERSAL PAD OAR dr%f "XWELL- 2102 CARRIAGE DRIVE. -._--- W-- ... -w - -- EX WATER LINE BLDO.N. OLYMPIA, WASHNGTOR 00002 P: 760-352.1405 Vd D4 EX WATER VALVE/SYMBOL P: 760-3Si-1500 VMI W.SNEACAMEVVFLL.COM M WATER LINE 0 BACKFLOW PREVENTER FIRE HYDRANT Q FDC • POST INDICATOR VALVE H GATE VALVE W L' BEND WITH THRUSTBLOCKING END CAP D o TAPPING SLEEVE IL X Q O uc-CA SPRINKLER DOUBLE CHECK VALVE F L N - --- ----s -- E4STING SEWER FM 160 Q SEWER SERMCE LINE J 3 • SIDE SEWER CLEANOUT 0 0 STEP SEWER TANK W o � E] GREASE INTERCEPTOR V 387.20 LOT 5 6 N 015791' E FOR THE WEST LINE OF THE ' NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 0, '• G m,o R tONAL Ea WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM I THURSTON COUNTY PUBLISHED BENCHMARK / 784A DE Lx8 A --- - - - - -- f MRS 7E11E M2010MBY FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT D: $ _- _-- TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. rcsGIBS JIM GIBSON ELEVATION = 359.66 CONC. WALK J GONG. CURB ❑ 31 7� - Mam �f \\\\`II - RETAIL 01 SEIM BLDG lily RI,,� "P �l STUB S R ARSON A SIX 0 DOME R '. S 2 55 FM s s - -- s - - - - -S yy W____ yY 8_�{9TE -- —�-- I\ RETAIL BLDG S 88'23'49" 0 LY12`i/.T�C1 CATCH BASIN TYPE 1 So m (Tm) 3D TRATION mRUERY .:.( SO ----------- 4\$D <..JTRASH STORM DRAIN fENCLOSURE - - - _35N -O -- H' 6" W'A/ERLIN / Wr_____yEj_..___1y / 1 � C AQUA SWIRL • I \ \ (YYP) STEP SEWER TANK 3 \ Li - OREASE INTERCEPTOR I y� I J! INIFILTRATIQN 3 I � BENCH • 3 -1 'AIERMAIN EASEMENT PER A.F.N. 3054303 3 - - YELM AVENUE (STATE ROUTE 507) Xi _- i E E, s CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EASTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CARING THE UNDERGROUND LOCATE LINE AT (8DO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 'a EXCAVATION. 395.94' - LEGAL DESCRIPTION N 01'41'24 "E - - -- - t 9,40' 3� , - - CENTERLINE PER W.S.L f-- - - - - -" MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. I h I CATCH BASIN TYPE 2 (TYP) 1� / / /CM!OI & TELEGRAPH PER P.F.N. 583742 5 88'18'36" E / / - a:� O a_.o ___ ON _ __T.__- OH - ! EP. _ I m M s� m' �R Sg IgI &g I-1IS9 LEGEND: N M f EX STORM DRAIN L C5 z m" In m — PROPOSED STORM DRAIN N W FLOW ARROW o EX CATCH BASIN ❑� CATCH BASIN TYPE 1 a m m a m CATCH BASIN TYPE 2 (�1 AQUA SWIRL Ow SO CLEANOUT O INFILTRATION GALLERY HFmp RP –RAP ENERGY DISPERSAL PAD OAR dr%f "XWELL- 2102 CARRIAGE DRIVE. -._--- W-- ... -w - -- EX WATER LINE BLDO.N. OLYMPIA, WASHNGTOR 00002 P: 760-352.1405 Vd D4 EX WATER VALVE/SYMBOL P: 760-3Si-1500 VMI W.SNEACAMEVVFLL.COM M WATER LINE 0 BACKFLOW PREVENTER FIRE HYDRANT Q FDC • POST INDICATOR VALVE H GATE VALVE W L' BEND WITH THRUSTBLOCKING END CAP D o TAPPING SLEEVE IL X Q O uc-CA SPRINKLER DOUBLE CHECK VALVE F L N - --- ----s -- E4STING SEWER FM 160 Q SEWER SERMCE LINE J 3 • SIDE SEWER CLEANOUT 0 0 STEP SEWER TANK W o � E] GREASE INTERCEPTOR V _ _ i _ Y CONVEYED TO W S D /VRILLWi RO D�OR CONSTRUCTION 1290-01 Q��, 7� ORAMNG MILE No: BY: Date: 2 t2saot Ur A.dwg \TkM t80rvied Engin= 1v y DMMNG Na APP $ AL EXPIRES: /5 'C 3` UT -01A 9419 N¢ 7 K �pWARD BASIS OF BEARING N 015791' E FOR THE WEST LINE OF THE ' NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 0, '• AND GPS2. m,o R tONAL Ea WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 86 THURSTON COUNTY PUBLISHED BENCHMARK / 784A DE Lx8 A f MRS 7E11E M2010MBY FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT PR&ECT ENCN/AAC": FALLS IN CENTER OF SIDEWALK. (S -82 –E/ 7') FROM S.E. CORNER OF JIM GIBSON TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. rcsGIBS JIM GIBSON ELEVATION = 359.66 NAM Br. _ _ i _ Y CONVEYED TO W S D /VRILLWi RO D�OR CONSTRUCTION 1290-01 Q��, 7� ORAMNG MILE No: BY: Date: 2 t2saot Ur A.dwg \TkM t80rvied Engin= 1v y DMMNG Na APP $ AL EXPIRES: /5 'C 3` UT -01A 9419 N¢ 7 K 30, 0 30' 60' SCALE- 1' =30' FEET N Scale x x BARBED MRE FENCE x x - -� x N 88'23'51" W •x r FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS1 27195 9/18/07 J' i i RETAIL BLDG "1- INSTALL ROOF DRAIN CLEAN OUT S OUTSIDE BUILDING. LOCATION TO BE VERIFIED m WITH BALDING PLANS. I � V a i.. 3rn rC PVC / WATER STUB 106TH AVENUE S.E.°` s- - - - -s- ---w----w-----w---w- w- - -w --- w SO --- _ _ ---- ----- -- -- - ---- CONC. WALK , I, I^l. I I 3I E" BTj N I I I a IHi 1 I � I E�; J & PH _ CONIC. CURB G SEC 29, T 17 N, R 2 El WM WoE w/ oLD BARB mRC rENCE - �� 1 40,2' -- /(1112.25' PLAT) ) ARBEU tNRE FENCE 03' CALC. x X - x ->-1 - x -ate. x - - -- x _ -- -- -- x - - --- - x x -_ =x 127 (610.13 PER R.O.S, 3595810) �SFDN w�oE w% oLOEBnuB WIRE ENCE �JK t3 FURNITURE �X # I STORE _ INSTALL ROOF DRAIN CLEAN INSTALL ROOF DRAIN CLEAN OUT 3' OUTSIDE BUILDING. OUT 3' OUTSIDE BUILDING. LDGATION TO BE VERIFIED LOCATION TO BE VERIFIED - WITH BUILDING PLANS. WITH BUILDING PLANS STORM DRAINAGE CATCHBASINS: .` CB 11 TYPE 1 CB 19 AQUA SWIRL AS-3 RNA= 351.00 RIM--352.25 '®e IE= 349.20 (tYE) IE =34&06 R IE -34920 (8'W) N= 590599.71 E= 1119052.39 b 4 - Q% I N =590646.64 E= 1118675.22 SEE SHT SD-02 fOR DETAIL 112 LF 12' 01 0 0.50% o- 3 INST CB iA TYPE I CB 110 AQUA SWIRL AS -3 6Q 1Y ADS 0 0.50% 60 LF 1Y ADS 0 0.50% OBSERVATION WELL RIM=351.30+/- SD CB 12 4 It ADS CB SEE SHTASD -03 EIS-- 348.620(12' E) IE=346.67 (12' WE) N= 59053532 E= 1119005.63 -s -- s - -- -- s - s'- ?,.SSM- -- -s- - -s - -- -s- 8" ATERLIN -� BV+---- w-- --w --- B' e Bnx N Q CB 01 .0 ..... ......... ..... ... .......r 15 LF 12' ADS 01.0% INSTALL ROOF DRAIN CLEAN 15 LF it ADS 01.0% OUT S OUTSIDE BUILDING. LOCATION TO BE VERIFIED 12' PIPE INLET WITH BUILDING PLANS. IE= 346.18 (12') _.. 4=59046849- • -- _1LUX12o' INFILTRATION TRENCH. SEE DETAIL RETAIL A a+ SHT SD-02 B mliew, S 88'23'49" YELM AVENUE (STATE ROUTE 507) B s _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND R 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 w EXCAVATION. INI OBSERVATION WELL PER XX SEE SHT SD -03 (TYPE 2) r •� %� (TYPE 2) = 348.62 (6 N) N= 48.623 • N.51 E= 111898612 SEE SHT SD-02 FOR DETAIL INSTALL 40'XWX2' CB jll TYPE 1 INFILTRATION GALLERY CB j3 TYPE 1 RIM= 351.20 SEE DETAIL ON SHT RIM = 351.54 IE =346.72 SD-02 IE =34&32 (12' E) N =590534.96 E= 1118989.43 CB E= N= 590641.90 E= 1119045.79 CB 112 AQUA SWIRL AS-2 ilLF ADS CB /4 TYPE 1 RIM= 350.00f 0 0.50% 22 IF 12' ADS 0 0.50% 12' PIPE OUTLET RWI =351.00 IE =346.33 (1Y E, W) .� CB -. 60 LF 1122' ADS L8 60 lF 12' MS 0 0.50% CB IE N= 590584.35 E =34&62 (6z•N N= 590483.24 E =1118915.69 00.50% E =1119199.57 N= 590640.28 E= 1119105.27 SEE SHT SD-02 FOR DETAIL R. OU 113 TYPE 1 ,5�,`� , R M-- 351.80E 1 IRIEM346.48 (12'N) SE R IE =34&11 (12' N,S,E) oz 12" N= 590599.92 E= 590599.92 IE= 346.46 (8'S) Co. SD 90 CB 115 N= 590483.70 E= 1118699.19 176 LL It ADS 0 1 CB #6 TYPE 1 CB 114 TYPE 1 #10 RIM = 351.50 RIM = 349.70 lyl - - -- - . -� N =59057 (12' 1119 N= 511050 lrl-ZJ .� N= 590577.93 E= 1119044.05 N= 590506.67 E= 1118829.40 6 WATERLI CB 17 TYPE 1 W-w - -- w - - - -- -----w----- w-=- '$w - ---- - -- -w RIM= 351.00 RI 115 TYPE 2 -48' 9E - �,� - RIM =35200 �� - - -� E =348.52 (12' W) IE= 344.91 (12' W,E) ,1 Y N= 590576.30 E= 1119103.53 N= 590539.06 E= 1119173.36 i 3 RI je TYPE 1 ; ® RIM-351.00 3 IE =34&52 (12- E) ; wN CONTRACTOR TO FIELD $ 11= 590579.54 E= 1116965.07 LOCATE EX 12' SO OUTLET 1 =3 AND CONNECT TO CB 110. APPROX LOCATION IS L N= 59052280 E= 11i8992.29 O % I ' 3 9 m , ® w i U I ' i 3 �1 #5 1 y 3 i i 3 881 S 6 58 yv � E ��¢_�'�H' -_ -_ 011 __.�.___- OH £%£EPTIDN PER LEGAL DESCRIPTION -d- _.ate -� �- - N 01'41'24 "E ' EP, _ 9, 40' zl .-- -- - -- -Tt- -- S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TR.ACTS- MONUMENTATION MAP JCL SR 510 TO BALD HILLS RD. VICINITY DATED m STORMWATER LEGEND: coNC. wAlx - SD- PROPOSED STORM DRAIN ► 106TH AVENUE S.E.°` s- - - - -s- ---w----w-----w---w- w- - -w --- w SO --- _ _ ---- ----- -- -- - ---- CONC. WALK , I, I^l. I I 3I E" BTj N I I I a IHi 1 I � I E�; J & PH _ CONIC. CURB G SEC 29, T 17 N, R 2 El WM WoE w/ oLD BARB mRC rENCE - �� 1 40,2' -- /(1112.25' PLAT) ) ARBEU tNRE FENCE 03' CALC. x X - x ->-1 - x -ate. x - - -- x _ -- -- -- x - - --- - x x -_ =x 127 (610.13 PER R.O.S, 3595810) �SFDN w�oE w% oLOEBnuB WIRE ENCE �JK t3 FURNITURE �X # I STORE _ INSTALL ROOF DRAIN CLEAN INSTALL ROOF DRAIN CLEAN OUT 3' OUTSIDE BUILDING. OUT 3' OUTSIDE BUILDING. LDGATION TO BE VERIFIED LOCATION TO BE VERIFIED - WITH BUILDING PLANS. WITH BUILDING PLANS STORM DRAINAGE CATCHBASINS: .` CB 11 TYPE 1 CB 19 AQUA SWIRL AS-3 RNA= 351.00 RIM--352.25 '®e IE= 349.20 (tYE) IE =34&06 R IE -34920 (8'W) N= 590599.71 E= 1119052.39 b 4 - Q% I N =590646.64 E= 1118675.22 SEE SHT SD-02 fOR DETAIL 112 LF 12' 01 0 0.50% o- 3 INST CB iA TYPE I CB 110 AQUA SWIRL AS -3 6Q 1Y ADS 0 0.50% 60 LF 1Y ADS 0 0.50% OBSERVATION WELL RIM=351.30+/- SD CB 12 4 It ADS CB SEE SHTASD -03 EIS-- 348.620(12' E) IE=346.67 (12' WE) N= 59053532 E= 1119005.63 -s -- s - -- -- s - s'- ?,.SSM- -- -s- - -s - -- -s- 8" ATERLIN -� BV+---- w-- --w --- B' e Bnx N Q CB 01 .0 ..... ......... ..... ... .......r 15 LF 12' ADS 01.0% INSTALL ROOF DRAIN CLEAN 15 LF it ADS 01.0% OUT S OUTSIDE BUILDING. LOCATION TO BE VERIFIED 12' PIPE INLET WITH BUILDING PLANS. IE= 346.18 (12') _.. 4=59046849- • -- _1LUX12o' INFILTRATION TRENCH. SEE DETAIL RETAIL A a+ SHT SD-02 B mliew, S 88'23'49" YELM AVENUE (STATE ROUTE 507) B s _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND R 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 w EXCAVATION. INI OBSERVATION WELL PER XX SEE SHT SD -03 (TYPE 2) r •� %� (TYPE 2) = 348.62 (6 N) N= 48.623 • N.51 E= 111898612 SEE SHT SD-02 FOR DETAIL INSTALL 40'XWX2' CB jll TYPE 1 INFILTRATION GALLERY CB j3 TYPE 1 RIM= 351.20 SEE DETAIL ON SHT RIM = 351.54 IE =346.72 SD-02 IE =34&32 (12' E) N =590534.96 E= 1118989.43 CB E= N= 590641.90 E= 1119045.79 CB 112 AQUA SWIRL AS-2 ilLF ADS CB /4 TYPE 1 RIM= 350.00f 0 0.50% 22 IF 12' ADS 0 0.50% 12' PIPE OUTLET RWI =351.00 IE =346.33 (1Y E, W) .� CB -. 60 LF 1122' ADS L8 60 lF 12' MS 0 0.50% CB IE N= 590584.35 E =34&62 (6z•N N= 590483.24 E =1118915.69 00.50% E =1119199.57 N= 590640.28 E= 1119105.27 SEE SHT SD-02 FOR DETAIL R. OU 113 TYPE 1 ,5�,`� , R M-- 351.80E 1 IRIEM346.48 (12'N) SE R IE =34&11 (12' N,S,E) oz 12" N= 590599.92 E= 590599.92 IE= 346.46 (8'S) Co. SD 90 CB 115 N= 590483.70 E= 1118699.19 176 LL It ADS 0 1 CB #6 TYPE 1 CB 114 TYPE 1 #10 RIM = 351.50 RIM = 349.70 lyl - - -- - . -� N =59057 (12' 1119 N= 511050 lrl-ZJ .� N= 590577.93 E= 1119044.05 N= 590506.67 E= 1118829.40 6 WATERLI CB 17 TYPE 1 W-w - -- w - - - -- -----w----- w-=- '$w - ---- - -- -w RIM= 351.00 RI 115 TYPE 2 -48' 9E - �,� - RIM =35200 �� - - -� E =348.52 (12' W) IE= 344.91 (12' W,E) ,1 Y N= 590576.30 E= 1119103.53 N= 590539.06 E= 1119173.36 i 3 RI je TYPE 1 ; ® RIM-351.00 3 IE =34&52 (12- E) ; wN CONTRACTOR TO FIELD $ 11= 590579.54 E= 1116965.07 LOCATE EX 12' SO OUTLET 1 =3 AND CONNECT TO CB 110. APPROX LOCATION IS L N= 59052280 E= 11i8992.29 O % I ' 3 9 m , ® w i U I ' i 3 �1 #5 1 y 3 i i 3 881 S 6 58 yv � E ��¢_�'�H' -_ -_ 011 __.�.___- OH £%£EPTIDN PER LEGAL DESCRIPTION -d- _.ate -� �- - N 01'41'24 "E ' EP, _ 9, 40' zl .-- -- - -- -Tt- -- S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TR.ACTS- MONUMENTATION MAP JCL SR 510 TO BALD HILLS RD. VICINITY DATED m STORMWATER LEGEND: -- ---SD --- -- SO - EX STORM DRAIN - SD- PROPOSED STORM DRAIN ► FLOW ARROW Ei EX CATCH BASIN Q CATCH BASIN TYPE 1 ® CATCH BASIN TYPE 2 O) AQUA SWIRL GC9 SO CLEANOUT o OBSERVATION WELL QINFILTRATION GALLERY t 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 COORDINATE LOCATIONS PATH NEW FACILITY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS NOTES: I. 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 015711' 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 1 784A FIVE CORNERS YELM AVE. BALI) HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ i) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 27 S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 A R � 17FOR CONSTRUCTION y; Dater _" 2zjC Devel mmi5mices EU @mer �_�,�� APPROVAL EXPIRES: ' / �IgI�I�I� 0 NI nl +I„T "AR ELL 2102 CARRIAGE DRIVE. BLDG. H. OLYMPIA, WASHINGTON 98502 P: 180452 -1465 F: 360462 -1500 WWW.SHEACARRJEW ELL.COM W N J IL Z ot (� Lu H I.- N 3 LU MP o o U U) U O 25 p d 9p LLI m m 6W d NI nl +I„T "AR ELL 2102 CARRIAGE DRIVE. BLDG. H. OLYMPIA, WASHINGTON 98502 P: 180452 -1465 F: 360462 -1500 WWW.SHEACARRJEW ELL.COM .IA ON: M AT TILL S F W. 9:AIE /GNDMGT SD -01 W N J IL XQ° ot (� Lu H I.- N 3 LU MP o o U) O YV> N LLI V .IA ON: M AT TILL S F W. 9:AIE /GNDMGT SD -01 6 5 s 6 0 IE I _8 5 is riease see aapnpamea Aqua -swln specification notes. See Sim Man for actual system orientation. Inlet 42" Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. 16" OD Max Base Plate-1 —54" Plan View Bollards shall be placed around access riser(s) In non - traffic areas W prevent inadvertent loading by maintenance vehicles. soil .... .. Manhole and CDver by Manutarturer. (`e? Detail) \ Grew (Rim) el. 12.. Rim elevations to match finished grade. HDPE risers can be field cut by Contractor. 32" OD Arched Baffles mina :, �ravn oaamn' Mace small d1O4unt of UFI concrete W slppgt and level manhole frame. D0 Manhole Fresno k Cover Datall NOT allow mantigle frame For Non -TraMk Answer Only to nest upon H19ipE ris, NITS Section A -A Aqua -Swirl Concentrator Model AS -3 CFD Standard Detail �el INTEGRAL BASE PRECAST WITH RISER •0• MG S ",y GAVEL BAORL MR PPE ZONE BEDDING SEPARATE BASE PRECAST ¢ CALL oCTUMC TVU U167 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 R EXCAVATION. FRAME AND VANED FATE RING AND ORION RMTANGANt ADAMMT SECTION OR ONIAAR NAIJS9IEWT sECNGN FLAT SLAB 70P (nPJ STEEL (TIP.) Gmvel Backill shah eXl end at ,.. least 3.5 feet outward from Swirl Concentrator and for -. the full height of the Swid ' Concentrator (Including deer) -. extending laterally to undaWrbed soils. (See MH Detail Below) 42" 1. NO STEPS ARE WAUKD *Ell INDENT 5 4' OR LESS. 2 THE BOTTOM O THE PRECAST CATCH BASIN MAY RE SIWO 10 FACILITATE OEAML 1 THE RECTANGULAR FRAME AND FATE MAY BE NSTOM WITH THE RANGE UP OR WOL THE FRAME MAY BE CAST INTO THE NAAISMEM SECDOH. 4 DD MEN SIWL NAVE A WALL RSEOESS OF 2• WOO TO ZY MAXIM PROVDE A 1S IMIIeM GAP kTMEDI RE IN aM WALL NO THE WISE OF THE PPE AFTER RE mE S5 NSfN1ID, FEEL THE EDP WITH JOINT MORTAR IN ACCORDANCE NTH STANDARD SPEOF0 0 9 -01.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNIMOUT �� MINIMUM DISTANCE I BASE REINFORCING STEEL In 2/ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48' r 61 W. 5• 0.23 0.15 54• 4,V E 42' E 0.19 0.19 60' S• ff 46• E am 0.25 72• C E IO• 12' 0.35 0.24 84' 6 12- 72' 1Y 0.3B 0.29 96• Ir IY 84• if 0.39 an PIPE ALLOWANCES PIPE MATERIAL NTH MAXIMUM INSIDE DIAMETER �1°r BASH MAIM CONCRETE � METAL CPSSP O sE0 yMIL PVC ® 91NL WALL PVC 46• 24• 30' 24" 27' 30- 54' 30' 36' 30' 27• 36- 60• 36' 42" M. W. 42' 72• 42• 54• 42' W. 48' 84• 54• 60• 54• 36' 48' 96' 1 60• 1 7Y 60' 36• 46• EMWW Pdyw*ww stem Sear I'lle (Sal. Spot. 9-05A) Sa Sprc. 9- 05.122((2 CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20 -00 tl specification noes. �r See Site Plan for actual system ad on. 123/4 1 N-2• WA DRAIN ROE( Plan View Pipe Coupling by Contractor. 12" long StutT -our by Manufacturer. Bollards shall be placed around access rlaer(s) in non -craft areas to prevent inadvertent IDWing by maintenance Vehkies. Manhole Frame and Cover by Manufacture 32" OD (See Detail) Swirl 38" Arched Baffles II Yi I, 12" A pBBal__ ff w.w m -xTmow e en t Manhole Frame k Cover Detail For Mon-Traffic Ares Only Section A -A Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail FINISH MADE - SEE PI M NEW 40'60'r2' GALLERY DIMENSIONS INFILTRATION GALLERY DETAIL A -A NOT TO SCALE -Y WASHED MRAFI 14ON FILTER (OR 1 )4' OWN WA FIMS14 GRADE_ APPROVED EQUAL) ON TOP SEE PLAN MEW AND SIDES. MIN. 2' OOEINAP. TOP ELEV. 347.00 ba BOTTOM ENV, 344.00 L120Si6'r3' TRENCH INFILTRATION TRENCH DETAIL NOT TO SCALE Rim elevations to match finished grade. HDPE risers can be field cut by Contractor. Varies MEW 140N FILTER (OR APPROVED EQUAL) ON TOP AND SIDES. MN. 2' OVERLAP. TOP EIEV. 35000 BOTTOM ELEV. 34B DO F& CONSTRUCTION B Date: S 2 0 Devel Semce Enguwe APPR AL EXP11tES: 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3W.3S2.1485 F: 3SM62 -1509 W W W.SHEACARRJE W ELL.COM _Z CO J cr LU Q� W Z �a Q N 3� �0 d' Z 0 W U) 0 XQo C.) z 0 HUy X23 NO2 YVr W W V :S ts a 2 TEi-1' Gti VAL EN SD -02 16 \ N M Z w In Y 2 U U �7 U a [9 m a m a a > > > > > ¢ ¢ t CC ¢ N M Y h 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3W.3S2.1485 F: 3SM62 -1509 W W W.SHEACARRJE W ELL.COM _Z CO J cr LU Q� W Z �a Q N 3� �0 d' Z 0 W U) 0 XQo C.) z 0 HUy X23 NO2 YVr W W V :S ts a 2 TEi-1' Gti VAL EN SD -02 16 ROADWAY 3/8' EXPANSION MATERIAL THRU JOINTS SHALL BE PLACED AT 90' TO FACE OF CURB AND NO MORE THAN 25 FT. APART. NORMAL CURB HEIGHT = 6' BATTER - 1:6 6' N i0 NOTES: 1. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING. 2, CONCRETE SHALL BE TYPE I PORTLAND CEMENT CLASS 300D. 3. BROOM FINISH SHALL BE PERPENDICULAR TO FACE OF CURIE. 4. JOINTS SHALL BE TROWEL FINISHED, AFTER BROOMING. 5. INTEGRAL CURB AND WALK SHALL BE USED ONLY IN (-W-FILL-) TYPE SITUATIONS WHERE NEEDED TO MATCH EXISTING IMPROVEMENTS CEMENT CONCRETE INTEGRAL CURB & WALK TYPE "All 3' x 3' x 8' COMMERCIAL CONCRETE PAD REBW O.C, OUTSIDE PAVED AREA SEAL WITH ASPHALT SEALANT O.Ir I 1 I 0.1r CSTC .1...16: \. 1.1 SEAL NTH SILICONE OR APPROVED EQUAL SEND FLEES? :' l l RADIUS ` 2' CRUSHED SURFACING TOP COURSE 11Y RADIUS (TYP) 1/2' EXPANSION MATERIAL WHERE ABUTTING EAST. STRUCTURES (T P) 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 AUGMMENT SHALL NOT VARY MORE THAN 1/4 INCH. yU7ZR�F—RECESSED HANDLE TYPE COVER VALVE BOX 'CLEANOUT' CAST IN LID L ON//4 REBAR, O C. . 1 f FINISHED GRADE 0.6r BALLAST -/ 0.6r COMMERCIAL CONCRETE 6 INSIDE PAVED ROADWAY a' MIN -45 i ELBOW G s ECCENTRIC REDUCER IF \ TIGHTUNE IS LARGER \' THAN 4' MIN a. MIN _46 - ELBOW _ - r ` TIGHTU SIZE VARIES TRENCH BOTTOM BEDDING AS REQUIRED s ROOF DRAIN CLEANOUT NTS I = CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EASTING 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 't EXCAVATION. N W SEC 29, T 17 N, R 2 El WM �o rl �• LOADING AREA CONCRETE TUTS FACE OF CURB — MANUFACTURED WHEEL 4' WADE, WHITE PAINT LIKES (TYP) 2' CLASS 'B' 2' THREADED END EURRUDEp CURB GROUND (SHOWN FOR POROUS PI BALLAST ASPHALT CONCRETE NTS 1/4' MINUS 2,5' 4' TWO BSAR 3:1 SAND o CEMENT D GROUT 1" DEPTH T MI 1 N 8' MIN 10' MAX TWO /6 BARS PRECAST CEMENT CONCRETE WHEELSTOP NON— SHRINK GROUT PARKING SPACE LAYOUT NTS 1 71 1 1 • :K FRAME AND GRATE TO SUIT LAIIDUSE a s O 0 6' 2' O .4 d 6. STOP 0 0 I l 2' CLEARANCE (T TT I I F� 91 0 Q 4' WIDE, YELLOW n dd d d d a PAINT LINES HZ W2� O O Q U'v w 3, 0 W >` 0 N f 9 Ix 0 T 9. 9 O e 1 o�o f 2,5' 4' TWO BSAR 3:1 SAND o CEMENT D GROUT 1" DEPTH T MI 1 N 8' MIN 10' MAX TWO /6 BARS PRECAST CEMENT CONCRETE WHEELSTOP NON— SHRINK GROUT PARKING SPACE LAYOUT NTS 1 71 1 1 • :K FRAME AND GRATE TO SUIT LAIIDUSE a s O 0 6' a O .4 d 6. N = 0 0 I l 2' CLEARANCE (T TT I I F� 91 0 Q n dd d d d a O 2,5' 4' TWO BSAR 3:1 SAND o CEMENT D GROUT 1" DEPTH T MI 1 N 8' MIN 10' MAX TWO /6 BARS PRECAST CEMENT CONCRETE WHEELSTOP NON— SHRINK GROUT PARKING SPACE LAYOUT NTS 1 71 1 1 • :K FRAME AND GRATE TO SUIT LAIIDUSE a s O 0 a O n V N = 0 0 Z VI XQO 0 Q 0 O F- IDC x a O HZ W2� O O Q U'v w 3, 0 W >` O 0 Ix 0 S O W V o�o OBSERVATION WELL NTS EXTRUDED CURB NTS PROPOSED DRIVEWAY DETAIL SCALE: 1'= 10' -0" — BOTTOM OF RAMP MAY HAVE VAX. 1/-'" UP AT 45. .ate I_ Y -Loll UIE \ / JF vUTTER LIP DETAIL NOTES, 1. RAMP TEXTURING IS -0 DE DONE W'ITII AN EM'ANDED METAL SRATE PLACED AMC, REMOVED FROM WE- 300. ID LEAVE .A UTAMJNU HAI ILHN. IHE LONG AXS OF TFE DIAMOND PATTERN SHALL BE PERPEN31 -ULAR TO 4F CURB. OROOVFS SSHAII 3F 1/8" DFFP AND 1/4' WIDE, 7. CURR RAMPS SHAI I RF 'OI.R -D AS A SFPARATF UNIT FROM TH= SD-WALK AND FRCM THE CURB ANC GUTTER. SOLATDD BY E%RANETCN JOINT MATUMAL ON ALL SIDES EKCEPT AT END OF RAMP NEXT TO ROADWAY. 5. INLETS SHALL BE LOCATED SC TAT RJNOFF DOES NUI FLOW PAST IHE WKB RAMP. NO INLLIS AHL TO BE SET SO -HAT PEDESTR ANS WALK OVER OR AROUND THEM. VOTE: SEE SIDEWALK SP.ACINC, EXPANSICN .OINTS § SOJRE MARK DETAIL FOR ADDITIONAL NOTES. 5' AS SEE 4 M N. FED[. I(-LIP L 2L 1 DETAIL T- i T z� RAMP SECTION cI - YPICAL CURB RAMDS APPROVFO DWC NO- PJBUC WORKS DIRECTOR DATE 4-12 S —c 1 S —c 1 S —C ✓Ep FOR CONSTRUCTION Date: $A :Servim Engineer Y EXPIRES: V.1 / S9 I`;IS9 I`;Iul .-I NI •nl a I,n 2102 CARRIAGE DRIVE, BLDG. R, OLYMPIA, WASHINGTON 08502 P: 2603524465 P. 280362 -1500 W W W.SHEACAFMJEW ELL.COM .., a n V N = M Z VI XQO Q F- IDC x HZ W2� Q U'v w 3, IL W >` Ix 0 W J W V N Q_ m m a m .-I NI •nl a I,n 2102 CARRIAGE DRIVE, BLDG. R, OLYMPIA, WASHINGTON 08502 P: 2603524465 P. 280362 -1500 W W W.SHEACAFMJEW ELL.COM .., a 'TO SD -03 a n L7 � XQO Q F- IDC x HZ W2� Q U'v w 3, IL W >` Ix 0 W V a 'TO SD -03 C 01 x x x x x x -� N 88'23'51" W I , I FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SVWFT LS# 27195 9/18/07 7• i I < RETAIL BLDG I i - -I rn M 7 6" PVC WATER STUB -16 LF I" HOPE _ S - - -S -- - - S L--- S--- -S ----- S- W ----- w ----- w ----- w -i w -- -- - w-- - - TW -- -w - -- w- --- w-- -- _w - -'B- 9 INSTALL 20' SLEEVE ON- WATER MAIN TO PROTECT FROM SEWER SEPARATION RETAIL BLDG S 88'23'49" E F SEC 29,T17N1 R2E,WM I * i I SD 6 LF 8' PVC YELM AVENUE (STATE ROUTE 507)_ e CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s PROTECTION OF ALL EXISTING URUTIES. THE CONTRACTOR SHALL VERIFY ALL y UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND 9 &, LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 0 k (1112.25' PLAT) D.03' CALC. x - x x - x -- x x -- -. \ (610.13' PER R.O.S. 3595810) `-9LF8'P FURNITURE STORE 1O INSTALL: 12 CONTRACTOR TO COORDINATE 13 FIRE HYDRANT ASSEMBLY NTH ADJACENT PROPERTY 14 57 LF FOG CONNECTION SEE DETAIL SHT UT -04 OOWAN�M� INSTALLATION OF 15 (SEE MECHANICAL PLANS N= 590455.07 E= 1118852.55 (HYD) 90) N= 590461.72 E =1118&57.27 (90) INSTALL, FOR E SIZE D TYPE) 1 -8' GATE VALVE (MJXMJ) CONNECT WATER SERVICE 1 -8' CAP . . • 9. TO BUILDING. SEE BUILDING W/THRUST BLOCKING o PLANS FOR EXACT LOCATION. 13 CONNECT WATER SERVICE BUILDING N 3O INSTALL PLANS FOR EXACT LOCATION. i -8' 45- BEND (MJd4J) BID SO • SPRI 6' CONNECTION N/590503.82 E- 1118793.75 14 CONNECT FIRE LINE TO so BUILDING. SEE MECHANICAL 16 O4 FIELD LOCATE EX 6' WATER MAIN PLANS FOR EXACT LOCATION. 18 STUB. CONNECT AND EXTEND 6' o • PVC WATER MAIN. 15 SPRINKLER DOUBLE CHECK LL 8' 17 VALVE INSIDE THE BUILDING. O5 FIELD LOCATE EX WATER METER SEE MECHANICAL PLANS FOR I SERVICE AND EXTEND 1 WATER EXACT LOCATION. 'I SERVICE TO BUILDING II N= 590514.40 E= 11178261 16 INSTALL • I INSTALL' 1 -FDC ASSEMBLY 19 - 1- 1' RPBA PER CITY OF YELM SEE DETAIL SHT UT -03 I STANDARD DETAIL ON SHT UT -05 N- 590627.24 E= 1118968.49 ^� 56 LF 6' 20 LF 6' FIRE So - - - - -® O FIELD LOCATE EX WATER METER SPRINKLER CONNECTION SERVICE EXTEND 1 INSTALL: VALVE DOMESTIC I SERVICE TO BUILDING 1' WATER N=590626.114�E -- 118964.99 TER STUB 20 `A NS�1.7 E= 11177.81 1B INSTALL: BE 1 -1' RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY v I Ox STAND STAND DETAIL ON SHT UT -05 SEE DETAIL SHT UT -03 - - - -S - S- - - -s - -> 21 so N =590617.39 E= 1118959.67 o "' SD so O7 CONNECT WATER SERVICE TO BUILDING. SEE BUILDING 19 INSTALL' PLANS FOR EXACT LOCATION. 1 -11 1/4' BEND (MJxYJ) •. '' B'" 5 's s ® CONTRACTOR TO FIELD LOCATE = 590606.16 E- 11118959.58 W/ THRUST •`A s' waTERUN EXISTING WATER MAIN D CONNECT N Q -- ,,- --- w ----- w ----- w- --- w - =`so - -- --'� - - --w NEW 8' WATER MAIN. O N INSTALL MAIN STUB.TUCONNECT D FIELD LOCA EX 6* WATER ❑ 1 -8' TAPPING TEE ASSEMBLY EXTEND 6' PVC WATER MAIN. 3 1 W/ THRUST BLOCKING N= 590557.45 E= 1118948.82 SEE ENGINEERING PLANS FROM INSTALL I SOUND ENGINEERING DATED 1 -22 1/2 BEND (MMJ) a � JULY 21, 2008 FOR WATIERIMN W/ THRUST BLOCKING o CONNECTION AND PROFILE 3 O9 INSTALL LOCATE EX WATER FIRE HYDRANT ASSEMBLY METER SERVICE D EXTEND I I I❑ SEE DETAIL SHT UT -04 BUI DI GR SERVICE TO 3s i N =590569.63 E= 111877.38 (TEE) 59056.21 E= 1118927.78 9 14= 590570.25 E= 1118857.08 (HYD) INSTALL,I INSTALL 1-1* RPBA PER THE CITY OF YELM ST 1 -8' TEE, (FLWJ) SHT UT-DARD DETAIL ON 1 -8' GATE VALVE (FUMJ) 3 W/ THRUST BLOCMG EX WATER METER MUST N= 590619.61 E= 1118878.78 a RETROFITTED NTH CURI�NET RPBA PER THE CTY OF1.Y11M 11 INSTALL.' I STANDARD DETAIL ON SHT FIRE HYDRANT ASSEMBLY 3 UT -05. SEE DETAIL SHT DT -04 N= 59074257 E= 118882.22 (TEE) j I c--) I 14= 590743.21 E= 1118861.04 (HYD) I 3 J • 3 I � I ZY4 5 88'18'36" E \`- -- -- 216.58' - -� - - - -'1 395.94' WATER LEGEND: ----- w-- - - -w -- EX WATER UNE - 0 1" DOMES 0 _ WATER ST W WATER LINE g I I -� FIRE HYDRANT c( FDC 0 POST INDICATOR VALVE H GATE VALVE BEND WITH THWJSTBLCCKIG 5 END CAP o I CCV s JIM I BETWEEN THE DATUMS. mm; � 1 3 i fl c s I I I I I � X s - OH R ❑ 9 INSTALL 20' SLEEVE ON- WATER MAIN TO PROTECT FROM SEWER SEPARATION RETAIL BLDG S 88'23'49" E F SEC 29,T17N1 R2E,WM I * i I SD 6 LF 8' PVC YELM AVENUE (STATE ROUTE 507)_ e CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s PROTECTION OF ALL EXISTING URUTIES. THE CONTRACTOR SHALL VERIFY ALL y UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND 9 &, LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 0 k (1112.25' PLAT) D.03' CALC. x - x x - x -- x x -- -. \ (610.13' PER R.O.S. 3595810) `-9LF8'P FURNITURE STORE 1O INSTALL: 12 CONTRACTOR TO COORDINATE 13 FIRE HYDRANT ASSEMBLY NTH ADJACENT PROPERTY 14 57 LF FOG CONNECTION SEE DETAIL SHT UT -04 OOWAN�M� INSTALLATION OF 15 (SEE MECHANICAL PLANS N= 590455.07 E= 1118852.55 (HYD) 90) N= 590461.72 E =1118&57.27 (90) INSTALL, FOR E SIZE D TYPE) 1 -8' GATE VALVE (MJXMJ) CONNECT WATER SERVICE 1 -8' CAP . . • 9. TO BUILDING. SEE BUILDING W/THRUST BLOCKING o PLANS FOR EXACT LOCATION. 13 CONNECT WATER SERVICE BUILDING N 3O INSTALL PLANS FOR EXACT LOCATION. i -8' 45- BEND (MJd4J) BID SO • SPRI 6' CONNECTION N/590503.82 E- 1118793.75 14 CONNECT FIRE LINE TO so BUILDING. SEE MECHANICAL 16 O4 FIELD LOCATE EX 6' WATER MAIN PLANS FOR EXACT LOCATION. 18 STUB. CONNECT AND EXTEND 6' o • PVC WATER MAIN. 15 SPRINKLER DOUBLE CHECK LL 8' 17 VALVE INSIDE THE BUILDING. O5 FIELD LOCATE EX WATER METER SEE MECHANICAL PLANS FOR I SERVICE AND EXTEND 1 WATER EXACT LOCATION. 'I SERVICE TO BUILDING II N= 590514.40 E= 11178261 16 INSTALL • I INSTALL' 1 -FDC ASSEMBLY 19 - 1- 1' RPBA PER CITY OF YELM SEE DETAIL SHT UT -03 I STANDARD DETAIL ON SHT UT -05 N- 590627.24 E= 1118968.49 ^� 56 LF 6' 20 LF 6' FIRE So - - - - -® O FIELD LOCATE EX WATER METER SPRINKLER CONNECTION SERVICE EXTEND 1 INSTALL: VALVE DOMESTIC I SERVICE TO BUILDING 1' WATER N=590626.114�E -- 118964.99 TER STUB 20 `A NS�1.7 E= 11177.81 1B INSTALL: BE 1 -1' RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY v I Ox STAND STAND DETAIL ON SHT UT -05 SEE DETAIL SHT UT -03 - - - -S - S- - - -s - -> 21 so N =590617.39 E= 1118959.67 o "' SD so O7 CONNECT WATER SERVICE TO BUILDING. SEE BUILDING 19 INSTALL' PLANS FOR EXACT LOCATION. 1 -11 1/4' BEND (MJxYJ) •. '' B'" 5 's s ® CONTRACTOR TO FIELD LOCATE = 590606.16 E- 11118959.58 W/ THRUST •`A s' waTERUN EXISTING WATER MAIN D CONNECT N Q -- ,,- --- w ----- w ----- w- --- w - =`so - -- --'� - - --w NEW 8' WATER MAIN. O N INSTALL MAIN STUB.TUCONNECT D FIELD LOCA EX 6* WATER ❑ 1 -8' TAPPING TEE ASSEMBLY EXTEND 6' PVC WATER MAIN. 3 1 W/ THRUST BLOCKING N= 590557.45 E= 1118948.82 SEE ENGINEERING PLANS FROM INSTALL I SOUND ENGINEERING DATED 1 -22 1/2 BEND (MMJ) a � JULY 21, 2008 FOR WATIERIMN W/ THRUST BLOCKING o CONNECTION AND PROFILE 3 O9 INSTALL LOCATE EX WATER FIRE HYDRANT ASSEMBLY METER SERVICE D EXTEND I I I❑ SEE DETAIL SHT UT -04 BUI DI GR SERVICE TO 3s i N =590569.63 E= 111877.38 (TEE) 59056.21 E= 1118927.78 9 14= 590570.25 E= 1118857.08 (HYD) INSTALL,I INSTALL 1-1* RPBA PER THE CITY OF YELM ST 1 -8' TEE, (FLWJ) SHT UT-DARD DETAIL ON 1 -8' GATE VALVE (FUMJ) 3 W/ THRUST BLOCMG EX WATER METER MUST N= 590619.61 E= 1118878.78 a RETROFITTED NTH CURI�NET RPBA PER THE CTY OF1.Y11M 11 INSTALL.' I STANDARD DETAIL ON SHT FIRE HYDRANT ASSEMBLY 3 UT -05. SEE DETAIL SHT DT -04 N= 59074257 E= 118882.22 (TEE) j I c--) I 14= 590743.21 E= 1118861.04 (HYD) I 3 J • 3 I � I ZY4 5 88'18'36" E \`- -- -- 216.58' - -� - - - -'1 395.94' WATER LEGEND: ----- w-- - - -w -- EX WATER UNE ON EX WATER VALVE/SYMBOL W WATER LINE v BACKFLOW PREVENTER -� FIRE HYDRANT c( FDC 0 POST INDICATOR VALVE H GATE VALVE BEND WITH THWJSTBLCCKIG NGVD CONVERSION FACTOR END CAP o TAPPING SLEEVE CCV 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 WATERLIAINS. 3 WATER AND SEWER MUST HAVE 10' OF HORIZONTAL SEPARATION D 18' OF VERTICAL SEPARATION. 4. CONTRACTOR TO FIELD LOCATE EXISTING SERVICE UNES AND INSTALL WATER METER SETTERS AND COORDINATE NTH CITY OF YELM FOR METER INSTALLATICN AS NECESSARY. TO CONTACT WATER DEPARTMENT CALL 360- 458 -8410. BASIS OF BEARING N 0157'11' E FOR THE NEST 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 �1I&?I�-I�-I14 w U Z Z b U Q U U U U 9U U U d m tl d m 5 > > > > i 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHNGTON 98507 P: 380 -002 -1105 F: 380.152 -1509 4Z J5 W Q ., NAVD 88 mw TMIRSTON COUNTY PUBLISHED BENCHMARK If 784A JIM ( oESC JIM FIVE CORNERS YEW AVE. BALD HILL ROAD k CREEK STREET. POINT DRAM FALLS IN CENTER OF SIDEWALK. (S -82 -E/ Y) FROM S.E. CORNER OF L HU TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. fJ°0 ELEVATION = 359.66 BHIMD AMY NGVD CONVERSION FACTOR DHEC NAVD 88 - NGVO 29 = DIFFERENCE JIM( 359.663 - 356.244 = 1419 THIS IS THE DIFFERENCE STAY JIM I BETWEEN THE DATUMS. mm; `X2EP110N PER LEGAL. DESCRIPTION -- DH -- ae - -- oH --- - - - - -- N 01'4PPTlO q An' 7 Dok CBYEgines APPR PIRES: W H) m IIn XQJO 2oZ I- wy w23 U)om YVLu W W v e 1 A of Of AT RILL%WF IF 994 s AQ001G1 UT41 11 - 18 1 AN /% 1 .. 7 �i/ <4 40.2' :. �... III' 3 i i li 3 • V I � RETAIL 3 I BLDG 14 3 3 SD SD 13 12 3 3 11 _W 0 10 ^e 70 LF Y PVC 3 6"c 9 STEP SERVICE LINE A ER STYX 1145 LF 2' PVC STEP SERVICE LINE 106TH AVENUE S.E. WOO-- -W- --- -W -- - --W e ?V � a t s Ia RETAIL BLDG a I� I t t --- - -- s J YELM AVENUE (STATE N _ _ I H o CALL BEFORE YOU DIG iS THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL DUSTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CARING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 3 EXCAVATION. „a Ar OL SEC 29, T 17 N, R 2 El WM N C FURNITURE STORE O I INSTALL: S STANDARD 4' GRAVITY SIDE SEWERS AND CLEAN OUTS PER DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) O2 INSTALL., 4' GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED NTH BUILDING/PLUMBING PLANS (TYPICAL 4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE AT OWNER DIRECTION. (OPTIONAL) INSTALL' 400D GALLON GREASE INTERCEPTOR AT OWNERS 12.2' _ DIRECTION/APPROVAL SEE DETAIL ON SHT. UT -06. _ D INSTALL: T TO STEP 6' GRAVITY SEWER FROM GREASE INTERCEPTOR TANK. SLOPE SHALL BE A MIN OF 2X O 1 18000 GALLON FIBERGLASS STEP TANK PER THE CITY OF YELM'S SPECIFICATIONS AND STANDARD DETAB.S ON SHT I UT -06. TAW( AND TANK ACCESS MUST BE H -BO RATED I MAN ANCHOR SYSTEM. N= 590436.49 E= 1118816.83 (CENTER OF TANK) ... ,.. . -T ..Dr PANEL . N FINAL LOCATION WITH OWNER AND CITY. CON TO BE ATTACHED TO THE FACE OF THE BUILDING WHERE I OPERATOR CAN HAVE VISUAL LINE OF SITE WITH THE TANK. 16 SEE STANDARD DETAIL ON SHT. UT -06 O7 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER t SERVICE BEHIND SIDEWALK SD ------------ Jp - - -- SD INSTALL - SD R s -- --- W----- W----- W-- - -W - -\ SD SD 80 LFsz• PVC STEP SERVICE LINE �� a • o z3 5 3 I O 0 0 ® 3 3 ❑I 3 3 • 3 UTE 507) Y STEP SERVICE TO STEP TANK SEE DETAIL ON SHT I UT -O5, N=590513.66 E =1118811.74 (CARSON BOX) OB CONTRACTOR TO FIELD LOCATE EXISTING STEP SEYR t SERVICE BEHIND SIDEWALK. INSTALL 2' STEP SERVICE TO STEP TANK I SEE DETAIL ON SHT UT -05. N= 590555.45 E= 1118814.85 (CARSON BOX) Og INSTALL STEP CONTRA. PANEL AND CONDUIT. COORDINATE FINAL LOCARON WITH OWNER AND CITY. CONTROL PANEL t TD BE ATTACHED TO THE FACE OF THE BUIDIING WHERE t OPERATOR CAN HAVE VISUAL LINE OF SITE WITH THE TANK. I SEE STANDARD DETAIL ON SHT. UT -06 10 INSTALL- sD - 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT UT -06. TALI( AND TANK ACCESS MUST BE H -20 RATED t AND TANK MUST HAVE MANUFACTURER APPROVED DEAD I MAN ANCHOR SYSTEM. N= 59060161 E= 1118859.53 (CENTER OF TANK) 11 INSTALL 6' GRAVITY SEWER FROM GREASE INTERCEPTCXT TO STEP t TANK. SLOPE SHALL BE A MN OF 2X 12 INSTALL I 4000 GALLON GREASE INTERCEPTOR AT OWNERS DIRECTION /APPROVAL SEE DETAIL ON SHT. UIT -06. 13 INSTALL: t 4' GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD DETAIL ON SHT UT -05. LOCATION MUST BE CONFIRMED PATH BUI DING/RLINBNG PLANS (TYPICAL 5 LOCATIONS) I _ 14 INSTALL: e GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS F PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST - BE CONFIRMED WITH BALDING/PLUMBING PLANS. ( TYPICAL t w 5 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE AT OWNER DIRECTION. (OPTIONAL) I 15 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK INSTALL t Y STEP SERVICE TO STEP TANK. t SEE DETAIL ON SHT UT -05. N= 590535.93 E= 1118950.54 (CARSON BOX) I 16 INSTALL: 3000 GALLON CONCRETE STEP TANK PER THE CITY OF YELM'S SPECIFICATIONS AND STANDARD 'DETAILS ON SHT UT -0& TANK AND TANK ACCESS MUST BE H -20 RATED. t -- N= 590662.94 E= 1119011.97 (CENTER OF TAW) t 17 INSTALL: _ 4' GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD - - - D[fNl'•lN•yllF•Hl�l - -1� WITH BUILDING/PLUMBING PLANS (TYPICAL 1 LOCATION) INSTALL STEP CONTROL PANEL AND COMOUIL COORDINATE FINAL - LOCATION WITH OWNER AND an. CONTRA. PANEL TO BE ATTACHED TO THE FACE OF THE BUILDING. -. - -- - - _ SEE STANDARD DETAIL ON SHT. UT -06 I: S9 IU, IS9 I &9 IU, SEWER LEGEND: o EXISTING SEWER FM w SEWER SERVICE LINE ° N .-, I-" U Z Z • SIDE SEWER OEANOUT � w V 0 0 STEP SEWER TANK A o O U Q U V U GREASE INTERCEPTOR 9 s m a a m NOTES: 1. BETWEEN WATER AND SEWER SEPARATION u 2. SEWER SERVICE SHALL BE AT MINIMUM 2X SLOPE. OAR'o'h ELL.,. 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE 3103 CARRIAGE DRrVF APPROXIMATE AND ARE BASED ON RECORD DRAWINGS BLDG. H. AND SURVEY INFORMATION. CONTRACTOR TO FIELD OM A, WASHINGTON 98803 VERIFY ALL INFORMATION BEFORE STARTING P:390a9zu69 CONSTRUCTION. F:38ws3 -1809 W W W.SH EAOARRJEW ELLOOM 4. CONTRACTOR TO VERIFY ALL SPEaFICATI0N5 AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5, ARCHITECT, OWNER AND CITY TO COORDINATE EXACT HOSE BIB LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB MUST BE LOCATED WITHIN 50' OF THE PUMP ACCESS. HOSE BIB LOCATIONS ARE SHOWN FOR REFERENCE ONLY. CONTACT CITY OF YELM SEWER DEPARTMENT FOR FINAL APPROVAL OF LOCATIONS. 6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CHECK !!J N SEWER SPECIAL ADDENDUM TO YELM DEVELOPMENT GUIDELINES. 113 Z 7. CONTRACTOR TO INSTALL AN ELECTRICAL TRANSFER Z LLI J O SWITCH AND GENERATOR PLUG AT ALL STEP CONTROL X Q PANELS CHECK CITY SPECIFICATIONS FOR TYPE AND Z MODEL NUMBERS ♦Z w LU 2 Vi Y V W U Rp 0`' 9i0 p lP� BASIS OF BEARING FDf SID N 01'57'11' E FOR THE WEST LINE OF THE /ONAL NORTHWEST QUARTER OF SECTION 29 BETWEEN �Q THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. a� WASHINGTON STATE PLANE COORDINATE SYSTEM L SOUTH ZONE (NAD 83/91) ac Nw a RAl scvc r 9m, rx[ xcgplar VERTICAL DATUM ENDR /ARa, JIM GIBSON NAVD 88 DF943,lm THURSTON COUNTY PUBLISHED BENCHMARK / 784A JIM GIBSON NAM Sr FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. PANT LHURTADO FALLS IN CENTER OF SIDEWALK. (5 -82 -E/ 71 FROM S.E. CORNER OF JIM GI&N Mr: TRAFFIC SIGNAL BOX 22' S.W. FROM CENTER OF BALD HILL RD. IWa er. ELEVATION = 359.66 AMY HEAD ORIEL / APFRDOED BY: NGVD CONVERSION FACTOR JIM GIBBON NAVE) JIM 88 - NGVD 29 = DIFFERENCE J GM GIB BBOON N 359.663 - 356.244 =3.419 THIS IS THE DIFFERENCE NpRrzaNrAl. wuE: BETWEEN THE DATUMS. 1' =39 -T "OR CONSTRUCTION jet J. DRAWING FME Ne: Date:& S ��v 1290-0cd1T -02. tServices Eng,a= _ 'A, UT -02 EXPIRES: k1t 5` � / s•cr xe -- I: S9 IU, IS9 I &9 IU, SEWER LEGEND: o EXISTING SEWER FM w SEWER SERVICE LINE ° N .-, I-" U Z Z • SIDE SEWER OEANOUT � w V 0 0 STEP SEWER TANK A o O U Q U V U GREASE INTERCEPTOR 9 s m a a m NOTES: 1. BETWEEN WATER AND SEWER SEPARATION u 2. SEWER SERVICE SHALL BE AT MINIMUM 2X SLOPE. OAR'o'h ELL.,. 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE 3103 CARRIAGE DRrVF APPROXIMATE AND ARE BASED ON RECORD DRAWINGS BLDG. H. AND SURVEY INFORMATION. CONTRACTOR TO FIELD OM A, WASHINGTON 98803 VERIFY ALL INFORMATION BEFORE STARTING P:390a9zu69 CONSTRUCTION. F:38ws3 -1809 W W W.SH EAOARRJEW ELLOOM 4. CONTRACTOR TO VERIFY ALL SPEaFICATI0N5 AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5, ARCHITECT, OWNER AND CITY TO COORDINATE EXACT HOSE BIB LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB MUST BE LOCATED WITHIN 50' OF THE PUMP ACCESS. HOSE BIB LOCATIONS ARE SHOWN FOR REFERENCE ONLY. CONTACT CITY OF YELM SEWER DEPARTMENT FOR FINAL APPROVAL OF LOCATIONS. 6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CHECK !!J N SEWER SPECIAL ADDENDUM TO YELM DEVELOPMENT GUIDELINES. 113 Z 7. CONTRACTOR TO INSTALL AN ELECTRICAL TRANSFER Z LLI J O SWITCH AND GENERATOR PLUG AT ALL STEP CONTROL X Q PANELS CHECK CITY SPECIFICATIONS FOR TYPE AND Z MODEL NUMBERS ♦Z w LU 2 Vi Y V W U Rp 0`' 9i0 p lP� BASIS OF BEARING FDf SID N 01'57'11' E FOR THE WEST LINE OF THE /ONAL NORTHWEST QUARTER OF SECTION 29 BETWEEN �Q THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. a� WASHINGTON STATE PLANE COORDINATE SYSTEM L SOUTH ZONE (NAD 83/91) ac Nw a RAl scvc r 9m, rx[ xcgplar VERTICAL DATUM ENDR /ARa, JIM GIBSON NAVD 88 DF943,lm THURSTON COUNTY PUBLISHED BENCHMARK / 784A JIM GIBSON NAM Sr FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. PANT LHURTADO FALLS IN CENTER OF SIDEWALK. (5 -82 -E/ 71 FROM S.E. CORNER OF JIM GI&N Mr: TRAFFIC SIGNAL BOX 22' S.W. FROM CENTER OF BALD HILL RD. IWa er. ELEVATION = 359.66 AMY HEAD ORIEL / APFRDOED BY: NGVD CONVERSION FACTOR JIM GIBBON NAVE) JIM 88 - NGVD 29 = DIFFERENCE J GM GIB BBOON N 359.663 - 356.244 =3.419 THIS IS THE DIFFERENCE NpRrzaNrAl. wuE: BETWEEN THE DATUMS. 1' =39 -T "OR CONSTRUCTION jet J. DRAWING FME Ne: Date:& S ��v 1290-0cd1T -02. tServices Eng,a= _ 'A, UT -02 EXPIRES: k1t 5` � / s•cr xe -- NOTES: 1. BETWEEN WATER AND SEWER SEPARATION u 2. SEWER SERVICE SHALL BE AT MINIMUM 2X SLOPE. OAR'o'h ELL.,. 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE 3103 CARRIAGE DRrVF APPROXIMATE AND ARE BASED ON RECORD DRAWINGS BLDG. H. AND SURVEY INFORMATION. CONTRACTOR TO FIELD OM A, WASHINGTON 98803 VERIFY ALL INFORMATION BEFORE STARTING P:390a9zu69 CONSTRUCTION. F:38ws3 -1809 W W W.SH EAOARRJEW ELLOOM 4. CONTRACTOR TO VERIFY ALL SPEaFICATI0N5 AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5, ARCHITECT, OWNER AND CITY TO COORDINATE EXACT HOSE BIB LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB MUST BE LOCATED WITHIN 50' OF THE PUMP ACCESS. HOSE BIB LOCATIONS ARE SHOWN FOR REFERENCE ONLY. CONTACT CITY OF YELM SEWER DEPARTMENT FOR FINAL APPROVAL OF LOCATIONS. 6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CHECK !!J N SEWER SPECIAL ADDENDUM TO YELM DEVELOPMENT GUIDELINES. 113 Z 7. CONTRACTOR TO INSTALL AN ELECTRICAL TRANSFER Z LLI J O SWITCH AND GENERATOR PLUG AT ALL STEP CONTROL X Q PANELS CHECK CITY SPECIFICATIONS FOR TYPE AND Z MODEL NUMBERS ♦Z w LU 2 Vi Y V W U Rp 0`' 9i0 p lP� BASIS OF BEARING FDf SID N 01'57'11' E FOR THE WEST LINE OF THE /ONAL NORTHWEST QUARTER OF SECTION 29 BETWEEN �Q THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. a� WASHINGTON STATE PLANE COORDINATE SYSTEM L SOUTH ZONE (NAD 83/91) ac Nw a RAl scvc r 9m, rx[ xcgplar VERTICAL DATUM ENDR /ARa, JIM GIBSON NAVD 88 DF943,lm THURSTON COUNTY PUBLISHED BENCHMARK / 784A JIM GIBSON NAM Sr FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. PANT LHURTADO FALLS IN CENTER OF SIDEWALK. (5 -82 -E/ 71 FROM S.E. CORNER OF JIM GI&N Mr: TRAFFIC SIGNAL BOX 22' S.W. FROM CENTER OF BALD HILL RD. IWa er. ELEVATION = 359.66 AMY HEAD ORIEL / APFRDOED BY: NGVD CONVERSION FACTOR JIM GIBBON NAVE) JIM 88 - NGVD 29 = DIFFERENCE J GM GIB BBOON N 359.663 - 356.244 =3.419 THIS IS THE DIFFERENCE NpRrzaNrAl. wuE: BETWEEN THE DATUMS. 1' =39 -T "OR CONSTRUCTION jet J. DRAWING FME Ne: Date:& S ��v 1290-0cd1T -02. tServices Eng,a= _ 'A, UT -02 EXPIRES: k1t 5` � / s•cr xe -- "OR CONSTRUCTION jet J. DRAWING FME Ne: Date:& S ��v 1290-0cd1T -02. tServices Eng,a= _ 'A, UT -02 EXPIRES: k1t 5` � / s•cr xe -- CITY OF YELM GENERAL WATER NOTES: 1. ALL WORKAIANS IP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON ST BARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK N CITY RIGHT -OF -WAY REWIRES A PERMIT FROM THE CITY OF YELM PRIOR TO ANY WOW COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A i PRECOISTNUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS REPRESENTATIVES OF INVOLVED UTILITIES AND THE CITY OF YELM. CONTACT CuKIUNITY DEVELOPMENT DEPARTMENT AT (360) 456 -3635 TO SCHEDULE A PRECONSTRUC.ON MEETING. ''.. 3. WATER MANS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PPE (UNDER 4 INCHES); PPE MATERIAL SHALL BE: PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUt TO OR LESS THAN THE STANDARD DIMENSION RATION (SDI) O" 21, AND MEET 7H REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5. I. POLYVNYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES)' SHALL MEET THE ��- X11�11""" REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICIRSS EQUAL TO OR GRgnTER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PPE (DPk DIP SHALL CONFORM TO AWWA CI51 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX-INCH FIRE HYDRANT SPOQLS SHALL BE CLASS 52. J 4. GATE VALVES SHALL BE RESILIENT WEDGE, NITS (NOR RISING STEM) NTH O-RINLHS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANS FLANGES VALVES SHALL ORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M k H, KENNEDY, CLOW R/W OR ATOMS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY, i 5. HYDRANTS SHALL BE M R H REUANT STYLE 929 OR 129, MUELLER CENTURION, CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ADD* REFERENCED SPECIFICATION (NOTE 1). ��, 7. ALL PPE AND SERVICES SHALL IE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLAS�IC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- NCH-WEDE 'MUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE RNA TAPE b' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE H VY DUTY DIRECT BURY COATED COPPER WERE (PAIGE 'UF' SINGLE CONDUCTOR OR EQUAL) WRAPPED 3 AROUND THE PPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE ECTIORS SHALL USE WERE NUTS AND A DBR SPUCE KIT, MANUFACTURED BY 3-M OR AP EQUAL ALL LOCATOR WERE FOR SERVICE PIPE STALL BE CONNECTED TO THE L ZU WERE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED N ACCORDANCE WITH MUTCD.I'i 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 i 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN.I WHERE CONNECTIONS REWIRE A'FEID VERIFICATION', (XINIECROR POINTS WILL BE EItq SED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT- D0f(��WN ds NOTICES iC 11 AT ANY CONNECTION 70 AN EXISTING LINE WHERE A NEW VALVE IS NOT NST , THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO ECTION. P 14 AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MANE E NECESSARY PROVIS INS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE STING is SYSTEM OT INSTALL A NEW VALVE. 0 14. AFTER COMPLETION OF ALL ITEMS SHOYN ON THESE PLANS AND BEFORE ACCEP ANC: OF 7HE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST- PREPARED BY E am INSPECTOR DETAILING REMAINING ITEMS OF WORK 10 BE COMPLETED. ALL ITEMS F WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE TY PRIOR s TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SI RACE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIMATIONS AND DETAILS SHALL BE ON97E DINING CONSTRUCTION. 16. AND REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'$ ENGINEER IN AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION N THE FIELD. THE CITY SHALL NOT BE (ESPONSBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS j L 4 I it {9 L is CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTRES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND 9 LOCATE LINE AT (800) 424 -5555 A MINIMUM O 48 HOURS PRIOR TO ANY 'j� EXCAVATION. CITY OF YELM GENERAL SANITARY SEWER NOTES: 1• ALL WORIMANS7HIP AND MATERIAL SHALL BE IN ACCORDANCE NTH 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 POUTS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. a 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 PRECONSTRUCTKN 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 N ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 5- THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U11LITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -ROD -424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. L ALL PLASTIC PPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12• TO 18' UNDER THE PROPOSED FINISHED SUBGItADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SY57EMS AND FORCE MANS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BUIRY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, EMT UP AND TED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE b' 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 INSTAUED 127 ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CDRE BACKING MARKED 'POWER'. TARE SHALL BE FURNISHED BY THE CONTRACTOR. 10, BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACXTU MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MUM ASPHALT CONCRETE COD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12, EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DINING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS 13, PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14, IT SHALL BE THE RESPONSIERUTY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION STE AT ALL TIMES 15, ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16, ALL STEP MANS SHALL BY HYDROSTATIC ALLY TESTED N CONFORMANCE WITH 1HE ABOVE- REFEEHCED SPECIFICATION FOR TESTING WATER MAINS (SE NOTE 1.) N ADDITION, ALL STEP MANS SHALL ME PIGGED /CLEANED N THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN N SERVICE. 17, PRIOR TO BACKFE.L ALL MANS AND APPURTENANCES SHALT. BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /Ot FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND NSPECTION& 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 07HERWISE AUTHORIZED BY THE CITY OF YELM. 19 , IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON -OFF' SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30M PADLOCK 20, INSPECTIONS FOR ONSTE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR N0110E TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK knuuIKO4, IE;BEDONG AND LOCATION B) TANK INFILTRATION, EILTRATION TEST C) &S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21, ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. GENERAL WATER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORW, 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5 MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS UNLESS OTHERWISE SHOWN. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED BUT TO CENTER OF STRUCTURE. 4. MAINTAIN MY MINIMUM HORIZONTAL AND 1.5 MINIMUM VERTICAL SEPARATION FROM WATER MAINS 5. PIPE LENGTHS CALLED BUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 2 -1/2' EIRE BEPAPTNENT RAISED LETTERS M CONNEQION I AUTO SPRINKLER' Z � SCHEDULE AD � VANILEU STEEL N' -ao' W w 18' x 18^ x 8' w V .ONO. BLOCK w O E/i $ HmuLE m MVAMrzm In ST[lt WBAIPtD MM Hwy 8 YA PWM \ \\ Lu W CITY CF YELM, WASHINGTON o PT. OF PUBLiC WORKS FIRE DEPARTMENT i CONNECTION a APPROVE C1Y. NO, CO FVBLF ORKS DIRECTOR DArE 6 -4.4 DIES. JINN. CKD. DATE ES JEG Tv 412007 -I NI, I v I, 'AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPLA, WASHINGTON 98502 P: 780452 -1185 F: 780.982.1508 Z3 N 0 z e.f 0 z Z � � N � W w 6 � w V w O w O E/i () In z Hwy a s Lu W W o w i m a CO 11J W W W W W ¢ w ¢ ¢ z -I NI, I v I, 'AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPLA, WASHINGTON 98502 P: 780452 -1185 F: 780.982.1508 of MN AT RBL 55AE E ME THE EWJDEGY /V RR LNVD 0 FOR CONSTRUCTION 0a N. 1290-11 ORANNO FILE N. Y. Date:.2/ L 129D-01 -UT-02. -Oev em savic_E g._ APP VAL EXPIRES UT -03 sIEEr Ha: 13 - 16 W � N � W J z XJO LLI fQ„ Z E/i () In C3 Hwy a s Lu W W N0 Q 0 z 11J V of MN AT RBL 55AE E ME THE EWJDEGY /V RR LNVD 0 FOR CONSTRUCTION 0a N. 1290-11 ORANNO FILE N. Y. Date:.2/ L 129D-01 -UT-02. -Oev em savic_E g._ APP VAL EXPIRES UT -03 sIEEr Ha: 13 - 16 QI 31 SIZE A B 1 1/2" 13 1/4" 15' 2" 17 1/4" 15" MEIER BOX 1 1/2" -2' POLYETHYLENE UNE1 1 1/2' -2" MALE ADAPTER `2' RENLENT BALL VALVE WEDGE (CURB STOP) DATE VALVE UD11 YETPR BDX UO - 1730 d READER LID BOX - BOr 1770 X 12 BASE OR APPROVED EQUAL BALL V CHECK VALVE CHECK RATED 17 U N 45' BEND •�, PER BALLAST-/ a i n --VALVE STEM RISER ,.-.t RECESSED HANDLE TYPE 0.5' CONCRETE CL 3000 I - ING WI A R TOP MEW COVER 36" IS EXCEEDED 500 UPPED 1 1/2" - 811 S 1,200 RIND THE -3' x 3' x 4" 2' - 611 SIDE VIEW 6 3 ♦ VALVE BOX WITH 1 1/2" - Cos - 10" a�'n' TRENCH BOTTOM ERAIE 2" - CBS - ! LJ� HORIZ_BEND ES NO. iORD PACK JOINT TE VALVE SHOWN- SIMILAR 23.600 12,100 SECTION CORPORATIO 0 TYPE B 1 TALLATION REWIRED FOR 57,000 30,800 •. 15,700 PLASTIC LINE (MAE 200 / 1 6 .'.A.. .. PSI PHIIJJP5'A& PIPE I OES.ES 5100 POLYETHYLENE PIPE) TRACER WIRE 8 PLUG OR CAP FORD BALL VALVE FOR 0" OR 18" PLUGS PACK JOINT A fEMAIE I.P. THREADS 11/2 " -2" NIPPLE /2007 -SEAL WITH 0.52400050 SERVICE SADDLE 7,*2 CITY OF SDR 21 PVC PIPE VERTICAL BEND GUIDE PLATE WELDED TO RISER DEPT. 1. STf4IE55 STEEL INSERTS REQUIRED rue ALL NFDRMING TO ASTM ACP 1 1r 6 �. BT -PASS VALVE w /LOCKABLE CAP PACK JOINTS. 1 1 /.1 TO ry Tf 2. ALL SERVICE SADDLES SHALL HAVE RUBBER L GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2' - FORD VON 76 -15913 OR EQUAL ' Z" - FORD VON 77 -15917 OR EQUAL .�AIPPRO�`�Ep_ DKC. N0, 4, ALL 1 1/Y AND 2' SADDLES WILL BE Ley 1J___ 2" TArs WAX BRASS 2' NIPPLE AND PUBLIc WORKS D cic1R DATE 6 -3 2' RESILIENT WEDGE GATE VALVE AND 910 DES. DWV. Q1D. GATE HOUSING AND STIR -21 PVC PIPE MOUSING ES I J[1l TP 4/2007 SINGLE METER BOX PLACEMENT SEC 29, T 17 N, R 2 E, WM 16" METER BOX -- i lIIa" 12" MAX. .OPE TO BOX METER BOX DUAL METER BOX PLACEMENT I 12' I -' tP METER BOX CENTERED ON EXTENDED LOT LIP 12' T TYPICAL METER PLACEMENT W /SIDEWALK APPROVED OKO. N0. �w PUBLIC WORKS MIZECTOR DATE 6 -6 DES, D`M. ICKD. ES � JEC TP PIPE U N 45' BEND •�, 11 -1/4' BEND BALLAST-/ a i n --VALVE STEM RISER ,.-.t RECESSED HANDLE TYPE 0.5' CONCRETE CL 3000 I - REQUIRED WHEN MAX. TOP VIEW TOP MEW COVER 36" IS EXCEEDED 500 Lip INSIDE PAVED ROADWAY (LENGTH VARIES) S 1,200 INLAND FOUNDRY {1248 -3' x 3' x 4" 14,300 SIDE VIEW 6 3 ♦ VALVE BOX WITH CLASS 3000 10" 8 3 /a' TRENCH BOTTOM WATER' CAST IN LID CONCRETE PAD ! LJ� HORIZ_BEND OR OFCO 910 COPPER TRACER WIRE TIED OFF AT VALVE BODY, TE VALVE SHOWN- SIMILAR 23.600 12,100 SECTION EXTENDED OUTSIDE PVC RISER PIPE THEN IN TALLATION REWIRED FOR 57,000 30,800 •. 15,700 EXTENDED ONE FOOT TOP OF VALVE BOX. B FINISHED GRADE 6 .'.A.. .. OUTSIDE PAVED AREA I OES.ES M TRACER WIRE 8 PLUG OR CAP y� I a' +- 0" OR 18" PLUGS WELDED TO RISER SHAFT, CITY OF 11M, WASHINGTON /2007 -SEAL WITH 0.52400050 0 3/16" Thk X 5 1/5" CIA STEEL DEPT. OF 7,*2 .r• _6' SDR 21 PVC PIPE VERTICAL BEND GUIDE PLATE WELDED TO RISER C NFDRMING TO ASTM ACP € WASHINGTON 3 34. RISER PIPE TO BE CSTC - l NOTES: STEEL TUBING TO FIT OPERATING PLUME I O ER VALIVE STEM RED SINGLE METER BOX PLACEMENT SEC 29, T 17 N, R 2 E, WM 16" METER BOX -- i lIIa" 12" MAX. .OPE TO BOX METER BOX DUAL METER BOX PLACEMENT I 12' I -' tP METER BOX CENTERED ON EXTENDED LOT LIP 12' T TYPICAL METER PLACEMENT W /SIDEWALK APPROVED OKO. N0. �w PUBLIC WORKS MIZECTOR DATE 6 -6 DES, D`M. ICKD. ES � JEC TP PIPE U N 45' BEND •�, 11 -1/4' BEND BALLAST-/ a i n --VALVE STEM RISER a �• � 0.5' CONCRETE CL 3000 I - REQUIRED WHEN MAX. TOP VIEW TOP MEW TO�VIEW 36" IS EXCEEDED 500 Lip INSIDE PAVED ROADWAY (LENGTH VARIES) S 1,200 - a" 14,300 SIDE VIEW 2,000 10,100 S. 22,300 NOTE: TRENCH BOTTOM 15,800 TEE ALL VALVES MUST HAVE 14 GUAGE INSULATED �G GATE VALVE HORIZ_BEND 22,700 COPPER TRACER WIRE TIED OFF AT VALVE BODY, TE VALVE SHOWN- SIMILAR 23.600 12,100 6,100 EXTENDED OUTSIDE PVC RISER PIPE THEN IN TALLATION REWIRED FOR 57,000 30,800 •. 15,700 EXTENDED ONE FOOT TOP OF VALVE BOX. B TTERFLY VALVES. 6 .'.A.. .. VALVE STEM EXTENSION LEGEND I OES.ES n VALVE OPERATING NUT OR 1 7/8" CROSS WITH 8 PLUG OR CAP X 1 7/8' X 2" HIGH GRADE STEEL PLUG PLUGS WELDED TO RISER SHAFT, CITY OF 11M, WASHINGTON /2007 0 3/16" Thk X 5 1/5" CIA STEEL DEPT. OF UBUC WORKS VERTICAL BEND GUIDE PLATE WELDED TO RISER SHAFT. STANDARD € WASHINGTON (i 2'X2 "X 3/16- SQUARE STRUCTURAL VALVE BOX g NOTES: STEEL TUBING TO FIT OPERATING STANDARD I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. NUT. LENGTH AS REQUIRED. Z• PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS 8 FITTINGS. �� DWG. MD. �• ANCHOR REBAR DIAMETER. S p P,� DLS. 1. DWD. N0. NOTE: ro 4/2007 ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC VKXtKS DInGTOi 6- 1 1 DATE FILLET WELD ALL AROUND. DES. own. a]. DATE i ES JEC TP 4/2007 E� g CALL BEFORE YOU DIG =• THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL N u UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALUNG THE UNDERGROUND LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY '$LOCATE EXCAVATION. SINGLE METER BOX PLACEMENT SEC 29, T 17 N, R 2 E, WM 16" METER BOX -- i lIIa" 12" MAX. .OPE TO BOX METER BOX DUAL METER BOX PLACEMENT I 12' I -' tP METER BOX CENTERED ON EXTENDED LOT LIP 12' T TYPICAL METER PLACEMENT W /SIDEWALK APPROVED OKO. N0. �w PUBLIC WORKS MIZECTOR DATE 6 -6 DES, D`M. ICKD. ES � JEC TP 4HI91h, ating nut I oK. poymenf Paint Hyother shield Sun Yel lo Hydrant Look Grade EnBonnet (1 13312 i /2threa connection HYDRANT OFFSET w8h threads _-4l /i Sfeamer with NST lhrxads See valve box and A 5" StorX adapter volve stem detail - Style S -37 w /SC cap 6 -11 4" 4' Grouts To Lj, SfandDtps Ircnph 8" Flanged fire depth 3' Minimum - hydrant tee Each Pipp• Jo)nl 5" /1106 EBAA Iron, 8.. Inc. Megalug I IV6" Chaos 52 ductile iron pipe cut to length gale valve, Se FL X MJ I See note below Vorles I 1 LL4 "RO"NIG" concrete block Hydrant shoo /Bockfill to lop of drain ring housing bolts with 2" washed reek as shown Plastic barrier between 6 X 6' sheet of 11 mil. plastic or can- thrust block and fee Notes struetlon fabric, covering 2" washed rock 1 Concrete Thrust black J I. Hydrants shall be located In cost-In-place against accordance with Section 6.060. fitting only In addition, o minimum three foot rodlus unobstructed working P.en shall be Provided around all hydrants. CITY DF "ELM, WASHINGTON 2. Hydrants shoe be Grosser M A H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion mi. FIRE HYDRAN I 3. Gate wives shall a s. Volvo wedge AIRS with O-ring scab. Valve ends shall be Mechanical Joint by ANSI flanges. - Vahee shall conform to AWWA 509 -80. APPROVED U C. NU. Valves shall be Mueller M3H, Kennedy, 6 -7 Clow R/W d WatRDMe Series 500. PUBJC WORKS ORECTIM OA -E 4. Fin Hydrant lock payment A required DES OWN. CKD. DATE city will order and Install. ES JEG TP 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE WI(I 45' BEND •�, 11 -1/4' BEND DEAD END DIAMETER .t � �• � SAND 2,000 TOP VIEW TOP MEW TO�VIEW / 500 Lip 6" WYE 4.400 2,300 1,200 5,700 a" 14,300 SIDE VIEW 2,000 10,100 10" 22,300 SIDE VIEW SIDE VIEW 15,800 TEE CROSS GATE VALVE HORIZ_BEND 22,700 14" 43,600 23.600 12,100 6,100 rr 16" 57,000 30,800 •. 15,700 7,900 11 III.`' A ` .'.A.. .. 10,000 I OES.ES TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS Air /2007 X15' - 90' VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. CF PUBLIC WORKS NOTES: STANDARD I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL . Z• PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS 8 FITTINGS. �� DWG. MD. �• ANCHOR REBAR DIAMETER. SHALL BE 5/8" MINIMU4 PUBLI WORKS DIRECTOR GATE 6 -13 DLS. 1. CPO. DATE ES JED ro 4/2007 4HI91h, ating nut I oK. poymenf Paint Hyother shield Sun Yel lo Hydrant Look Grade EnBonnet (1 13312 i /2threa connection HYDRANT OFFSET w8h threads _-4l /i Sfeamer with NST lhrxads See valve box and A 5" StorX adapter volve stem detail - Style S -37 w /SC cap 6 -11 4" 4' Grouts To Lj, SfandDtps Ircnph 8" Flanged fire depth 3' Minimum - hydrant tee Each Pipp• Jo)nl 5" /1106 EBAA Iron, 8.. Inc. Megalug I IV6" Chaos 52 ductile iron pipe cut to length gale valve, Se FL X MJ I See note below Vorles I 1 LL4 "RO"NIG" concrete block Hydrant shoo /Bockfill to lop of drain ring housing bolts with 2" washed reek as shown Plastic barrier between 6 X 6' sheet of 11 mil. plastic or can- thrust block and fee Notes struetlon fabric, covering 2" washed rock 1 Concrete Thrust black J I. Hydrants shall be located In cost-In-place against accordance with Section 6.060. fitting only In addition, o minimum three foot rodlus unobstructed working P.en shall be Provided around all hydrants. CITY DF "ELM, WASHINGTON 2. Hydrants shoe be Grosser M A H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion mi. FIRE HYDRAN I 3. Gate wives shall a s. Volvo wedge AIRS with O-ring scab. Valve ends shall be Mechanical Joint by ANSI flanges. - Vahee shall conform to AWWA 509 -80. APPROVED U C. NU. Valves shall be Mueller M3H, Kennedy, 6 -7 Clow R/W d WatRDMe Series 500. PUBJC WORKS ORECTIM OA -E 4. Fin Hydrant lock payment A required DES OWN. CKD. DATE city will order and Install. ES JEG TP 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 90' BEND 45' BEND 2 -1/2" BEND 11 -1/4' BEND DEAD END DIAMETER THRUST LOADS SAND 2,000 OR TEE 4" 3,600 2,000 11000 500 2,600 6" 8,000 4.400 2,300 1,200 5,700 a" 14,300 7,700 COCO 2,000 10,100 10" 22,300 12.100 6,200 3.100 15,800 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23.600 12,100 6,100 30.800 16" 57,000 30,800 •. 15,700 7,900 40.300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LOS : 3000 LB /S.F. = 10.7 S.F. OF AREA T 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE S12E 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 PIN EXCEEDS 2 FEET MUCK, PEAT 0 ' -- - -- - - - - -- - - - -_- SOFT CLAY 1,000 N z THRUST LOADS SAND 2,000 ( W W U SAND A GRAVEL 31000 W E U W a LU ~O� Q SAND & GRAVEL 4,000 m SDI R- W DW0' CEMENTED WITH 6 -14 CLAY PUBLIC WORKS DIRECTOR OAIE HARD SHALE 10,000 OES.ES DYING 9K1.ro /2007 R I U 5z TAPPWG VALVE LSTANLLSS S EL x NJ TAPPING SLE VALVE AND SLEEVE STALL BE S140VM BELOWORIGHr. rILLEO AS GROUND ,TE VALVE x NJ j TEE -I 1/3 DOF PK r� 1+� O; CONTROLLED DENSTY RACKFILL /I- 2 -1 \\ POURED WIDTH OF TREN[H SOLID RRILK SUPPOK CONCRETE TRUST NOTES: 1. 11 MIL PLA5TIC 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. S. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. CONNECTION 10 EXISTING MAIN APPRO I DWG. A'0. T� 6 -10 PUBLIC WORMS DIRFLT(Xt DATE MS. 1 Usti. CKn FS JEG I TP RESTORATION DEPTH (RACE to "E 12* TO 18' UNUER VARIES, THr FINAL GRACE L (71R, IRACER WRE (SEE GEAIERAI SEEN jo BA1. 2. 044 NOTES W. 7) SEE 5001E 1, 1. 3 T 523 6' ARM. BEDDING MA YERIAL SEE NOTE 4 UNDISTURSEC sm NOTES_ 1. A M!MMUM CQVCR OF 3.5' SHALL BE MAWTANED. EXCEPT AS REOORED AT CONVICTION POWTS 2 NATIVE BACKFAL SNAIL CONSIST Or DTuSMEa, PROCESSED. OR NATURALLY GCNRR!NG GRANULAR MATrjd&. IT SHALL BE ESSINDALLY FREE IRON VARIOUS Y7fS OF x007 WASTE OR OTHER EX,N,,KOUS OR OBJECTIONABLE MATERIALS IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE TAT IT III .COIN PA T REA d . Y COMPACT. J. NATIVE TRLNCN SACKFILL MAILRIAL SHALL BE SOTTO OR SCREENED SO MAT THE MAW" AGCRECATE SHALL 15 5 -W"NES A. PIPE BEDDING MP TERIAL SHALL BE SAND OR OTHER CITY APPROVED EOVAL. NC SUBSNTILWS WILL BE AISCI ED VOTHnur WR TEN AUTHORVAGON FROM TIT CITY OF MAT. 5. WERE NATIVE MATERIALS HAVE SEEK R MED UNACCEPTABLE 01 ME CITY, WENCH BACKHLL SHALL MEET TIRE WSOOT STANDARD SPECIFICATIONS FEAR SHE PRE TYPE BENT SPECIFIED. CIIY OF YELM, WASHINGTON DEP-. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING ^�N DWC. NO. PUBLIC 'A'ORKS pPECTCR DALE 6 -15 TIES OWN. CND. SATE E5 JEG TP 4/2007 BY:/ Date:,J tT�F ?y/ L T]eve Services Engineer "T `!!(C/ APPR6VAL EXPIRES: I 19 I�_II?I�1I� 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 380352-11°5 F: 360352 -1 SOB w U) i3 N z d z� Z � V1 IQ' (7 ( W W U y W Z3 U W E U W a LU ~O� Q m m n W m li 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 380352-11°5 F: 360352 -1 SOB "UNAL " eTrw.- do aE eta Ar RLL 93YE i NN, 9:eE IOEagKLY WA `havoc" SCPLE: NIA DATE. APRIL 2009 UT -04 14 - w U) Q XC IQ' (7 C V Z W o Way a Cf. w2 3 LU ~O� Q W W "UNAL " eTrw.- do aE eta Ar RLL 93YE i NN, 9:eE IOEagKLY WA `havoc" SCPLE: NIA DATE. APRIL 2009 UT -04 14 - A 3 ,r. I ( PLAN / � 1 a uM. � SPUf$ 10 EASIINQ i �; r..,. .F,• +� :................ r 14 CAUpC TOWING FINISH GRADE 2 5 6 (� 5 J Z -2 STEP TANK °I ' 3 o J PLASTIC 2 4 8 `�. �A2 PVC f OR SERMCIE LINE JJJ CONCRETE BOX � I PROFILE 1' KIN HALL VALVE, SL x ��, 1' CHEW ( I / 13 YIN. �,I�� PPARATJS FOR PRESSURE TESTIS SERVE rFIBERGLASS UU I WW STAIHE STEEL 1S' MIN iISER 4EGiT IWMC WIN / M2 NEOPRENE GASKET ALL YON- TRPFDC BEARIYC TANKS / (1' DIAPW: Now ARIL I EAVF S..FFIQWT ( VALVL ASSEMBLY WE T] ALLDN' FD / I AS SHOWN. BALL VALVE RW- IWMOVN I WALL BE WITH 12' BELOW ELECTRICAL DUCE Box WTI CORD GP's / / UD ALL ODVNECTDNS SHALL BE WADE NW H_AT S1MNK BUTT CONNECTdrs 21' OR 24' PVT AOF{ CROJDD AWAY nRCM RSER� J / RI &N�'A11H�IE�RENE RI14 w/uD / GROMMETS 11 LAUDE OF ,7 FROM TOP OF W$EN -0- C TOWN;] CAL CONWn -.- TpNNG ME INSTALL M 3/4' LY CONDINT BLAL� TONING WRE - INSTAL RISER 4 DECTRICAL CDIDUIT -C IN PEER POWER SOURCE g SIANDAR] EN WOHARCE F IN NEE- r 2 -1ART EPDXY, USE CRE11C0 RIM TANK N2 UDUID I ADAPTOR FOR CONCRETE- 5 LEW:L aJ -AUIw TANKS 5' i 1 DIN I' FLOAT I REDUNDANT ASSEMBLY AS SET 11111 OF/ BY CDT' OF YELP i A.A 1 -1/4' GA INLET YSt ORIFICE HOLES ARG.IAT i PERIMETER OF VAULT C CIA. PVC FLOW O INDUCER PVC 007ME � AFFIL% \ II I \I IS� �UB/ERSIWE ETELUDNT 20 GPM ORTNCV 1VRBWEXWM OSI 29TDFl5,YGl PUMP AM TFE MAMAL FOR OUFI TV, TMPI FI, AND CLASS 1 DI ISHCN 1 S.G. POWER CABLE AND MSIALANONS WLL VARY, WE CONTRACTOR SILL MEET THE ''i 1/6' BY -PASS IXOFRF MTFEIT OF THE INSTALLATION REM REMERTS SHOWN N THE IN IRE DISCHARGE NEAU ,-1 TYPICAL STEP INSTALAMON. A_L STELI TANKS SHALL BE H -20 LOAD RA TM TANKS. TH S POLICY SHAL- TAKE EFFECT ON MAY 3', 2007. g� �+ CITY OF YELV 83 DEPT. OF PUBLIC WORKS TYPICAL IISIMPLEX STEP. s TANK INSTALLATION S AP,�+ED DWO NO X4i a"", 7 -9 PUBLIC WORKS DIR CTOR DATE G3 S. UWNJ G4D. DAM J" I E0 -P 4/2007 I 8 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 'r EXCAVATION. M 'lhLLAD4H.BD7ES. *LL SERVICE LINE CARSON BOXES SHALL 3E 1- OCATED 4' FROM ERIE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER SOUP ON BONN X14`E$ OF ROADWAY. GANG CARSON BOXES SHALL. HF LOCATED 3' APART TO CENTER OF BOXES 2. ®A1 AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TD DRAWING 1 40 SEC 29,T17N,R2E,WM SERVICE BOX - CARSON INDUSTRIES MODE. Na 141M WITH SULMD HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER' (USE IN NON -TRAFFIC AREAS) 14 CA. OF HEAVY INSULATED COPPER TONING NRC ALL TONING WRE 511LKES SHALL BE CONINECTEO BY USING D.SY. KITS MANUFACTURED BY 3M STEP MAIN PVC SUNG CHECK EL K SL 1' 481 BALL VALVE. SL K SL-J 1' PVC NIPPLE. A x SL. 1' x MAIN DIA. PVC REDUCING TEE SL x SL x IN OR PPE SADDLE — ALL 1' CNLOUTS SHALL BE CHANGED TO Y TYPICAL XF 2" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 1 7 -1 DES. D . Cx , LAIL JY JEC TP 4 /2nn7 iV r^ TABLE FOR FEEDER WIRE RUN 'AWE SIZE 012 AWG COPPER GRAVEL BASE RO BUILDING OR YtlCFldl LIST: 12' THICK 250 FEET I IRRIA' TION SYSTEM 1. SERVICE UNIT 350 FEET ABOK 2. 00• BEND PUBUC WORKS DIRECTOR DATE HROUND S. UNION -- CK . 4. NIPPLE JY JEI, S. SHUT -OFT VALVE 4/2007 srANOPPE 'YELM, WASHINGTON 8. CHECK VALVE (D.S.H.3. APPROVED) CITY OF 7. RELIEF VALVE DEPT. F PUBUC WORKS B. TESTS COCKS OF STEP TANK — -- 0. DRAIN TO DAYUGHT REDUCE[) PRESSURE 1O.PLUGS N TEST ACKS BACKF OW ASSEMBLY GENERAL NOTES: FOR 2' OR SMALLER A. THOROUGHLY RUSH LINES MDR TO INSTALLATION, U B. DIAMETER Of PIPE AND FITTINGS = Q REFER TO DEVELDPMENT GUIDELINES SECTION SAID A1n —F� =DA7E7 FOR FURTHER INFORMATION, PUBLIC 'MOR16 Dt CCTOR D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING TO w w CKD. GATE w DEL. UW.N. - _ Ki E 7P 4/2007 PPARATJS FOR PRESSURE TESTIS SERVE rFIBERGLASS UU I WW STAIHE STEEL 1S' MIN iISER 4EGiT IWMC WIN / M2 NEOPRENE GASKET ALL YON- TRPFDC BEARIYC TANKS / (1' DIAPW: Now ARIL I EAVF S..FFIQWT ( VALVL ASSEMBLY WE T] ALLDN' FD / I AS SHOWN. BALL VALVE RW- IWMOVN I WALL BE WITH 12' BELOW ELECTRICAL DUCE Box WTI CORD GP's / / UD ALL ODVNECTDNS SHALL BE WADE NW H_AT S1MNK BUTT CONNECTdrs 21' OR 24' PVT AOF{ CROJDD AWAY nRCM RSER� J / RI &N�'A11H�IE�RENE RI14 w/uD / GROMMETS 11 LAUDE OF ,7 FROM TOP OF W$EN -0- C TOWN;] CAL CONWn -.- TpNNG ME INSTALL M 3/4' LY CONDINT BLAL� TONING WRE - INSTAL RISER 4 DECTRICAL CDIDUIT -C IN PEER POWER SOURCE g SIANDAR] EN WOHARCE F IN NEE- r 2 -1ART EPDXY, USE CRE11C0 RIM TANK N2 UDUID I ADAPTOR FOR CONCRETE- 5 LEW:L aJ -AUIw TANKS 5' i 1 DIN I' FLOAT I REDUNDANT ASSEMBLY AS SET 11111 OF/ BY CDT' OF YELP i A.A 1 -1/4' GA INLET YSt ORIFICE HOLES ARG.IAT i PERIMETER OF VAULT C CIA. PVC FLOW O INDUCER PVC 007ME � AFFIL% \ II I \I IS� �UB/ERSIWE ETELUDNT 20 GPM ORTNCV 1VRBWEXWM OSI 29TDFl5,YGl PUMP AM TFE MAMAL FOR OUFI TV, TMPI FI, AND CLASS 1 DI ISHCN 1 S.G. POWER CABLE AND MSIALANONS WLL VARY, WE CONTRACTOR SILL MEET THE ''i 1/6' BY -PASS IXOFRF MTFEIT OF THE INSTALLATION REM REMERTS SHOWN N THE IN IRE DISCHARGE NEAU ,-1 TYPICAL STEP INSTALAMON. A_L STELI TANKS SHALL BE H -20 LOAD RA TM TANKS. TH S POLICY SHAL- TAKE EFFECT ON MAY 3', 2007. g� �+ CITY OF YELV 83 DEPT. OF PUBLIC WORKS TYPICAL IISIMPLEX STEP. s TANK INSTALLATION S AP,�+ED DWO NO X4i a"", 7 -9 PUBLIC WORKS DIR CTOR DATE G3 S. UWNJ G4D. DAM J" I E0 -P 4/2007 I 8 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND s PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 'r EXCAVATION. M 'lhLLAD4H.BD7ES. *LL SERVICE LINE CARSON BOXES SHALL 3E 1- OCATED 4' FROM ERIE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER SOUP ON BONN X14`E$ OF ROADWAY. GANG CARSON BOXES SHALL. HF LOCATED 3' APART TO CENTER OF BOXES 2. ®A1 AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TD DRAWING 1 40 SEC 29,T17N,R2E,WM SERVICE BOX - CARSON INDUSTRIES MODE. Na 141M WITH SULMD HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER' (USE IN NON -TRAFFIC AREAS) 14 CA. OF HEAVY INSULATED COPPER TONING NRC ALL TONING WRE 511LKES SHALL BE CONINECTEO BY USING D.SY. KITS MANUFACTURED BY 3M STEP MAIN PVC SUNG CHECK EL K SL 1' 481 BALL VALVE. SL K SL-J 1' PVC NIPPLE. A x SL. 1' x MAIN DIA. PVC REDUCING TEE SL x SL x IN OR PPE SADDLE — ALL 1' CNLOUTS SHALL BE CHANGED TO Y TYPICAL XF 2" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 1 7 -1 DES. D . Cx , LAIL JY JEC TP 4 /2nn7 iV r^ TABLE FOR FEEDER WIRE RUN 'AWE SIZE 012 AWG COPPER MAXIMUM DISTANCE - 150 FEET -_ 010 AND COPPER NON - PROTECTED AREAS `LAWNS, ETC,) 250 FEET 0G AND COPPER REQUIRE SERVICE BOXES (CARSON OR RICH) 350 FEET (SEE PECFICA-IONS FOR ADDITIONAL NFORMATKN), NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS COMMON KEY THE CITY t'C. B-N2 TO STEP TANK - SINPLEX 1.2-Z 13 -012 TO STEP TANK - DUPLEX P2%, 17 -f12 TO STEP TANK - TPIPLEX TYPICAL PUMP CONTROL PANEL )ES. CK. E JY JNG P DWG NQ FIBERGLASS LID NTH STAINLESS STEEL 90-TS AND NEOPRENE GASKET 5' MIN T. --1'31 /4' ALL LDS Y MN MIST GRADE I YP. SLOW 70 � CBE NAT H' GRADE 14 GAUGE COPPER I YOUNG CORE. 2' -0' -i ORENCO, SYSTEMS TAN, INTO RISER INC.. OR EQUAL 1 ORENCO TANK TO RISER ADAPTOR (FOR USE WIN NCN- TRAFFIC BEARING TANKS) NOTE R$EN AND LD SHALL BE 30' ON ALL SIMPLEX PU4P VAULT INSTALLATIONS. RISER AND LID SHAY BE 30' ON ALL DUPLEX AMID TRIPLEX PUMP VAULT INSTALLATIONS CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG NQ �� 7 -18 PUBLC WORKS DMECTDIi GATE DES. Z. it JY JEG TP VA 4/2007 y WATER TIGHT TYPICAL IV PROTECTED AREAS W CONNECTION NON - PROTECTED AREAS `LAWNS, ETC,) APPROS 7 -D' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) z ABOK '1O PUBUC WORKS DIRECTOR DATE HROUND 1 EXISTING GROUND -- CK . 14 GA COPPER TONING WIRE JY JEI, T1RAP ONCE AROUND MAHOUT 4/2007 srANOPPE W W Q wg Lu NEW (T PVC SEWER O' Lu PVC G.Q- NINE (TIP) (3034) OF STEP TANK lEe 2S SLOPE TO TAW7 FF�]ILPE YVLu T BAFFLE FERRO) COUPI ING OR APPROVED EQUAL FECY00 COUPI HNC OR .4'P ROWO EQUAL 1' MAFBID(E IRINC A40 COVER. OONCREM COL.AR1 14 CA COPPER TONING ,MHE 2' -0' WE INTO RISER - NCO PACTED BACKMLL -RISER WITH FIBERGLASS ED ORENCO SYSTEMS INC.. OR EQUAL. R s 21' PVC RISER REQUIRES 24' RING At CAST WON COVER 24' PVC RISER REOIARES 30' RING d ALUMINUM COVER JD' PVC RISER REQUIRES 36' PING 4 ALUMINUM COVER CEPT. OF PUBLIC WORKS TRAFFIC BEARING LID DIES JY I EG I TP DWG. NO 7 -19 D'OR CONSTRUCTION 3'BYent ST _V,IceFAL EXPIRES: TYPICAL W CONNECTION U) APPROS r DNG. NO. z 7 -7 PUBUC WORKS DIRECTOR DATE Z 5. DIN. CK . ATE JY JEI, I TT' 4/2007 TRAFFIC BEARING LID DIES JY I EG I TP DWG. NO 7 -19 D'OR CONSTRUCTION 3'BYent ST _V,IceFAL EXPIRES: -I NI n I �I NT OHED. R E 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON MIXING P: 3110-$2 -1480 F: 900- 02.1808 W U) Ix r n z V Z Z X Q P co) w MOz H12 S Z 4c W W Q wg Lu O' Lu D Q YVLu W W U QL GO 0- n TO w w w W w -I NI n I �I NT OHED. R E 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON MIXING P: 3110-$2 -1480 F: 900- 02.1808 AL b' DE I ON AT RAL 564E NICE. SOME HNNBLY UT -05 W U) Ix m W D W X Q P co) MOz H12 S Z 4c W W Q wg Lu O' Lu D Q YVLu W W U AL b' DE I ON AT RAL 564E NICE. SOME HNNBLY UT -05 .VX IND. 7500 CAL 3 GARAGE CONTRACTOR TO ` ^GARAGE WALL iANEL RISER WALL SHIM, ETC. TO I —PJM- VAULT RISER LID I z z ACCOUNT FOR PUMP CONTROL I TO SERVICE MI PARE TO 5$� I � _ �I BOX BOX DIFFERENT TYPES PANEL V- t t70O ca g V -t OF SDING ro 3/4• PVC (CONTRACTOR TO I CONCRETE TANKS CONDUIT FORM EA CONDUITS TX < DWG. NO 7 -0 0 o V -2 � I AS SHOWN' FOR BOTH Z (NOTE 1) 3/4" LB CONDUITS) STAINLESS STEEL TWO HOLE STRAPS AS I I /3, VOLl,ME_—_ �I 6• MIN BEOOING ELECTRICAL FROM . .. REOUIREO TO SECURE ON NI TANKS LARGER MAN 1500 GALLONS LNE TO FL ECTRK:AL CONDUIT TO WALL UNDER HOJSE PANEL NOILS: 1. DELETE WAFFLE FOR A 3000 GALLON -ANK UTUZED AS A INPLEK PUMP VALLT. CITY OF YELM EXISTINZ G GROUND )NDU- 3. THE TRIRLEX PUMP VAULT REQUIRES TWO VAU_TS 1500, 3000, 4500 GALLON AND FLOAT$ COMPLETE RISERS ONE VAULT CONTAINS STEP T _ T— L z WI APPROVED DWG. NO. 1 4 - -?1 — WALL \\. TO STEP J DES. 1 TANK 70 STEP TANK *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE B� CASE BASIS, TYPICAL PL)f PANEL IN''E lPpgQO)ffNEXI SN JY I JEG I TP DWG. No. 7 -5 ` sl•: Bol• Ses. '' LuuLq ne,n. k ce.er �Ypt Plpx Atliw 10 c•eM er A Cm Iyn! brM 3 Pbcer (2 PIpCM On 57)-GA) MILET � Y x ' rpbPl i I � — OMiLET LK Eew tir o I t -, Pm i' I rn 3 � water pxn I I !lCTION VENIAA ri lA� '. —_: ua m >^ �r g CPllm CpprP1 eoD all IGw two znoo zsoo Don° .non Sono woo JGOo 6Y Gt, WJN Nw J))-p MM-p i`N -P xYq Bti-Gn +2-p lti-G o 'Y6l' ' {r ' ' -. e6" ' • (r _---6oA' ' • ' a' -..,u' Y --n ' a -v ,� ' ' a � ---cst • ' ' --nt' " ' ' - xq M F etB Pim 'A' T0" ) qy0" n' 2' iY'8" 12' a- I 1] " IS' J' Om ] 0" 5-6' S-tl' B tl' ' -oa G' 6-' ' 1" - oim r_¢' F-2, e._o 'a• 8-7- 0-0 t l0' -5' fo-s qim 'e' ]' -0' ! -e' {' -2' {' -]" {' -0' 5-6 12' 6-6' )' 6G- {' - ' saw wH,m 'ti J Li mw ..ea• /ecev Openln9 -T I:onlrucfo I Gar � VIII O A ccl,eul Plpr "I M flptl A eaN Sifts Typical_� tl u I v..c•rL Olden 11ETAL t PLAN VEIN -Y b-e' B-- Duls1 CFIMMI N6MS: 1 wBlx Plumbing C6M - lWen81A X t. CBPeret 5 NpmbM M WoN winlr Fb• J irLrnNw siomgr �Cpppary 2. Elbe•: Far P.r,4 Npn] A R,II! TIT! FPCIp .n GMbnt !, w 'T. AsTM t- OpEi uulAyl S 9. IPpir'. 8 FIII ./ GREASE INTERCEPTOR e: � NOT TO SCALE ScALL: 3/B• - t' -D• I �� II � CALL BEFORE YOU DIG A$ = � THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND ' PROTECTION OF All DUSTING 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. Day CpmyxMpe Mn!IgLN I'B 45W Doi I -e'S boee Bp -165 65 fA-GZ O.ilainv cox •Mn'mY� $lnJp1J'pl gxrgn NEergounE f*ecaa: [o•nele 'rvG w^xl ./ was MPm:I M MbIITO Wpmr Poor To SPor. -Vp DI Sxbm Supply t "`ptal NI P,pbq A 5o,ndbq 1!x tly, Bucv woLn sMll Be GarNee By 93 T17N1 SIDE VIEW 3000 GALLON TYP. STEP /PUMP TANK NOT TO SCALE STEP TANK VOLUMES DETENTION VOLUME: Sao GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALL R2E,WM 8000 GALLON STEP TANK Pou= 351.10 CONTRACTOR PoM= 351.10 CONTRACTOR 10 VERIFY NTH FINAL TO VERIFY WITH FINAL GRADING rasnmr. 24• 24' RISER TOP OF TANK =347.10 RISER 3Y =2534 GALLONS 4' WORKING 1 IE= 346.10 d,Fl,�y o ,A,E 426 GALLONS a0 OAT ON 2/3 TANK FLOAT OFF cAPaan 5s• =sao cuLaus DETENTION 24' -11• BOTTOM OF TANK = 339.10 REAIOED 1251 f2'k ii OFIDIINI Po901AIED SEE an of YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REa11REMEINS. SEE STANDARD DETAIL BAFFLE WALL ANI[ oRFTa: PER COY ( SEVER GUIDELINE 1/3 TANK cAPAan 30' IRISER k 1251 1'i DFAtlrw 500 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® Nan DOWN STRAP CUP Is 4 HOLD DOWN STRAP LOCATION Q TYPE '13' UFT LUG - SD � TYPE '13• UFT LUG - HD Po111= 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING II II •I 151' TOP VIEW 24• _ADAPTER RING 30' _ADAPTER RING � H 20 u0 H REBaR mfi• oc j3 REBAR 016• oc N . 3 i/2• TAPER 151• TANK WT. APPROIL 19,000 WIS. GRADING 24• 24' RISER TOP OF TANK = 346.96 RISER 32• =2534 GALLONS 4• WORKING 1 IE =345. EMERGENCY STORAGE 426 GALLONS °D \�ItLOAT ON 2/3 TANK FLOAT OFF CAPACITY 56• =5040 GALLONS DETENTION BOTTOM OF TANK =33&96 24' -11• 30• PosER 1/3 TANK CAPACITY BAFFLE WALL ORIFICE PER ( SEWER GUla1 RWIIIOD 12i 145E 71 880 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 11- 4 HOLD DOWN STRAP LOCATION Q TYPE •13• LFT LUG - SD / TYPE •13' LIFT LUG - HD SEE an OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. 3 PER TANK) SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING 7 -14 FOR FLOAT SETTINGS SEE an OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BKINBE AND PUMP SYSTEM. 109 ONS 8000 GALLON STEP TANK PoN =350.96 CONTRACTOR RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRAVING MANHOLE PoNG AND COVER (TYP OF 3 PER TANK) SEE an 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 GALL ONS SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER (TYP OF N M Z U Z 2 � Y m —T: T-1 v ,n H AR E 2182 CARRIAGE atP/E, BLDG. H. OLYMPb16 WASHINGTON 88502 P: 880J52 4185 F: 384d52 4 588 N J W Lu W W W N W J 0 � � N YV> W W v L GE NH AT FILL 4JlE F IOL T.NE MRKpRY IVRIL CWB R 1� FOR CONSTRUCTION 10B N. 1290-01 pUMBNC FllE N. B 1290-01- 1lT-06. Devel mM SCtviCGN EngineN / ORJ,AMG N. UT -0 6 APP VAL EXPIRES: sIKET "« 16 ,,. 16 7500 CAL 3 ALL STEP TANKS SHALL SE H -20 LOAD RA-ED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. F ISHED GRADE -WATER TIGHT LID RISER � ' WM WATER i R TGHT I —PJM- VAULT RISER LID I z z 14 GAUGE TONING 14 GAUGE TLDNINO I I TO SERVICE MI PARE TO 5$� I � _ �I BOX BOX 600 GAL V- t t70O ca g V -t I 2 PART USE ORONO I TANK TO RISER I ADAPTER FOR n I CONCRETE TANKS `4•40 I ORIFICE 1 PUMP ASSEMBLY, SEE DWG. NO 7 -0 0 o V -2 � I AFFLE I (NOTE 1) L - - -- 2 3 VOLUME I I /3, VOLl,ME_—_ �I 6• MIN BEOOING VARIES ON NI TANKS LARGER MAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. NOILS: 1. DELETE WAFFLE FOR A 3000 GALLON -ANK UTUZED AS A INPLEK PUMP VALLT. CITY OF YELM 2. THE OWNER AILL REVIEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS_ DIMIENSIC,IS SHOWN. 3. THE TRIRLEX PUMP VAULT REQUIRES TWO VAU_TS 1500, 3000, 4500 GALLON AND FLOAT$ COMPLETE RISERS ONE VAULT CONTAINS STEP TANK /PUMP TANK ANO ONE PUMP. THE SECOND VALLT CON -AIMS TWO PUMPS. 4. 4500 Q410111 TANKS OR LARGER SHA L HAVE MRFF APPROVED DWG. NO. 1 4 - -?1 RIISiRS AND IIDS 7 -11 PUBLIC Al DIRECTOR DATE DES. .Y ,.EG TP 4/2007 Li mw ..ea• /ecev Openln9 -T I:onlrucfo I Gar � VIII O A ccl,eul Plpr "I M flptl A eaN Sifts Typical_� tl u I v..c•rL Olden 11ETAL t PLAN VEIN -Y b-e' B-- Duls1 CFIMMI N6MS: 1 wBlx Plumbing C6M - lWen81A X t. CBPeret 5 NpmbM M WoN winlr Fb• J irLrnNw siomgr �Cpppary 2. Elbe•: Far P.r,4 Npn] A R,II! TIT! FPCIp .n GMbnt !, w 'T. AsTM t- OpEi uulAyl S 9. IPpir'. 8 FIII ./ GREASE INTERCEPTOR e: � NOT TO SCALE ScALL: 3/B• - t' -D• I �� II � CALL BEFORE YOU DIG A$ = � THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND ' PROTECTION OF All DUSTING 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. Day CpmyxMpe Mn!IgLN I'B 45W Doi I -e'S boee Bp -165 65 fA-GZ O.ilainv cox •Mn'mY� $lnJp1J'pl gxrgn NEergounE f*ecaa: [o•nele 'rvG w^xl ./ was MPm:I M MbIITO Wpmr Poor To SPor. -Vp DI Sxbm Supply t "`ptal NI P,pbq A 5o,ndbq 1!x tly, Bucv woLn sMll Be GarNee By 93 T17N1 SIDE VIEW 3000 GALLON TYP. STEP /PUMP TANK NOT TO SCALE STEP TANK VOLUMES DETENTION VOLUME: Sao GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALL R2E,WM 8000 GALLON STEP TANK Pou= 351.10 CONTRACTOR PoM= 351.10 CONTRACTOR 10 VERIFY NTH FINAL TO VERIFY WITH FINAL GRADING rasnmr. 24• 24' RISER TOP OF TANK =347.10 RISER 3Y =2534 GALLONS 4' WORKING 1 IE= 346.10 d,Fl,�y o ,A,E 426 GALLONS a0 OAT ON 2/3 TANK FLOAT OFF cAPaan 5s• =sao cuLaus DETENTION 24' -11• BOTTOM OF TANK = 339.10 REAIOED 1251 f2'k ii OFIDIINI Po901AIED SEE an of YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REa11REMEINS. SEE STANDARD DETAIL BAFFLE WALL ANI[ oRFTa: PER COY ( SEVER GUIDELINE 1/3 TANK cAPAan 30' IRISER k 1251 1'i DFAtlrw 500 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® Nan DOWN STRAP CUP Is 4 HOLD DOWN STRAP LOCATION Q TYPE '13' UFT LUG - SD � TYPE '13• UFT LUG - HD Po111= 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING II II •I 151' TOP VIEW 24• _ADAPTER RING 30' _ADAPTER RING � H 20 u0 H REBaR mfi• oc j3 REBAR 016• oc N . 3 i/2• TAPER 151• TANK WT. APPROIL 19,000 WIS. GRADING 24• 24' RISER TOP OF TANK = 346.96 RISER 32• =2534 GALLONS 4• WORKING 1 IE =345. EMERGENCY STORAGE 426 GALLONS °D \�ItLOAT ON 2/3 TANK FLOAT OFF CAPACITY 56• =5040 GALLONS DETENTION BOTTOM OF TANK =33&96 24' -11• 30• PosER 1/3 TANK CAPACITY BAFFLE WALL ORIFICE PER ( SEWER GUla1 RWIIIOD 12i 145E 71 880 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 11- 4 HOLD DOWN STRAP LOCATION Q TYPE •13• LFT LUG - SD / TYPE •13' LIFT LUG - HD SEE an OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. 3 PER TANK) SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING 7 -14 FOR FLOAT SETTINGS SEE an OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BKINBE AND PUMP SYSTEM. 109 ONS 8000 GALLON STEP TANK PoN =350.96 CONTRACTOR RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRAVING MANHOLE PoNG AND COVER (TYP OF 3 PER TANK) SEE an 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 GALL ONS SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER (TYP OF N M Z U Z 2 � Y m —T: T-1 v ,n H AR E 2182 CARRIAGE atP/E, BLDG. H. OLYMPb16 WASHINGTON 88502 P: 880J52 4185 F: 384d52 4 588 N J W Lu W W W N W J 0 � � N YV> W W v L GE NH AT FILL 4JlE F IOL T.NE MRKpRY IVRIL CWB R 1� FOR CONSTRUCTION 10B N. 1290-01 pUMBNC FllE N. B 1290-01- 1lT-06. Devel mM SCtviCGN EngineN / ORJ,AMG N. UT -0 6 APP VAL EXPIRES: sIKET "« 16 ,,. 16 7500 CAL 3 3000 CAL 4 4500 GAL I z 6 6p � � ' SU" 6 62• V -1 4 4C0 GAL 6 600 GAL V- t t70O ca g g1DD ca L -Y b-e' B-- Duls1 CFIMMI N6MS: 1 wBlx Plumbing C6M - lWen81A X t. CBPeret 5 NpmbM M WoN winlr Fb• J irLrnNw siomgr �Cpppary 2. Elbe•: Far P.r,4 Npn] A R,II! TIT! FPCIp .n GMbnt !, w 'T. AsTM t- OpEi uulAyl S 9. IPpir'. 8 FIII ./ GREASE INTERCEPTOR e: � NOT TO SCALE ScALL: 3/B• - t' -D• I �� II � CALL BEFORE YOU DIG A$ = � THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND ' PROTECTION OF All DUSTING 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. Day CpmyxMpe Mn!IgLN I'B 45W Doi I -e'S boee Bp -165 65 fA-GZ O.ilainv cox •Mn'mY� $lnJp1J'pl gxrgn NEergounE f*ecaa: [o•nele 'rvG w^xl ./ was MPm:I M MbIITO Wpmr Poor To SPor. -Vp DI Sxbm Supply t "`ptal NI P,pbq A 5o,ndbq 1!x tly, Bucv woLn sMll Be GarNee By 93 T17N1 SIDE VIEW 3000 GALLON TYP. STEP /PUMP TANK NOT TO SCALE STEP TANK VOLUMES DETENTION VOLUME: Sao GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALL R2E,WM 8000 GALLON STEP TANK Pou= 351.10 CONTRACTOR PoM= 351.10 CONTRACTOR 10 VERIFY NTH FINAL TO VERIFY WITH FINAL GRADING rasnmr. 24• 24' RISER TOP OF TANK =347.10 RISER 3Y =2534 GALLONS 4' WORKING 1 IE= 346.10 d,Fl,�y o ,A,E 426 GALLONS a0 OAT ON 2/3 TANK FLOAT OFF cAPaan 5s• =sao cuLaus DETENTION 24' -11• BOTTOM OF TANK = 339.10 REAIOED 1251 f2'k ii OFIDIINI Po901AIED SEE an of YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REa11REMEINS. SEE STANDARD DETAIL BAFFLE WALL ANI[ oRFTa: PER COY ( SEVER GUIDELINE 1/3 TANK cAPAan 30' IRISER k 1251 1'i DFAtlrw 500 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® Nan DOWN STRAP CUP Is 4 HOLD DOWN STRAP LOCATION Q TYPE '13' UFT LUG - SD � TYPE '13• UFT LUG - HD Po111= 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING II II •I 151' TOP VIEW 24• _ADAPTER RING 30' _ADAPTER RING � H 20 u0 H REBaR mfi• oc j3 REBAR 016• oc N . 3 i/2• TAPER 151• TANK WT. APPROIL 19,000 WIS. GRADING 24• 24' RISER TOP OF TANK = 346.96 RISER 32• =2534 GALLONS 4• WORKING 1 IE =345. EMERGENCY STORAGE 426 GALLONS °D \�ItLOAT ON 2/3 TANK FLOAT OFF CAPACITY 56• =5040 GALLONS DETENTION BOTTOM OF TANK =33&96 24' -11• 30• PosER 1/3 TANK CAPACITY BAFFLE WALL ORIFICE PER ( SEWER GUla1 RWIIIOD 12i 145E 71 880 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 11- 4 HOLD DOWN STRAP LOCATION Q TYPE •13• LFT LUG - SD / TYPE •13' LIFT LUG - HD SEE an OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. 3 PER TANK) SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING 7 -14 FOR FLOAT SETTINGS SEE an OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BKINBE AND PUMP SYSTEM. 109 ONS 8000 GALLON STEP TANK PoN =350.96 CONTRACTOR RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRAVING MANHOLE PoNG AND COVER (TYP OF 3 PER TANK) SEE an 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 GALL ONS SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER (TYP OF N M Z U Z 2 � Y m —T: T-1 v ,n H AR E 2182 CARRIAGE atP/E, BLDG. H. OLYMPb16 WASHINGTON 88502 P: 880J52 4185 F: 384d52 4 588 N J W Lu W W W N W J 0 � � N YV> W W v L GE NH AT FILL 4JlE F IOL T.NE MRKpRY IVRIL CWB R 1� FOR CONSTRUCTION 10B N. 1290-01 pUMBNC FllE N. B 1290-01- 1lT-06. Devel mM SCtviCGN EngineN / ORJ,AMG N. UT -0 6 APP VAL EXPIRES: sIKET "« 16 ,,. 16 Day CpmyxMpe Mn!IgLN I'B 45W Doi I -e'S boee Bp -165 65 fA-GZ O.ilainv cox •Mn'mY� $lnJp1J'pl gxrgn NEergounE f*ecaa: [o•nele 'rvG w^xl ./ was MPm:I M MbIITO Wpmr Poor To SPor. -Vp DI Sxbm Supply t "`ptal NI P,pbq A 5o,ndbq 1!x tly, Bucv woLn sMll Be GarNee By 93 T17N1 SIDE VIEW 3000 GALLON TYP. STEP /PUMP TANK NOT TO SCALE STEP TANK VOLUMES DETENTION VOLUME: Sao GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALL R2E,WM 8000 GALLON STEP TANK Pou= 351.10 CONTRACTOR PoM= 351.10 CONTRACTOR 10 VERIFY NTH FINAL TO VERIFY WITH FINAL GRADING rasnmr. 24• 24' RISER TOP OF TANK =347.10 RISER 3Y =2534 GALLONS 4' WORKING 1 IE= 346.10 d,Fl,�y o ,A,E 426 GALLONS a0 OAT ON 2/3 TANK FLOAT OFF cAPaan 5s• =sao cuLaus DETENTION 24' -11• BOTTOM OF TANK = 339.10 REAIOED 1251 f2'k ii OFIDIINI Po901AIED SEE an of YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REa11REMEINS. SEE STANDARD DETAIL BAFFLE WALL ANI[ oRFTa: PER COY ( SEVER GUIDELINE 1/3 TANK cAPAan 30' IRISER k 1251 1'i DFAtlrw 500 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® Nan DOWN STRAP CUP Is 4 HOLD DOWN STRAP LOCATION Q TYPE '13' UFT LUG - SD � TYPE '13• UFT LUG - HD Po111= 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING II II •I 151' TOP VIEW 24• _ADAPTER RING 30' _ADAPTER RING � H 20 u0 H REBaR mfi• oc j3 REBAR 016• oc N . 3 i/2• TAPER 151• TANK WT. APPROIL 19,000 WIS. GRADING 24• 24' RISER TOP OF TANK = 346.96 RISER 32• =2534 GALLONS 4• WORKING 1 IE =345. EMERGENCY STORAGE 426 GALLONS °D \�ItLOAT ON 2/3 TANK FLOAT OFF CAPACITY 56• =5040 GALLONS DETENTION BOTTOM OF TANK =33&96 24' -11• 30• PosER 1/3 TANK CAPACITY BAFFLE WALL ORIFICE PER ( SEWER GUla1 RWIIIOD 12i 145E 71 880 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 11- 4 HOLD DOWN STRAP LOCATION Q TYPE •13• LFT LUG - SD / TYPE •13' LIFT LUG - HD SEE an OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. 3 PER TANK) SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING 7 -14 FOR FLOAT SETTINGS SEE an OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BKINBE AND PUMP SYSTEM. 109 ONS 8000 GALLON STEP TANK PoN =350.96 CONTRACTOR RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRAVING MANHOLE PoNG AND COVER (TYP OF 3 PER TANK) SEE an 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 GALL ONS SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER (TYP OF N M Z U Z 2 � Y m —T: T-1 v ,n H AR E 2182 CARRIAGE atP/E, BLDG. H. OLYMPb16 WASHINGTON 88502 P: 880J52 4185 F: 384d52 4 588 N J W Lu W W W N W J 0 � � N YV> W W v L GE NH AT FILL 4JlE F IOL T.NE MRKpRY IVRIL CWB R 1� FOR CONSTRUCTION 10B N. 1290-01 pUMBNC FllE N. B 1290-01- 1lT-06. Devel mM SCtviCGN EngineN / ORJ,AMG N. UT -0 6 APP VAL EXPIRES: sIKET "« 16 ,,. 16 GarNee By 93 T17N1 SIDE VIEW 3000 GALLON TYP. STEP /PUMP TANK NOT TO SCALE STEP TANK VOLUMES DETENTION VOLUME: Sao GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALL R2E,WM 8000 GALLON STEP TANK Pou= 351.10 CONTRACTOR PoM= 351.10 CONTRACTOR 10 VERIFY NTH FINAL TO VERIFY WITH FINAL GRADING rasnmr. 24• 24' RISER TOP OF TANK =347.10 RISER 3Y =2534 GALLONS 4' WORKING 1 IE= 346.10 d,Fl,�y o ,A,E 426 GALLONS a0 OAT ON 2/3 TANK FLOAT OFF cAPaan 5s• =sao cuLaus DETENTION 24' -11• BOTTOM OF TANK = 339.10 REAIOED 1251 f2'k ii OFIDIINI Po901AIED SEE an of YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REa11REMEINS. SEE STANDARD DETAIL BAFFLE WALL ANI[ oRFTa: PER COY ( SEVER GUIDELINE 1/3 TANK cAPAan 30' IRISER k 1251 1'i DFAtlrw 500 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® Nan DOWN STRAP CUP Is 4 HOLD DOWN STRAP LOCATION Q TYPE '13' UFT LUG - SD � TYPE '13• UFT LUG - HD Po111= 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING II II •I 151' TOP VIEW 24• _ADAPTER RING 30' _ADAPTER RING � H 20 u0 H REBaR mfi• oc j3 REBAR 016• oc N . 3 i/2• TAPER 151• TANK WT. APPROIL 19,000 WIS. GRADING 24• 24' RISER TOP OF TANK = 346.96 RISER 32• =2534 GALLONS 4• WORKING 1 IE =345. EMERGENCY STORAGE 426 GALLONS °D \�ItLOAT ON 2/3 TANK FLOAT OFF CAPACITY 56• =5040 GALLONS DETENTION BOTTOM OF TANK =33&96 24' -11• 30• PosER 1/3 TANK CAPACITY BAFFLE WALL ORIFICE PER ( SEWER GUla1 RWIIIOD 12i 145E 71 880 SF RETAIL BLDG STEP SYSTEM_ NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 11- 4 HOLD DOWN STRAP LOCATION Q TYPE •13• LFT LUG - SD / TYPE •13' LIFT LUG - HD SEE an OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. 3 PER TANK) SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING 7 -14 FOR FLOAT SETTINGS SEE an OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BKINBE AND PUMP SYSTEM. 109 ONS 8000 GALLON STEP TANK PoN =350.96 CONTRACTOR RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRAVING MANHOLE PoNG AND COVER (TYP OF 3 PER TANK) SEE an 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 GALL ONS SEE an OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER (TYP OF N M Z U Z 2 � Y m —T: T-1 v ,n H AR E 2182 CARRIAGE atP/E, BLDG. H. OLYMPb16 WASHINGTON 88502 P: 880J52 4185 F: 384d52 4 588 N J W Lu W W W N W J 0 � � N YV> W W v L GE NH AT FILL 4JlE F IOL T.NE MRKpRY IVRIL CWB R 1� FOR CONSTRUCTION 10B N. 1290-01 pUMBNC FllE N. B 1290-01- 1lT-06. Devel mM SCtviCGN EngineN / ORJ,AMG N. UT -0 6 APP VAL EXPIRES: sIKET "« 16 ,,. 16 588 N J W Lu W W W N W J 0 � � N YV> W W v L GE NH AT FILL 4JlE F IOL T.NE MRKpRY IVRIL CWB R 1� FOR CONSTRUCTION 10B N. 1290-01 pUMBNC FllE N. B 1290-01- 1lT-06. Devel mM SCtviCGN EngineN / ORJ,AMG N. UT -0 6 APP VAL EXPIRES: sIKET "« 16 ,,. 16 30' 0 30' 60' SCALE; 1' --w Scale FEET I SEC 29, T 17 N, R 2 E, WM LEGEND: o—O PROPOSED SINGLE MOUNTED ILLUMINATION POLE 0-0-0 PROPOSED DOUBLE MOUNTED ILLUMINATION POLE O PROPOSED BOLLARD LIGHTING ® FIBERGLASS JUNCTION BOX CONDUIT CONSTRUCTION NOTE CONSTRUCTION NOTES: Lt 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-DOX LOCATIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL ADJUST LOCATIONS AS NECESSARY TO PREVENT CONFLICTS NTH OTHER UTILITIES WIRING SCHEDULE RUN CONDUIT SIZE* NRE /CABLE REMARKS /2 ANC � ANG je AWG #8 p 1 1 1 A 2 1 ILLUMINATION 20' {7JI<s:9;XU: 111&. of: q:i0 &*117CI ;I aD10iIDI:II LIGHTING SCHEDULE LIGHT STD NO. CIRCUIT NO. SERVICE NO. FIXTURE TYPE POLE TYPE POLE HEIGHT TENON TYPE NORTHING FASTING BASE STYLE 1 A 1 KSF3- 100W -MH SP 20' N/A 1 590692.95 1118901143 FlI0 2 A 1 KSF3- 100W -MH SP 20' W N A 590611.20 1118906.19 FIXED 3 A 1 KSF3- 1OOW -MH SP 20' 6 N A 1119052.66 FIXED 4 A 1 KSF3- 1ODW -MH SP 20' N A C 1119141.13 FIXED 5 A 1 KSF3- 100W -MH SP 20' N A M5906W-70 1118805.26 FIXED 6 A 1 KSF3- 100W -MH 5P 20' N A 1118904.33 FIXED 7 A 1 KSF3- IODW -MH SP 20' N A 111890231 FlIOD YELM AVENUE (STATE ROUTE 5 7) CALL BEFORE YOU DIG TIE 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. .-I NIMI aIv� 2102 CARRIAGE DRIVE, BLDG. N, OLYMPL46 WASxNGTON 99502 P: 790352 -1199 F: 790J02 -1009 W N M Z SAW GIB60N ORANN er. C Z O K Z d Y Z Z I— cr.N Z X23 U N [S U d Y a- J W J 9 0 m d m 6 m ¢ C ¢ ¢ K .-I NIMI aIv� 2102 CARRIAGE DRIVE, BLDG. N, OLYMPL46 WASxNGTON 99502 P: 790352 -1199 F: 790J02 -1009 BASIS OF BEARING 2--ev N 0137'11' E FOR THE NEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN I ' DE M AT RILL � THURSTON COUNTY PUNISHED MONUMENTS 788 F WL ssu AL9eDR0.r AND GPS2 W JIM GIBSON Z SAW GIB60N ORANN er. C Z O K IL Q O 2VZ I— cr.N Z X23 U)VW Y a- J W w 0 BASIS OF BEARING 2--ev N 0137'11' E FOR THE NEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN I ' DE M AT RILL � THURSTON COUNTY PUNISHED MONUMENTS 788 F WL ssu AL9eDR0.r AND GPS2 ACT fl+GR/ARGN+ JIM GIBSON WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (HAD 83/91) SAW GIB60N ORANN er. VERTICAL DATUM NAw BB 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 APRIL 2009 VID FOR CONSTRUCTION 'pB "" 1290 -01 DRAWNG na Na Y. Date: �/ U 1290-01-8 -01 D opmem Smvim Enginm _ GRANNCN. v , IL -01 APP VAL EXPIRES: Ot 3 17 K 18 A s y� K U s s A I R� 90 o� FEATURES & SPECIRCATDNS NNlR- Y1rr�FrF4.rri1i.1 r WIN wx eeIMIrMIR - rW{ Ar +4k .r:w xeWxx RwY\ fi..i r wr.y. xr r FII•kY rx1M.lrxA NIrA rxFx rr rx rk rr sw. �. IWI r r.l.r iiN ky Ile r xirr4lM wlrr P.I. 411A xrr Ywxr. YFxktlrrl r krNl R11rY r ri kx.: xxramr rF x:4111h rr•.{.urrrrxl r.ka d rY w i Rr d xdr 0Ar 7rIrY r rte 1R1 -14d4 i:k :rr Yix eR r14.r Ixr1IrF �, !r 11e111Yk.d 1rn elr.ir M \W RIB- RA1ws tit xrrlxl rwrw xrY x� rrir urllxh r.erN r0 The M 1pr IN bk d :e L Tile ll.n 1amr tx•rwe xlrYlr Th. IN Pxr:L ih1 IYw111Yer. Th1 Y Y1x..Prr:eO rx:.W •:i.:YlrrrrYt rYi10111x riArnNryrYL d x,w,l rir. 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F3 Arm- Mounted Rectilinear Cutdf Lighting "real � aewrY„I�1i _ M$F31M UR9 ISF911RONR4 RSFI1MOMINS W T•tli a •MIa2 TM a 9 m Tw as BM0M11 wxwixlVAi aNYfiNPi ir1YwNNx1 � N M J J J J J• J J i J A J• J .1 J I A!• u i F w w w pp• f X66111 i I 3 HNy � ZE lZZy Ia • • L t G � • � U � � 3 sl E■ 1 ii Me i Ib �� tl l 61 Y t t i• t •• B l t• 4 i t • i• t a s• a ie U m WNIxrYAY mi•rr� rYlir•r4xa > > > > > wax MIL ra ~+r+IWt W xirrl,YVM IYNxll� la~il� Ali Wi z K ¢ K ¢ 11i ii,Y4r Tw orr i e 1009 114-11111 RSF3140aSR6a Trl s mil1i Test. a N M V N •MlI1M Tam a• YMO01 • J J`�; PAi t J 3•.��/i. .j J J •INIA AIMA j .10 l ' ° H • ; ; i I r Y t v � u •� u a � EL u • u 1 ■■ az • 2102 CARRIAGE DRIVE, 4 ea a 0 u a BLDG. B, iiii OLYMPIA, WASHMOTON 98502 IN P:900 -=4400 • ) • • a • • • l ■ ■ • • i • I • 1 A i •• F: 30035&1500 W W W.BNEACARRJ EW ELL.rAM IN r1N.a.4r.lilwer� 1N �W ram Yr irrYl YlAa feaeee�.ikx4xl lsM 7Y��r INy' kPax.,�w4Y.Mw,llr ra �ry1 •, r.% rrr rr ;r• � Twkld�xiamr1 k01a 11Nm. q Ib j• i.1xo. r.ir1 a; YYRr/14YI11rrrwrlx YN xs•u1 T ��r�YY�rrrrr411.w4.NNr1am1•x:s x4i 1 r -mow rxxYll4. NIIrY Y YY i4 J) ` �Y lrr! r a■ x1rA.r.rr yxw�i� rr. { Y:i a1"' �..�Y4.� Rfs�r. l� �Ixi1�YWY [�J•b1.41Nwr 721.0 MR �, r Mill ArZAwrVAN4 AMW! w°rrrx RA.x•AaPSMt a-a B1r0:11Ixr.r IA.Y. ..M.r °� liter Ir. !,I A.A. Ram PFI. US ORDERING RMORMJRIDN Le" -xe Bir I I lkBkll maMBanwoarSm t"lrerrm.NN Nwm &amIY: SS1 MBC OWS DOB on rI N V1 T. I.0 W otlkwx x -iw rx wkrTl n Blwr W l wrla N Yrr Yxr111.1 hrifOW[!• m Yf B ram lti P4YLL P.W IP I Isl R •rrYN ti siODlflq r p nN by PM Irrr.rl. h rc)D Pam R NOW IJ•Iw N •re1S{A r7■YIr1e N Ixr MV x•.w N 11117 I0 Bil Ir�r:w {Y IY11r ill. xP:/ ■! Pr! IOr I' =Orr Irex K *w N Jrr 4001W IN, i�rY• d Illr r 7117 BW iir NY krri IMm. OWI ixr I�.am`Ilrlamkl��Ali�x OYR irr . nAwll�k444rr. 14ANDHOU OIIiNiAT10N ^r4��Y Mllxr Wlwda e xr rY1r Y1YYTxW OIYiIrx pail_ lif rr 77x1477 FlIT�Ix1. Wr ;_,.Iv I FYYYYYr�lYirw;Y1111111•, BN_ Orr . Wwrrrxd d'd'41111i WN_Irr I P e A.irr. rxlNry.:wd.r rlr 7177_.77 •rp4 r•Jrr.. 40•Ir1r M•wM+ rrY. y.Aerrdr.rr4taelR BOY•_ lit I, •rirrOrrdYfiew r1y. oWYr_ JV1r 'i 61Y4r11x:1[1yY•RNrr. BIYR_ ear A r e1.IrxrfxalrNxrllYx tart►. MW_ Prr ''.. Ixar1 r AMYrrx.iY4 wxxorr.xrllxYa Br!_ 1x7 I, wrrrr.r•N I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EASTING 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. SSS S9u� are Straight Steel Poles p 11h00 1 IAIi w M [rx r irAr ow �e! M!•i x6 w W B UTMMiI•R es. Y N = xkNrr li Y MYr �T/prMrwi �ti l .RAr. mllre IR R BTh.Y�r.1 Ttl� RI IOW RYA ram I xwelip W �A:I. k,1 ro l •II! CI 1 wtl.YYr•mR I Trey ;reriNlxl.tll. . W rYJk xalr Y.4 tl •r.'AIRrx.nr A+r. • rrN1.Ix Yixl M a rYYN4Y \YYrlx I rri4rllm.YNYCx�\I. 01�YIYlrlrxxi !'am ..rw1Yl1 W IIr NIr..Yxrwr Tr . yl liry rrArrr.hw I IY.xiy.�.rdH:y x11.14 1�. CAAMMUNAMWOWAr FEATURES i SPECIFICATIONS cNwRr wrrw•.r, w1rK rlrxe:Fitl•r xr rr tlr• r 1 MW . ni . lox M eyx•.1. u.rx rA O:rIN rJP..r.rrr .Wm I 1..wn1 wY. urdy Y xeYw.w rl, r It NI x98.7 Nr.x�i..rw. rr rY wr, r r r. Iww kam Y kr:r/ R.. w,a4 r. a Ar r. rr.. rl� le 4�Ix. o�w� 4 ;1m ~i1�rll�rlYPrir \4717771 x.r itl�. rr.rrwrdbr Y Tx R Ir414 W r Nx,. pd. fries m u4k.P.1gk 74x71 dYri i xYYY rr. W W - o.. r... PW Ie411w 0r. r,rr, a,...\r1• Ir dx e1.I1kY. 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B, iiii OLYMPIA, WASHMOTON 98502 IN P:900 -=4400 • ) • • a • • • l ■ ■ • • i • I • 1 A i •• F: 30035&1500 W W W.BNEACARRJ EW ELL.rAM IN r1N.a.4r.lilwer� 1N �W ram Yr irrYl YlAa feaeee�.ikx4xl lsM 7Y��r INy' kPax.,�w4Y.Mw,llr ra �ry1 •, r.% rrr rr ;r• � Twkld�xiamr1 k01a 11Nm. q Ib j• i.1xo. r.ir1 a; YYRr/14YI11rrrwrlx YN xs•u1 T ��r�YY�rrrrr411.w4.NNr1am1•x:s x4i 1 r -mow rxxYll4. NIIrY Y YY i4 J) ` �Y lrr! r a■ x1rA.r.rr yxw�i� rr. { Y:i a1"' �..�Y4.� Rfs�r. l� �Ixi1�YWY [�J•b1.41Nwr 721.0 MR �, r Mill ArZAwrVAN4 AMW! w°rrrx RA.x•AaPSMt a-a B1r0:11Ixr.r IA.Y. ..M.r °� liter Ir. !,I A.A. Ram PFI. US ORDERING RMORMJRIDN Le" -xe Bir I I lkBkll maMBanwoarSm t"lrerrm.NN Nwm &amIY: SS1 MBC OWS DOB on rI N V1 T. I.0 W otlkwx x -iw rx wkrTl n Blwr W l wrla N Yrr Yxr111.1 hrifOW[!• m Yf B ram lti P4YLL P.W IP I Isl R •rrYN ti siODlflq r p nN by PM Irrr.rl. h rc)D Pam R NOW IJ•Iw N •re1S{A r7■YIr1e N Ixr MV x•.w N 11117 I0 Bil Ir�r:w {Y IY11r ill. xP:/ ■! Pr! IOr I' =Orr Irex K *w N Jrr 4001W IN, i�rY• d Illr r 7117 BW iir NY krri IMm. OWI ixr I�.am`Ilrlamkl��Ali�x OYR irr . nAwll�k444rr. 14ANDHOU OIIiNiAT10N ^r4��Y Mllxr Wlwda e xr rY1r Y1YYTxW OIYiIrx pail_ lif rr 77x1477 FlIT�Ix1. Wr ;_,.Iv I FYYYYYr�lYirw;Y1111111•, BN_ Orr . Wwrrrxd d'd'41111i WN_Irr I P e A.irr. rxlNry.:wd.r rlr 7177_.77 •rp4 r•Jrr.. 40•Ir1r M•wM+ rrY. y.Aerrdr.rr4taelR BOY•_ lit I, •rirrOrrdYfiew r1y. oWYr_ JV1r 'i 61Y4r11x:1[1yY•RNrr. BIYR_ ear A r e1.IrxrfxalrNxrllYx tart►. MW_ Prr ''.. Ixar1 r AMYrrx.iY4 wxxorr.xrllxYa Br!_ 1x7 I, wrrrr.r•N I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EASTING 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. SSS S9u� are Straight Steel Poles •R M Yr i1oY R 1 p 11h00 1 ©E7'"rNIM3mmO®©0E3® 40 WW IWr If M•!4o ,mho R•BMI r irAr IJrl 11' AYH ARB pJlM ®0 •R M Yr i1oY R 1 p 11h00 1 ! Mri rgllllr VIrM1 r.ir M WrMerll 0 QNmId D..m 40 WW IWr If M•!4o ,mho R•BMI r irAr IJrl 11' AYH ARB pJlM •rrR c,r..:rr • tlxxrrr xiYlr � 417 r. q x117 :r. o4i it r •Old. ili1YY4J�Ax x7jq r4r�111.ei.YY nx.w4ri. Var:rxhr4rrr.r.r}. �4M xgNx ltlxirnr r.rilYwmwr• MIR•1: hkli Ml Nr.tlxh +rrilx� ra �~ w1;:xr yw4YidY. fALd►flAWIMAMWYMW RkreP �� 'ItiiY rlwprd.lyrer,wiri U■mkkvA e rlw warxa4R1 �� txriaw J i FOR CONSTRUCTION H,Y: Date: '1 j 'Q1 u Dew[ meet Servimlingineer �� / APR AL EXPIRES: L CO) J H W 0 Z 0 Z J J W CO) m XQO g(jz W W w FE Lu U)02 YVLLI W W 0 0, W ITM AT ML cu r F ML r ADAe111Y IL -02 Lr.T SCAI1' =30' m Bo E: soda FEET N STONE FIELD FENCE 5 1'0 11 FEET BARBED 4RE FENCE �' I Y4DE IY/ OLD BARB N1RE FENCE 40.1' - , (1112.25' 106TH AVENUE S.E.Wet ----s 5 - - - -- _ — ,.____T_ r-"--W----------- "'- — COMIC, WAIK - 0 - -- la�v HK t: 5 n 1 t - v RETAIL s I BLDG 7,800 SF oil-- CONC. CURB - _� -- _ _'FELMWIFA"IfE gTi 3 _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPOIISIBtE FOR THE LOCATION AND PROTECTION OF ALL COSTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U1111Y LOCATIONS PRIOR TO CW MIC70 BY CALM THE INIDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. rsa ,1 BOTANICAL NAME COMMON NAME SIZE v X O • • • boxwood beauty ° ° D ■ I puronus laurooerasus O ..44.. \P 1 gal :R ^� 3 heather 1 gal 16 8' REBAR W/ CAP• v d rose glow barberry 1 gal 31 a juniperus chinensis 1TH OF LINE 1gal 36 comus kousa chinensis Chinese kousa dogwood 5981 LSA 27195 lEf scar palmatum butterfly japanese maple 5 gal 7 pyrus calleryana ❑ s y Q d •,: western red ceder 5 gal 23 � �% /r S.c.�c('�5 T r.n� 1..,:✓�1 ❑ �I • 3 .}.,r. Nypre 5.e r�/}i}}.2 / d Q # d oaoo a0000 Sir& 's Siva • � 0ao RETAIL w BLDG 3 ;} v a3 ® ,j ■ ��FFFFF ,✓ 3 O W i�® O !t • I � ,, # 3 ■ -_-__ .err:,...'.'.:. ' � ❑ ® ❑® -... I®QM 10 l • i IA 106TH AVENUE S.E.Wet ----s 5 - - - -- _ — ,.____T_ r-"--W----------- "'- — COMIC, WAIK - 0 - -- la�v HK t: 5 n 1 t - v RETAIL s I BLDG 7,800 SF oil-- CONC. CURB - _� -- _ _'FELMWIFA"IfE gTi 3 _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPOIISIBtE FOR THE LOCATION AND PROTECTION OF ALL COSTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U1111Y LOCATIONS PRIOR TO CW MIC70 BY CALM THE INIDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. rsa ,1 :ROUTE; I — -- S. LINE, LOT 5, BLOCK 34, L46CFNNA IRMATFh TRertc SEC 29, T 17 No R 2 E, WM MRE FENCE 12.2' I 509.85' CALC. FURNITURE STORE � '+ i F �,,.,,•...., .. .........� ...... a +t EXISTING ... q, 7.: Y%; s; q".•`'.'..'..-`,�'f',.:A:.,.;.. i^}x.4:; }i + STORMWATER I + + INFILTRATION 0 W ++ POND ® IN ++ + ® ■ SONIHE ■ �� r., EXISTING BLDG P m r ♦t ♦f Y 7�' iI II f1l Sip \E FIELD FENCE 5 TO II FEE1''A;Di YIJ OLD BARD "ARE ENCE S 8814'361 E i (J cavc. cuRe ON - N 01'41'24' E —� —i / on — 9.40' BOTANICAL NAME COMMON NAME SIZE v X O • • • boxwood beauty ° ° D ■ I puronus laurooerasus O ..44.. \P 1 gal 46 ^� floracion Inbremo pdmavero heather 1 gal 16 0 v d rose glow barberry 1 gal 31 a juniperus chinensis old globe juniper 1gal 36 comus kousa chinensis Chinese kousa dogwood 5981 6 lEf scar palmatum butterfly japanese maple 5 gal 7 pyrus calleryana ❑ s y Q d I western red ceder 5 gal 23 � �% /r S.c.�c('�5 T r.n� 1..,:✓�1 ❑ �I .}.,r. Nypre 5.e r�/}i}}.2 / d Q # d Siva • � :ROUTE; I — -- S. LINE, LOT 5, BLOCK 34, L46CFNNA IRMATFh TRertc SEC 29, T 17 No R 2 E, WM MRE FENCE 12.2' I 509.85' CALC. FURNITURE STORE � '+ i F �,,.,,•...., .. .........� ...... a +t EXISTING ... q, 7.: Y%; s; q".•`'.'..'..-`,�'f',.:A:.,.;.. i^}x.4:; }i + STORMWATER I + + INFILTRATION 0 W ++ POND ® IN ++ + ® ■ SONIHE ■ �� r., EXISTING BLDG P m r ♦t ♦f Y 7�' iI II f1l Sip \E FIELD FENCE 5 TO II FEE1''A;Di YIJ OLD BARD "ARE ENCE S 8814'361 E i (J cavc. cuRe ON - N 01'41'24' E —� —i / on — 9.40' Design Standards All Trash Enclosures shall incorporate the architectural features of the primary structures and landscaping to minimize visual impacts of the Enclosure. Trash Enclosures shall meet the height requirements of Table3.x and be constructed of CMIJ, Wood or architectural steel. Gates shall be of similar durable materials and be capable of being secured when shut and at an angle of 135 degrees when open. Enclosure wall shall sit on a minimum 6 inch concrete slab. The slab shall be graded to prevent liquids from entering the City Step Sewer system or on site storm water. The slab shall extend four feet beyond the gate(s). Landscaping shall consist of shrub trees of the Thug Occidentalis Pyramidal variety (or equal) stand 3 to 5 feet tall with spacing at 2.5 feet on center. Type I or II landscaping ground cover as required on adjacent site boundaries shall continue around the enclosure. SCANNED FEB 112010 APPROVED AS 0ieb 7 on fio SCANNED FEB 022010 FEB 0 1 2010 !J BY- --- ---------- --- CONSTRUCTION Date: 3 1 leer '- 77�—'- j LL / Z In g BOTANICAL NAME COMMON NAME SIZE QUANTITY X O raises macrocarpa boxwood beauty 1 gal qg • puronus laurooerasus ottoyken laurel 1 gal 46 ❑ floracion Inbremo pdmavero heather 1 gal 16 0 berberbis thunbergh rose glow barberry 1 gal 31 ® juniperus chinensis old globe juniper 1gal 36 comus kousa chinensis Chinese kousa dogwood 5981 6 lEf scar palmatum butterfly japanese maple 5 gal 7 pyrus calleryana chanticleer pear 6 gal 10 thuja plicate western red ceder 5 gal 23 � �% /r S.c.�c('�5 T r.n� 1..,:✓�1 GrnSi�.4A/ o'thC/ Gf►er1M1d .}.,r. Nypre 5.e r�/}i}}.2 / /�'ie%/x"'�^^ f S /fir //iaa Design Standards All Trash Enclosures shall incorporate the architectural features of the primary structures and landscaping to minimize visual impacts of the Enclosure. Trash Enclosures shall meet the height requirements of Table3.x and be constructed of CMIJ, Wood or architectural steel. Gates shall be of similar durable materials and be capable of being secured when shut and at an angle of 135 degrees when open. Enclosure wall shall sit on a minimum 6 inch concrete slab. The slab shall be graded to prevent liquids from entering the City Step Sewer system or on site storm water. The slab shall extend four feet beyond the gate(s). Landscaping shall consist of shrub trees of the Thug Occidentalis Pyramidal variety (or equal) stand 3 to 5 feet tall with spacing at 2.5 feet on center. Type I or II landscaping ground cover as required on adjacent site boundaries shall continue around the enclosure. SCANNED FEB 112010 APPROVED AS 0ieb 7 on fio SCANNED FEB 022010 FEB 0 1 2010 !J BY- --- ---------- --- CONSTRUCTION Date: 3 1 leer '- 77�—'- j LL / Z In g ° IL X 0 g Z � IL LU C Coll Z Y g W W U LS-01 14.. ff.... 15.