The URL can be used to link to this page

20070404 Signed Civil Plans 032310 (Creek St Commercial)A GENERAL CONSTRUCTION NOTES: 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CITY OF YELM STANDARDS AND MAY INCLUDE REFERENCES TO THE 2006 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATION TYPES, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA AND WISHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS. ANY REQUIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YELM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REQUIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A TWO -YEAR WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 7. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 - 424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. 8. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVE. 9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION 3 (360) 458 -3835. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT Y INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR SHALL PROVIDE ALL FLAGGING, N SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE Z AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES. th 0 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE s CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE HAUL ROADS DUE TO HIS/HER OPERATIONS. THE CONTRACTOR SHALL COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER V) PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK. i Z 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED uj FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO ° CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF 9: 0 THESE AREAS. 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE W o; IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF W WORK BEING PERFORMED BY OTHER CONTRACTORS. 0 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OWNER. CD 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR C4 ORIGINAL 'PRE CONSTRUCTION" STATE OR BETTER. uj rn! K 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE V) MAINTAINED AT ALL TIMES. I= o v a V C_01 1 rarmRr: Yn11 Ills THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N � PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 0 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND & I LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Q Z EXCAVATION. D C SEC 29, T 17 N) R 2 El Wm F CREEK STREET MIXED USE - COMMERCIAL CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND (MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACWRDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL DE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT $HALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK, 4. WHERE NEW ASPHALT JOHNS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL. BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPEC11ON 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. & THE CONTRACTOR/DEVELOPER 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 REVIEW APPROVAL SATISFIES ALL CRITERIA SET FORTH IN SECTION 17.84.020(C) YMC, MEETS ALL REQUIREMENTS OF THE (1) INDUSTRIAL ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF THE YELM MUNICIPAL CODE. THEREFORE, THE SITE PLAN SHOULD BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NON - SIGNIFICANCE ARE HEREBY REFERENCED AND ARE CONSIDERED CONDITIONS OF THIS APPROVAL 2. NO STRUCTURES SHALL BE CONSTRUCTED WITHIN THE 100 YEAR FLOODPLAIN AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAPS AS PUBLISHED. 3. THE APPLICANT SHALL MI 'nGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED DY THE PROJECT. THE TRANSPORTATION FACILITY CHARGE (TFC) IS $1,276 PER NEW PM PEAK( TRIP, GENERATED BY THE PROJECT. ACTUAL COSTS SHALL BE DETERMINED AT BUILDING PERMIT ISSUANCE. 4. STREET FRONTAGE IMPROVEMENTS SHALL BE REQUIRED ON CREEK ROAD NE AND SHALL BE CONSISTENT WITH THE CITY OF YELMS DEVELOPMENT GUIDELINES. 5. THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN EASEMENT BENEFITING THE CITY OF YELM FOR CREEK RESTORATION. 6. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER OF UNITS WHICH WILL FALL WITHIN THIS AREA TO ENSURE DENSITIES IN THIS ENVIRONMENT DO NOT EXCEED TWO DWELLINGS PER ACRE. 7. A MINIMUM OF 10 PERCENT OF THE GROSS AREA OF A MULTI- FAMILY DEVELOPMENT SHALL BE DEDICATED AS USABLE OPEN SPACE. 8. THE APPLICANT WILL BE REQUIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY OF YELM TO ACCESS THE SHORELINE AREA FOR ANY CITY OR STATE SPONSORED PROJECTS THAT MIGHT RESULT IN CREEK AND FLOOD PROTECTION ENHANCEMENT. 9. THE PROPOSED SITE SHALE. CONNECT TO THE CITY'S WATER SYSTEM. THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246 - 290 -490 WAC SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE FOR WATER USAGE WILL BE REQUIRED AS PART OF THE CIVIL PLAN SUBMISSION. 10. THE PROPOSED SITE SHALL CONNECT TO THE CITY'S STEP SEWER SERVICE. THE CONNECTION FEE WILL BE BASED ON WATER USAGE CALCULATIONS AND ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCI~, 11. ANY EXISTING WELLS AND ON -SITE SEWAGE DISPOSAL SYSTEMS SHALL BE ABANDONED PURSUANT TO APPLICABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH REGULATIONS. EVIDENCE DIAT ALL WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED PRIOR TO APPROVAL OF CIVIL ENGINEERING PLANS. 100' 0 100' 200' SCALE: 1 " =100' Scale FEET N r. 12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STORMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (BMP'S) ARE REQUIRED DURING CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS ARE REQUIRED FOR STORMWATER FACILITIES. THE FINAL STORMWATER SYSTEM SHALL BE HELD IN COMMON BY THE CONDOMINIUM ASSOCIATION AND THE AGREEMENT SHALL INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES AGAINST INDIVIDUAL LOTS FOR THE MAINTENANCE AND REPAIR OF THE STORMWATER FACILITIES. ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH DWELLING UTILIZING INDIVIDUAL DRYWELLS. 13. PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF YELM DEVELOPMENT GUIDELINE STANDARDS. BASED ON THE PROPOSED 164 UNITS, APPROXIMATELY 328 PARKING STALLS ARE REQUIRED. FOR THE PROPOSED 45,540 SQUARE FEET OF RETAIL /COMMERCIAL DEVELOPMENT, APPROXIMATELY 183 PARKING SPACES WOULD BE REQUIRED. 14. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED ON SITE AND DEPOSITED BETWEEN COLLECTIONS. WHEN SERVICE AREAS ARE VISIBLE FROM THE SIDEWALK OR ADJACENT PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCREENING WALL AND LANDSCAPING. DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE. SCREENING SHALL BE OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE CONTAINER, AND MUST BE AT LEAST SIX -FEET IN HEIGHT. THE LOCATION AND ACCESS TO ALL REFUSE ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL 15. FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED BY THE CITY OF YELM, AND MAY INCLUDE FDC'S, FIRE HYDRANTS, AND /OR FIRE LANES. FIRE IMPACT FEE PURSUANT TO SECTION 15.40.020 (B)(6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM. 16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REQUIRED LANDSCAPING: A. ALL REQUIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD OF GRASS. B. TYPE II LANDSCAPING IS REQUIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER OF THE SITE. TYPE II LANDSCAPING IS NOT REQUIRED ON THE EAST PROPERTY LINE WHICH FALLS WITHIN THE SHORELINE JURISDICTION AREA. THE SHORELINE JURISDICTION AREA IS TO REMAIN IN ITS NATURAL STATE. C. TYPE III LANDSCAPING IS REQUIRED ALONG STREET FRONTAGE OF CREEK ROAD NE. D. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PARKING AREAS. E. TYPE V LANDSCAPING IS REQUIRED FOR ABOVE GROUND STORMWATER FACILITIES. F. A FINAL DETAILED LANDSCAPE PLAN IS REQUIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL 17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM. C. THE SITE PLAN IS VALID FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST THE SITE PLAN IS VALID FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL IF YOU NEED ADDITIONAL INFORMATION OR ASSISTANCE, PLEASE CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835. OWNER/APPLICANT: PARCEL 64303400501 do 64303400502 OWNER: RICK CHRISTENSEN 11915 CLEAR LAKE RD. S EATONVILLE, WA 98328 SITE ADDRESS: 10602 106th AVE. SE YELM, WA 98597 CONSULTANTS: CIVIL SHEA, CARR & JEWELL INC.. 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 FX: (360) 352 -1509 CONTACT: JIM E. GIBSON, PE GOVERNING AGENCIES: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 SURVEYOR: PRIZM SURVEYING, INC.: PO BOX 110700 TACOMA, WASHINGTON 96411 PH: (253) 404 -0983 ZONING: C -2 in bill I■kwr _T.� Jt1ItK/ ILA I tK: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. NE. OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA 98409 PH: (888) 321 -7779 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES GROUP G S.E. 103RD AVE. PALOUSE AVE. N H PROJECT SITE STATE HWY 507 SE S.E. 110TH AVE VICINITY MAP NOT TO SCALE SHEET /DRAWING INDEX SHT No DWG No DRAWING TITLE 1 CV -01 COVER SHEET 2 SP -01 SITE PLAN 3 EX -01 EXISTING CONDITIONS 4 EC -01 TESC PLAN 5 EC -02 TESC NOTES AND DETAILS 6 CG -01 GRADING PLAN 7 UT -01A UTILITY MAP 8 SD -01 STORMWATER PLAN 9 SD -02 STORMWATER, GRADING AND PAVING NOTES & DETAILS 10 SD -03 STORMWATER, GRADING AND PAVING DETAILS 11 UT -01 WATER PLAN 12 UT -02 SEWER PLAN 13 UT -03 WATER AND SEWER NOTES & DETAILS 14 UT -04 WATER DETAILS 15 UT -05 WATER AND SEWER DETAILS 16 UT -06 SEWER DETAILS 17 IL -01 ILLUMINATION PLAN 18 IL -02 ILLUMINATION DETAILS LS -01 LANDSCAPE PLAN (SUBMITTED SEPARATELY BY OWNER) IR -01 IRRIGATION PLAN (SUBMITTED BY SEPARATELY OWNER) R�2,�7 / "T v%C `) / (, S L` �" L z- S `1 ?L� ( y^,Z %Z t . f BASIS OF BEARING: N U1bT11- E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM: NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. LEGAL DESCRIPTION: LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; IN THURSTON COUNTY, WASHINGTON. i PRO OR CONSTRUCTION Date: -042 / u Develop ent Services Engineer 1 VAL EXPIRES: C.DI- I -I�I� w", y; 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM W LIj U) Lu O V W 0 �JO _ate (� Z FE WWU) Y0>_ Lu W GC U vPr�v\N OF WAS P s o 2 Z ir o R 42010 p FGISTE�� G� SjONAL e' ONE NIGH AT FULL SCALE IF NOT, SCALE ACCOFACLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 100'-0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No 1290-01 DRAWANG FILE No: 1290 -01 -CV -01 DRAYWNG No: CV -01 SHEET No: 18 o' oO N r7 Z 0 6 ``' C3 Z Z W 0 �2 H � U Z a Z Z ui :m Y U U U N b C U U U U I Of o Of Of m V) m m a m m W W W W W W w", y; 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 -352 -1465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM W LIj U) Lu O V W 0 �JO _ate (� Z FE WWU) Y0>_ Lu W GC U vPr�v\N OF WAS P s o 2 Z ir o R 42010 p FGISTE�� G� SjONAL e' ONE NIGH AT FULL SCALE IF NOT, SCALE ACCOFACLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 100'-0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No 1290-01 DRAWANG FILE No: 1290 -01 -CV -01 DRAYWNG No: CV -01 SHEET No: 18 A 30' 0 30' 60' SCALE. 1"=30' Scale FEET N T N: 590759.94 E: 1118760.41 4t�.2 N 88'23'51" W I FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 I 1CONCRETE SIDEV (TYP) SEE SHT SD -03 DETAIL I C I .vv I I r�rGIrVC J.C. N c N 12'x14' REFUSE AREA FOR 15' RETAIL BLDG. SEE SEPARATE ARCH. PLANS FOR DETAILS. THE REFUSE AREAS MUST MEET C.O.Y. DESIGN GUIDELINES. E3 a Zn 0 I 0 N s CONCRETE SIDEWALK (TYP) Z SEE SHT SD -03 FOR DETAIL Co I 7 Li 20' C i W 15' a 0 J u ' o N: 590320.28 a _ — E: 1118745.41 w— — — — — — — — — — O w — — — — —S 8 U o — — 0 0 rn L N o� �W 0)W _Cn I E o00 U C6 Fr CALL BEFORE YOU DIG Cq �o THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND W PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND - ° —a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Q Z EXCAVATION. C 7 E SEC 29, T 17 N, R 2 El WM 12'x26' REFUSE AREA FOR RETAIL /FURNITURE BLDGS. SEE SEPARATE ARCH. PLANS FOR DETAILS. THE RUFUSE AREAS MUST MEET C.O.Y. DESIGN GUIDELINES (1112.25' PLAT) .03' CALC. F G N: 590742.88 E: 1119370.02 ASPHALT CONCRETE SITE DATA: OWNER: RICK CHRISTENSEN 11915 CLEAR LAKE RD S EATONVILLE, WA 98328 M 360- 458 -3602 SITE ADDRESS: 10602 106TH AVE SE YELM, WA 98597 PARCEL NUMBER(S): 64303400501 - 64303400502 ZONING C -2 UTILITY SERVICES: W WATER SERVICE CITY OF YELM SEWER SERVICE CITY OF YELM STORMWATER PRIVATE ON -SITE ELECTRICAL POWER PSE NATURAL GAS PSE TELEPHONE FAIRPOINT COMMUNICATIONS TOTAL SITE AREA: 6.12 ACRES NEW DEVELOPMENT AREA 2.52 ACRES EXISTING DEVELOPMENT 1.17 ACRES EXISTING RIGHT OF WAY 0.63 ACRES (106TH AVE SE TO BE DEDICATED TO CITY) CRITICAL AREAS 1.80 ACRES PARKING REQUIREMENTS: 1 STALL PER 250 SF FOR RETAIL 1 STALL PER 400 SF FOR FURNITURE NO STALLS REQ FOR STORAGE AREA INSIDE FURNITURE STORE TOTAL PARKING STALLS PROVIDED 176 TOTAL PARKING STALLS REQ. 172 10,500 SF COMMERCIAL BLDG PARKING STALLS PROVIDED 27 PARKING STALLS REQUIRED 42 7,800 SF COMMERCIAL BLDG PARKING STALLS PROVIDED 33 PARKING STALLS REQUIRED 31 21,600 SF FURNITURE STORE PARKING STALLS PROVIDED 68 PARKING STALLS REQUIRED 54 11,140 SF EXISTING RETAIL BLDG PARKING STALLS PROVIDED 48 PARKING STALLS REQUIRED 45 BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 D,FOR CONSTRUCTION B Date: S 22 Develop t Services Engineer RO AL EXPIRES: 2 3z =1 � I "I�I!I rl! ©�IK!E G Z Z Q Q a 00 Q Z J > W Q H a U) V) �JO Paz V WWI cf)0� ��>_ W w V EDWARD F wa 4P kp Q . 2 p � _ Z Ce o <v AN 42010 FGI STEa�cO �1 SIGNAL V %3 ONE NCH AT FULL SCALE F NOT. SCALE ACCORDIaY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY- LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No- 1290-01 [DRAWING FILE No: 290 -01- SP -01.dwa SP -01 SHEET No: 2 , 18 N M Z O O W FN- W H U U U tz LLj U N U U CD J a m m m m w it it Of w ©�IK!E G Z Z Q Q a 00 Q Z J > W Q H a U) V) �JO Paz V WWI cf)0� ��>_ W w V EDWARD F wa 4P kp Q . 2 p � _ Z Ce o <v AN 42010 FGI STEa�cO �1 SIGNAL V %3 ONE NCH AT FULL SCALE F NOT. SCALE ACCORDIaY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY- LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No- 1290-01 [DRAWING FILE No: 290 -01- SP -01.dwa SP -01 SHEET No: 2 , 18 A 30' 30' 60' SCALE: 1"=30' Scale FEET (IN 1 =7 X BARBED WIRE FENCE X 350, 40.2' X X X N 88'23'51" W _ 4 0 I 8 \ 1 FND 5/8" REBAR W/ CAP —� 0.1' SOUTH OF LINE R.SWIFT LS# 27195 I I I 9/18/07 I I I I o I o -4-� �� ! CD C0 ®m o Q oQ CD z o z ro rl-)o o o 0 co coo _Y ' _Y 7- CD I J Q 0 ; `t a CD CD a r•] U � 4 � I z / STORM CATCH BASIN RIM = 350.00 :-'F ai I.E. = 347.99, 10 "CONC. (N)I o r-) I.E. = 348.13, 8 "CONC. (S) N � I V CONC. WALK 9 E SEC 29, T 17 N1 R 2 Ell Wm STONE FIELD FENCE 5 TO 11 FEET 64303400400 WIDE W/ OLD BARB WIRE FENCE \ YELM CREEK APARTMENTS I--, LLc k (111225'- PLAT) _- \� - - -- -_ 1112.03' CALC. X ) -- - -- x - o l X X — X -- -------_ X A.P.N, 64303400501 -S --- - -s - -- - - -- -S - - -� S - - - - - -5 ---- S-- - -S - -- - - W----- W----- W ----- W - - - -- __ - - - - -- - - -- W--- - -W - -- / wV N 88'23'51" W STORM ( RIM = 3 I.E. = 3- I.E. = 3, I.E. = 3, \ / � ^� -- IL AUJ / r' o STORM CATCH BAST �- RIM = 350.06 �,jj W STORM CULVER � LE. = 348.04, 8 "GONG. (N) � ' STORM CATCH BASIN I.E. = 348.11, 10 "LP. (W) t2 347.22, �l ) ; RIM = 348.84 \ \ O Ln W O `\ \ C) z \ I 0 = LOT 5 \ \ T_ \\ 8. N � °� � `° ° I \ Z � \ N W 0 U Z I s Ld Q � i 354 ---_ Z \ W CL Ld LLJ J I - - -- - - -- / S 88'23'49" E - - —�y'wV OH - H _ - -- - - -- �__— CONC. CURB < ° \� - YELM AVENUE (STATE ROUTE 5_07) ° STORM CATCH BASIN -- c RIM = 353.06 / STORM CATCH BASIN LIE. 350.71, 2 "ADS (N} w _ RIM = 350.39 Cn I.E. = 350.$1, 12 "ADS (W) _ LE. = 347.88, 12 "PLAS. (NW) ,_ - E L U o 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 N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND ° LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Q Z EXCAVATION. F j 1 � X - - BARBED WIRE FENCE I -� X -- - - - --- X J� 12.2' _ X __ X - - -__ t �_� X — 609.85' CALC. (610.13' PER R.O.S. 35q. ftRln1 LE. = 346.88, 12 "I.P. (NW) I.E. _ L-j - -- ' - ' m 346.79, 12 "PLAS. (SE) STORM CATCH BASIN \ RIM = 348.51 LE. = 346.60, 12 "PLAS. (NW) LE. _ / I 1 346.65, 12 "PL AS. (S) ° STORM CATCH BASIN RIM = 349.14 / �LE. = 347.21, 12 "PLAS. (N) I.E. _ 1 I 347.27, 12 "PLAS. (S) j CD VV I I -• T _ ' ® W STORM CATCH BASIN RIM = 349.44 I.E. = 347.62 12 "PLAS. (N) � I1/ LJ I 1 � I i , Ix1 �wv i4 `l I. x1 X - - -, STONE f�ID FENCE 5 TO 11 FEET WIDE W/ OLD BARB WIRE FTCE ! � l r i 1 W j W m / / / i 1 / / THE 100 YEAR FLOOD P I IS SHOWN BASED ON THE/ A MAP ELEVATION OF 342. ,'1HE CONSTRUCTION PLAN DATUM IS NGVD AND IS THEREFORE 3.4 ? / /GREA IR THAN FEMA MAP. THEREFORE TH FLOOD PLAIN ELEVATION SHOWN IS 4542. / W f I z O WJ0 w l% z z / WWI V z _ OO V♦ i X W W I w / N M � i4 `l I. x1 X - - -, STONE f�ID FENCE 5 TO 11 FEET WIDE W/ OLD BARB WIRE FTCE ! � l r i 1 W j W m / / / i 1 / / THE 100 YEAR FLOOD P I IS SHOWN BASED ON THE/ A MAP ELEVATION OF 342. ,'1HE CONSTRUCTION PLAN DATUM IS NGVD AND IS THEREFORE 3.4 ? / /GREA IR THAN FEMA MAP. THEREFORE TH FLOOD PLAIN ELEVATION SHOWN IS 4542. / S 88`18'36 "' E ' 216.58' /` dR' 395.94' — - _- _- --` -___j 6 `X ` 346 a�..r am - at!r- / - - - -- - -- � --�.�� - -- - - -- - 48 N 01'41'24"E--7 - _ - — - ---. - -- - 9 -40 i S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS CENTERLINE PER W. S.D.O.. ' MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA PA-S. Nei / / i / / / i C) r� RI v A 7 =L b- 0 0 0 0 LO LO G- OH- -- - - - - - -- - i / / / / / / / / i� / / 4" �gy <r. L I BASIS OF BEARING N 01'57'11` E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 D, FOR CONSTRUCTION W: Date: Develo ent Services Engineer APPPR AL EXPIRES: � ZL CD, 4 I ° I \I -I r- W //�/ V♦ z O WJ0 w / z z / WWI V z _ OO V♦ i X W W W w / N S 88`18'36 "' E ' 216.58' /` dR' 395.94' — - _- _- --` -___j 6 `X ` 346 a�..r am - at!r- / - - - -- - -- � --�.�� - -- - - -- - 48 N 01'41'24"E--7 - _ - — - ---. - -- - 9 -40 i S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS CENTERLINE PER W. S.D.O.. ' MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA PA-S. Nei / / i / / / i C) r� RI v A 7 =L b- 0 0 0 0 LO LO G- OH- -- - - - - - -- - i / / / / / / / / i� / / 4" �gy <r. L I BASIS OF BEARING N 01'57'11` E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 D, FOR CONSTRUCTION W: Date: Develo ent Services Engineer APPPR AL EXPIRES: � ZL CD, 4 I ° I \I -I r- 00© ©0© W //�/ V♦ z O WJ0 w z z O WWI V z _ OO V♦ i X W W W w N M � z W O H H U w w w O V O O U m U U ~ U U U O J °° w ,n w cmn w Cl m 13- Cl m W w w w w w Of 00© ©0© pp'�DNN 4Gr F, OF WAS ` Q to O .•1 � 2 Z T 420 FGs TE v� SIGNAL E� f�� lb ONE M AT FULL SCALE IF NOT, SCALE ACCORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY. JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- EX -01.dwo EX -01 SHEET No: 3 rc 18 W //�/ V♦ z O WJ0 X < 14 z z O WWI V z _ �0 uj V♦ i X W W W w V pp'�DNN 4Gr F, OF WAS ` Q to O .•1 � 2 Z T 420 FGs TE v� SIGNAL E� f�� lb ONE M AT FULL SCALE IF NOT, SCALE ACCORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY. JIM GIBSON HORIZONTAL SCALE: 1"= 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- EX -01.dwo EX -01 SHEET No: 3 rc 18 U W 1 C I 0 N I_1 30' 0 30' 60' SCALE: 1"=30' i Scale FEET 1:3 C 197 E SEC 29, T 17 N, R 2 El WM F N U CALL BEFORE YOU DIG d' o THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N W PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND CD LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY a z EXCAVATION. G f:l CD I CD I CD IC-DICD o � o 0 0 LEGEND: STABILIZED CONSTRUCTION ENTRANCE INLET SEDIMENT PROTECTION N z 0 0 C j F� W O C> SEDIMENT TRAP Y 00 U U U —�—C1— SILT FENCE m N U U U —�E CLEARING LIMITS 6 a o m of a- m m m m s W W W W w W SAWCUT Of cr m Of NOTES: H 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP VIA OAR INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. ELL 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON 2102 CARRIAGE DRIVE, FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS BLDG. H, OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE OLYMPIA, WASHINGTON 98502 EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO P:360- 3524465 PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF WWW.SHEA 09 W W W.SHEACARRJEWELL.COM THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION & SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 R FOR CONSTRUCTION 7: Date:. Develo ent Services Engineer APPRO AL EXPIRES: 1'� 2 3Zzq- z Q J IL v W I` W U) �JO _QP �Vz WWI 1— � cf)p� Y�Lu W W w V �pW A R NCO OF WAS Q O O 2 Z -v o! O 'n 42010 FGISTf- TONAL * �1 ONE NCH AT RILL SCALE IF NOT, SCALE ACMM14MY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- EC -01.dwa EC -01 SHEET No: 4 w 18 A I B EROSION CONTROL NOTES: SILT FENCE: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRIANGULAR SEDIMENT FILTER DIKES: 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 2. ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT RINGS. 3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES. 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE GEOTEXTILE FABRIC MAY BE USED AS FILTER MATERIAL THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND ONE -HALF (4.5) OUNCES PER SQUARE YARD, MUWN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT 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 COMBINA11ONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 -TO 3 -INCH GRAVEL 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 0 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 W INCHES OVER THE EN11RE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 0 N 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND (LEANED OR REPLACED. i Z EROSION CONTROL BLANKETS- CD 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC in MULCH SUCH AS STRAW AND WOOD FIBER. U 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE ,SITE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL uj En 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SW ALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH 0 AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. rn 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK W MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) j TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER N OF THE DAM IS LOWER THAN THE EDGES. I � 2 E U M U CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY a Z EXCAVATION. C IC SEC 29, T 17 NY R 2 El Wm EROSION CONTROL NOTES - cont'd: 3. LOC 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 MAIURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULA11ON AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES: 1. MATERIAL SHALL BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP - DRESSED WITH 1" TO 3" ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF WINE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRWSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL. 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SMALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AIND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SALTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND (LEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OVMERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SATE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS. F INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT oP0 105 // FILTER FABRIC UNDER QUARRY SPALLS PER SPECIFICATIONS THIS SHEET NOTES: 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD HEA REFERENCE: BMP AR STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON/2001 C105 DATE: STABILIZED CONSTRUCTION ENTRANCE 021'1007 GRATE FRAME �1i/////////// GRATE GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS 4 . 4 FILTERED WATER OVERFLOW BYPASS SEDIMENT AND DEBRIS d °a e CROSS SECTION °• a ° NOT TO SCALE ISOMETRIC VIEW NOT TO SCALE SQ Q STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON/2001 I C220 I DATE: I STORM DRAIN INLET PROTECTION w/ CB FILTERS 0212007 G JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED II U BURY BOTTOM OF FILTER MATERIAL IN 4 "X4" MIN TRENCH 6' -0" MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED cc 0 I CV z z -d- =E If 0 I j 4 "0" MIN TRENCH, PROVIDE 3/4" TO 1 -1/2" WASHED ROCK OR NATIVE BACKFILL 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT 'I n P AHEA REFERENCE: BMP RR ' STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON/2001 C233 DATE: I 0212007 SILT FENCE SURFACE AREA DETERMINED AT TOP OF WEIR -�_ 1' MIN. 3.5-5, 1.5' MIN. FLAT BOTTOM 4' MIN. 1' MIN. OVERFLOW 77 0 1' MIN. 3/4" -1.5 "/ RIPRAP WASHED GRAVEL GEOTEXTILE 2 " -4" ROCK DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION 0 AHEA REFERENCE: ARR.. STORMWATER DRAINAGE MANUAL FOR KING COUNTY, WASHINGTON DATE: olrzooa SEDIMENT TRAP D FOR CONSTRUCTION $Y: Date: Z 2..,/ Devel ment Services Engineer J/ ARP VAL EXPIRES: CD CD mm©©m© t/1 W J U) Q w WJO 0 IiJ V Z z Q FE WWI U) LLJ W H �O� Z YVw W W H N M Z F- 0 Fn w � FN- V ° IZ w w CD Or O � Ljj U (/) U U U' J w° w w m U) a m 0- a m s w w w w w N w Of of Of mm©©m© t/1 W J U) Q w WJO 0 XQ� V Z z Q FE WWI U) LLJ W H �O� Z YVw W W H V ZpWARO � of w I s Q �P O O 'n 42010 O FG1 ST V_ I0NAL ONE NCH AT FULL SCALE. IF NOT, SCALE ACOMDN MY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- EC-02.dwo EC -02 SHEET No: 18 5 .,� 1 c� U I C I N A 30' 30' 60' SCALE: 1 " =30' Scale FEET N D L f E SEC 29, T 17 N, R 2 E, WM 352.00 / u 32.00 352.00 �/ 35200 351.78 �s51.90 35200 FURNITURE -� 351.78 351.90 STORE �• HE = 352.00 351.48 351.40 \ 35140 �, -- X X I r ml.zaz�/ 351.29 351.83 1301.24 351.90 r i 351.4 351.90 351.40 I ! ° °.. co• "E7 351.40 351.28 , RETAIL 351. 51.80 44 <: , . I % 51.4 35.74 • , 351 41 3 1.74 1 .19i 9A i BLDG 351.90 351.78 s 351.28 351.24 _ °6' 1 3 1.24 f � ' • FFE = 352.00 0.$oX 351.00 /351.7 r J£a: �1) 351.65 �ol / 351.24 1 351.54 351.00 SD SID -- .. X: SD .90X 0 90X o 0 1 0 �Sf 1 ;i 351 65 351.78 Rj�C f 351 4 1 351.28 351.30 351.30 d 1. 4 35.24 351.80 / 351.40 �jr ' 351.45 I-6" PVC , 51.40 WATER STUB 351.78 /' �^��` /-- 351.00 SD 4 351.28 ; _ y - ` - - _ D ivtESiIC : a so a ..:... .. ..� SEWER 51.20 351.80 �� 351.45 ATE _ CARSO CONC. WALK - _ - DOMESTIC 1.45 106TH AVENUE S.E. ' -- s--- - -s - -- - -- s L.___ 2 �. - __ -wv-- -\ s- --- s---- S- - - - -S- -. . J De- -- --V---W-- - - -W -- v - - - -'�- SD W - - -- W- W� --- W-- - -TW -- -W� - -- W----- W- - - - -W- 8" WAZRLINE V�` - - _ - - - -- - - - -- - - - -- - - - -- - W W- '--- W---- -W - - -~ wV -_ - CONIC. WALK - - \ 352 - - - °� 1" DOMESTf - WER �--- - - - ® - Wt(ER STUB .65 35020 A N MATCH EX . 70 u 349.901 r- .� �t w 1 970 BOx - -- W----- W - - - \ 352.0 351 1.0% r/ s \ 351 S�> 349.48 �\ II \ 15 350.45 348.98 �� J, �� 351.30 \ be v. . 351.50 351.30 31.74 351.2 \ 351.4 351 \ V ui \ 351.74 • 5 \ 351.24 1 ' \ : • � 9.98 qV \ 9.48 U W \ \ 351.90 z0 - \ a 3 \ 351.2 - ! N RETAIL 351.40 351.2 1 s ' BLDG 350.48 Z ' 350.84 FFE = 35?.00 a 349.98 1 z 351.40 J 354 W \ \ �. 351.24 \ iI 351. 351.24 Ld \ a \ CL ° 1.74 350.98 27r � - .- .- ._- .-- _. -_._- 3524 o - - - _ - _ - - - - -- - - - -- 350.48 aJ - MATCH - - - - -1- - - - -- - E.{y4DE • MATCF. / w� Cr Gmid �? CONC. CURB ` s \ \ YELM AVENUE (STATE ROUTE 507 o o t N - -- - �W 2 N I � E U o� CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N uj UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND - ° LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY aZ EXCAVATION. 6" WATERLIN W ��W--- - - - - -- W 349.60+ - �� MATCH.EX n cn , 0 Ll �i Lj cn I , I ' I I` F G 0_50X I\ _LINE I f i i i c� z J Cn a7 z i= cri by Y wV VrTF 350---- - - - - -` BARBED WIRE FENCE X X \- -STONE FILLD FENCE 5 TO 11 -#6- =- _ -_� FFE�rWiDE\lW/ OLD BARB WIRE I _ice - \ ! EXISTING f f ! INFILTRATION i +I POND J { , / W fLJ 1 YELM CREEK FLOOD I I / PLAIN � r \ r I / GRADING LEGEND: PROPOSED CONTOUR xx - - - EXISTING CONTOUR - - - - - -- RIDGE LINE X% % GRADE 350.0 / TOP CURB 349.5 ---_ BOTTOM CURB �- FLOW ARROW SPOT ELEVATION GENERAL GRADING NOTES: 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO ANY CLEARING OR GRADING. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS SHALL BE PERMITTED. THE GRADING /CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 2. THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. so. \. NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF GROUND UNLESS OTHERWISE NOTED. / �1hO. I 9. BASIS OF BEARING li N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. l/ J r` 1 WASHINGTON STATE PLANE COORDINATE SYSTEM - -- -- T SOUTH ZONE (NAD 83/91) / - - -346 i' VERTICAL DATUM NAVD 88 - - 348 ^ OH 11IURSTON COUNTY PUBLISHED BENCHMARK 784A - v -- -- _ - -- -- -- - - - -- - - -- - -- __ _ __ _ _ FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT E.P• FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22 S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 / / i D FOR CONSTRUCTION BY: Date: y 2 1)-,;i evelop nt Services Engineer APPRO AL EXPIRES: _4Z2 3 ' �z �I�I�I�I� CI 'ICI l � � w C 0_50X I\ _LINE I f i i i c� z J Cn a7 z i= cri by Y wV VrTF 350---- - - - - -` BARBED WIRE FENCE X X \- -STONE FILLD FENCE 5 TO 11 -#6- =- _ -_� FFE�rWiDE\lW/ OLD BARB WIRE I _ice - \ ! EXISTING f f ! INFILTRATION i +I POND J { , / W fLJ 1 YELM CREEK FLOOD I I / PLAIN � r \ r I / GRADING LEGEND: PROPOSED CONTOUR xx - - - EXISTING CONTOUR - - - - - -- RIDGE LINE X% % GRADE 350.0 / TOP CURB 349.5 ---_ BOTTOM CURB �- FLOW ARROW SPOT ELEVATION GENERAL GRADING NOTES: 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO ANY CLEARING OR GRADING. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS SHALL BE PERMITTED. THE GRADING /CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 2. THE TESC FACILITIES SHOWN ON THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES. 3. ANY AREAS OF EXPOSED SOILS, INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, NETTING, EROSION BLANKETS ETC.). 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED PRIOR TO ANY OTHER CLEARING OR GRADING ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. so. \. NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF GROUND UNLESS OTHERWISE NOTED. / �1hO. I 9. BASIS OF BEARING li N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. l/ J r` 1 WASHINGTON STATE PLANE COORDINATE SYSTEM - -- -- T SOUTH ZONE (NAD 83/91) / - - -346 i' VERTICAL DATUM NAVD 88 - - 348 ^ OH 11IURSTON COUNTY PUBLISHED BENCHMARK 784A - v -- -- _ - -- -- -- - - - -- - - -- - -- __ _ __ _ _ FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT E.P• FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22 S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 / / i D FOR CONSTRUCTION BY: Date: y 2 1)-,;i evelop nt Services Engineer APPRO AL EXPIRES: _4Z2 3 ' �z �I�I�I�I� CI 'ICI 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM Z J IL ♦ V Z u t,♦I XJO _QP Z WWI H- 0 NW w V COWARD. CO � Of WA Sy G tP O z 'N 42010 ISTER I0NAL ONE NCH AT RAI SCALE F NOT, SCALE ADCORDNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY- LHURTADO CADD CHECKED BY- JIM GIBSON CHECKED BY- AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY- JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRANANG RLE No: 1290 -01- CV -01.dw DRAWING No: CG -01 SHEET No: 6 � 18 GC w C N r'3 } z ~ W O O M U Z Z O FN- W Cl- W W W Lu Y ¢ U U O U uj U U U CD I o Q:� W m N m m m m m 5 w w w w w a= o! 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM Z J IL ♦ V Z u t,♦I XJO _QP Z WWI H- 0 NW w V COWARD. CO � Of WA Sy G tP O z 'N 42010 ISTER I0NAL ONE NCH AT RAI SCALE F NOT, SCALE ADCORDNGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY- LHURTADO CADD CHECKED BY- JIM GIBSON CHECKED BY- AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY- JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRANANG RLE No: 1290 -01- CV -01.dw DRAWING No: CG -01 SHEET No: 6 � 18 A 30' 0 30' 60' SCALE: 1• =30' 6;jm��11111 iiiia _( Scale FEET i BARBED WIRE FENCE FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 I 106TH AVENUE S.E. `-- 5- - - - -5- - -wv-- ---- �--- W ----- W -- - -W - -- W -a w - -- -rur- K C I 0 Cn W E. LINE OF THE W. ' '��j In�rILIKI s 387.20' LOT 5 - ' BLDG TRENCH U s W N Q W — — — — — — — — — — — — — 1 ATERMAIN EASEMENT PE CONC, WALK W __S 88'23'49" E - OH H v CONC. CURB ❑ YELM AVENUE (STATE ROUTE 507) 0 0 0 _ N ` —W '` cn O/ En 1 Ev CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Q Z EXCAVATION. C STONE FIELD FENCE 5 TO 11 FEE T WIDE W/ OLD BARB WIRE FENCE III E SEC 29, T 17 N, R 2 El WM A ;ALC. _ - - " -.- X � x ARE WIRE FENCE X X- - - -- - X ` - - - -- X -__— X -_ --'' 12.2 X �_ �C --- - - - - -- X ! -_ - - -_ -STONE FIELD FENCE 5 TO 11 (610.13' PER R.O.S. 3595810) FEET WIDE W/ OLD BARB WIRE FURNITURE FE CE CTnDG -- CENTERLINE PER W.S.D.O.T. MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED 9/22/00 BY BILLY R. MUMMA P.L.S. - - -- N Oi'41'24 "E -j /— — - 9.40' / / / / / N M ~ Z - - SID - SID EX STORM DRAIN / v / oz / o' / N M ~ Z - - SID - SID EX STORM DRAIN / v / oz SD PROPOSED STORM DRAIN °- / 0 W � c / FLOW ARROW o Q o o / Li EX CATCH BASIN U v / U v U v CC / a m W uj m m m o CATCH BASIN TYPE 2 N � it it it � Of / / 4 N K, AQUA SWIRL / / / / Ce M c.DI CD I CD I CD ICD LEGEND: o' / N M ~ Z - - SID - SID EX STORM DRAIN / v oz oz SD PROPOSED STORM DRAIN °- / 0 W � c FLOW ARROW o Q o o C3 Li EX CATCH BASIN U v cn Lu U v U v CC CATCH BASIN TYPE 1 a m W uj m m m o CATCH BASIN TYPE 2 N � it it it � Of 4 N K, AQUA SWIRL 4o SD CLEANOUT INFILTRATION GALLERY F" RIP -RAP ENERGY DISPERSAL PAD OAR ELL,nc 2102 CARRIAGE DRIVE, VV_ _. _ _ w __ -. EX WATER LINE BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360-352-1465 O m EX WATER VALVE /SYMBOL F: 360-352-1509 W W W.SHEACARRJEWELL.COM w WATER LINE I� D BACKFLOW PREVENTER a FIRE HYDRANT �I q FDC ♦ POST INDICATOR VALVE N GATE VALVE W BEND WITH THRUSTBLOCKING E END CAP 0 Z a TAPPING SLEEVE Q� X Q / DCCV SPRINKLER DOUBLE CHECK VALVE Z - -- - - - - s - - - -- EXISTING SEWER FM W W 4 SEWER SERVICE LINE • SIDE SEWER CLEANOUT 0 U) _j uj o STEP SEWER TANK W GREASE INTERCEPTOR / / / / / / / / / / / / RIGHT -OF -WAY CONVEYED TO W.S.D 8504150149 BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 RO DDD OR CONSTRUCTION BY: Date: `J APP;Develo ent Services Engineer AL EXPIRES: ONE NCH AT FULL SCALE F NOT. SCALE AOCO may PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT- 01A.dw DRAVANG No: UT-01A SHEET No: 7 K 18 / / / � c / / / / / / / / / / / / RIGHT -OF -WAY CONVEYED TO W.S.D 8504150149 BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 RO DDD OR CONSTRUCTION BY: Date: `J APP;Develo ent Services Engineer AL EXPIRES: ONE NCH AT FULL SCALE F NOT. SCALE AOCO may PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT- 01A.dw DRAVANG No: UT-01A SHEET No: 7 K 18 A 30' 0 30' 60' SCALE: 1 " =30' Scale FEET x BARBED WIRE FENCE x x N 88'23'51" W 1 f I FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 I i If I I +f I I f I J a U O f � � a ,Z i f CONC. WALK x N. EK� 1" WA L x E SEC 29, T 17 NY R 2 Ej Wm F \E W/ OLD BARB WIRE FENCE 40.2' 1112.25' P I LLd -� x - -_ L .03' _ �E -- _ -_ CALC. - -- h -- _�_ x a t --� -� __ - x ._��,�X AP,BED WIRE FENCE �..� -- - ��.. x 12. - - -- _ x -- - -- (610,13' PER R.O.S. 3595810) -STONE FIELD FENCE 5 TO 11 FEET WIDE W/ OLD BARB WIRE `� FURNITURE J K #2 FENCE r - STORE . INSTALL ROOF DRAIN CLEAN INSTALL ROOF DRAIN CLEAN OUT 3' OUTSIDE BUILDING. OUT 3' OUTSIDE BUILDING. . ` . LOCATION TO BE VERIFIED LOCA11ON TO BE VERIFIED WITH BUILDING PLANS. WITH BUILDING PLANS. STORM DRAINAGE CATCHBASINS: • • w. � v r v ° CB 11 TYPE 1 CB 19 AQUA SWIRL AS -3 'f RIM= 351.00 RIM = 352.25 IE= 349.20 (12 "E) IE= 348.06 3 - i IE= 349.20 8 "W N= 590599.71 E= 1119052.39 33 LF 8" S,p N= 590646.64 E)1118875.22 SEE SHT SD -02 FOR DETAIL 112 LF 12" DI 0 0.50% a _ INSTALL SD �fl.. 12 ADS 0 0.50% 60 LF 12 SD S 0 0.50% OBSERVATION WELL CB 12 TYPE 1 CB 110 AQUA SWIRL AS -3 CB 11 __ __ - _ - - - -- '' CB #2 4 LF 12' ADS CB 14 PER DETAIL RIM = 351.00 " RIM= 351.30 + /- i 0.50% SEE SHT SD -03 IE= 348.62 (12 E) IE= 346.67 (12 WE) (TYPE 2) IE= 348.62 (6" N) N= 590535.32 E= 1119005.63 ° • INSTALL 40'X60'X2' N=590643.51 E= 1118986.82 SEE SHT SD -02 FOR DETAIL INFILTRATION GALLERY CB 13 TYPE 1 CB i11 TYPE 1 SEE DETAIL ON SHT RIM = 351.54 RIM = 351.20 -02 " E) SD . IE= 346.72 CB j5 E= N= 590641.90 E= 1119045.79 N= 590534.96 E= 1118989.43 22 LF 12" ADS CB 14 TYPE 1 CB 112 AQUA SWIRL AS -2 CB #8 �0 0.50% 22 LF 12" ADS 00.50% 12" PIPE OUTLET RIM = 351.00 RIM= 350.00f 60 LF 12" ADS .� CB v IE= 344.59 (12) IE =348 62 (12" W) IE =346 33 (12" E W) 0 0.50X 60 LF 12 ADS 0 0.50% N= 590564.35 IE= 348.62 (6" N) N= 590483.24 E= 1118915.69 .. slo_ . . . .;•_:._ ;- :. ...:�. SEWER CB CARSON i t E= 1119199.57 SEE SHT SD -02 FOR DETAIL Box DOMESTIC N= 590640.28 E= 1119105.27 Q; ATER STUB o 08 E ° CB 13 TYPE 1 °f SEW R i i �� CB J5 TYPE 1 # �.._ 06TH AVENUE S. E. - - - - S ----- s - - - - - -- - _ 2" <, " i i �ti ®'` RIM = 351.80 RIM = 349.48 6; S --- S---- -5 - - -- S - - - -�S FM Ox 12 I S _ ( ) IE= 346.48 12 "N c� S----- S - - - -- - �_ - _ S 0 0. % - PO 4811 12 N,S,E r,., - - -- --- w----- w--- -w - - -- W- w---- -w - - -- w -- i - ...... SD SD N= 590599.92 E= 590599.92 IE= 346.48 (8 "S) �- - - - - -- -W - -- W- - - - -w- W - 8" ATiERLINE - - - -- - - - -- _ _ -- -- W._ -- w - - - -- M, 176 LFF12 ADS 0 1 CB #15 N= 590483.70 E= 1118899.19 w - -- 3 s �U 1 110 RIM =351 OE 1 CB #14 TYPE 1 ' coN WALK - RIM= 349.70 ,: - - \ &,, - -- _ -- - IE= 348.22 (12" N W E) -� - - 1» DOMESTIC- i •EWER 9 -° '=. �Tp' L1J y o - IE= 347.33 o � WATER STUB CAR�N w �� -_- N- 590577.93 E- 1119044.05 N= 590508.67 E= 1118829.40 6" WATERLiN - - - - - -- i4 ox -- - w - - -- ----- w ----- w-- -��w - - w CB 17 TYPE 1 -- CB 115 TYPE 2 -48" CB 13 RIM 51.00 " RIM =352.0 � IL 4 ADS ® CB X12 Y IE= 348.52 (12 W) IE= 344.91012" WE) 'r \ 1 pq i N= 590576.30 E= 1119103.53 N= 590539.06 E= 1119173.36 E- -;- CB #8 TYPE 1 ® RIM = 351.00 ' 15 LF 12" ADS 01.0% • W CONTRACTOR TO FIELD a IE= 348.52 (12" E) INSTALL ROOF DRAIN CLEAN 15 LF 12 ADS 0 1.0% w LOCATE EX 12 SD OUTLET N= 590579.54 E= 1118985.07 ' OUT 3' OUTSIDE BUILDING. Z F AND CONNECT TO CB j10. LOCATION TO BE VERIFIED 12" PIPE INLET APPROX LOCATION IS WITH BUILDING PLANS. - N= 590527.80 E= 1118992.29 ME= 346.18 (12 ") - co , C, Cn F, N =59 `" Z Co Ln' E= 1118915.28 v co -_ z Q4 4(3'X120' INFILTRATION TRENCH. SEE zz (n Z RETAIL SHT so -02 , W s BLDG U LLL I I z z INSTALL-- . ° OBSE1RVATION WELL 15 / Li PER DETAIL SEIE SHT-SD-03 ! W (TYPE 2) } a � - / LLI LJ 11 off wv - - -- - S 88'18'36" E °S 88'23`49" E- - - - - - -A- / C-) 216 58' ' -' CONC. CURB ❑ - -- - -- YELM AVENUE (STATE ROUTE 507) 0 0 w Cn q N I E U N U CV CALL BEFORE YOU DIG �o Cq THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N W 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 <Z EXCAVATION. 395.94 TlON PER LEGAL DESCRIPTION - -- ' - 4 N 01'41'24 "E - -- 9.40 /' E.P. / S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS- CENTERLINE PER W. S. D.O. T. -- _ - -- - - - - -- - - - - -- -- - - -- - - -- _ - --- - - - - -- - - - -- ;� __ -- - - -- - -- -- - - - -- -- -: - - -- - -- - -- - - - -- - -- MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED n /nn /nn nv nn i v n t" i1eFin It r G STORMWATER LEGEND: - - - -- SD - - - -- SD - EX STORM DRAIN SD - ❑ x 0 Qco • PROPOSED STORM DRAIN FLOW ARROW EX CATCH BASIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 AQUA SWIRL SD CLEANOUT OBSERVA11ON WELL INFILTRATION GALLERY go 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 CONNEC11ON 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 WITH NEW FACILITY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS. NOTES: 1. ROOF DRAIN TIGHT LINE SHALL HAVE A MINIMUM 2% SLOPE. 2. STRUCTURES STATIONED AT CENTER OF STRUCTURE 3. FOOTING DRAINS TO CONNECT TO ROOF DRAIN TIGHT LINE. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 i APP R D'FOR CONSTRUCTION 0Y: Date: d' 'L 3 _ -Z \ Devel Intent Services Engineer APPROVAL EXPIRES: ';:° (__?IC 5"I"1I('31IC ? CD I \I _I a. V) Z d A RETAIL W BLDG D. z X O INSTALL ROOF DRAIN CLEAN W OUT 3' OUTSIDE BUILDING. LOCATION TO BE VERIFIED OO WITH BUILDING PLANS. Q WWU) U Q N ro �- cf) J g � Lu V) c8 .. CO) 6" PVC / WATER STUB V 1" WA L x E SEC 29, T 17 NY R 2 Ej Wm F \E W/ OLD BARB WIRE FENCE 40.2' 1112.25' P I LLd -� x - -_ L .03' _ �E -- _ -_ CALC. - -- h -- _�_ x a t --� -� __ - x ._��,�X AP,BED WIRE FENCE �..� -- - ��.. x 12. - - -- _ x -- - -- (610,13' PER R.O.S. 3595810) -STONE FIELD FENCE 5 TO 11 FEET WIDE W/ OLD BARB WIRE `� FURNITURE J K #2 FENCE r - STORE . INSTALL ROOF DRAIN CLEAN INSTALL ROOF DRAIN CLEAN OUT 3' OUTSIDE BUILDING. OUT 3' OUTSIDE BUILDING. . ` . LOCATION TO BE VERIFIED LOCA11ON TO BE VERIFIED WITH BUILDING PLANS. WITH BUILDING PLANS. STORM DRAINAGE CATCHBASINS: • • w. � v r v ° CB 11 TYPE 1 CB 19 AQUA SWIRL AS -3 'f RIM= 351.00 RIM = 352.25 IE= 349.20 (12 "E) IE= 348.06 3 - i IE= 349.20 8 "W N= 590599.71 E= 1119052.39 33 LF 8" S,p N= 590646.64 E)1118875.22 SEE SHT SD -02 FOR DETAIL 112 LF 12" DI 0 0.50% a _ INSTALL SD �fl.. 12 ADS 0 0.50% 60 LF 12 SD S 0 0.50% OBSERVATION WELL CB 12 TYPE 1 CB 110 AQUA SWIRL AS -3 CB 11 __ __ - _ - - - -- '' CB #2 4 LF 12' ADS CB 14 PER DETAIL RIM = 351.00 " RIM= 351.30 + /- i 0.50% SEE SHT SD -03 IE= 348.62 (12 E) IE= 346.67 (12 WE) (TYPE 2) IE= 348.62 (6" N) N= 590535.32 E= 1119005.63 ° • INSTALL 40'X60'X2' N=590643.51 E= 1118986.82 SEE SHT SD -02 FOR DETAIL INFILTRATION GALLERY CB 13 TYPE 1 CB i11 TYPE 1 SEE DETAIL ON SHT RIM = 351.54 RIM = 351.20 -02 " E) SD . IE= 346.72 CB j5 E= N= 590641.90 E= 1119045.79 N= 590534.96 E= 1118989.43 22 LF 12" ADS CB 14 TYPE 1 CB 112 AQUA SWIRL AS -2 CB #8 �0 0.50% 22 LF 12" ADS 00.50% 12" PIPE OUTLET RIM = 351.00 RIM= 350.00f 60 LF 12" ADS .� CB v IE= 344.59 (12) IE =348 62 (12" W) IE =346 33 (12" E W) 0 0.50X 60 LF 12 ADS 0 0.50% N= 590564.35 IE= 348.62 (6" N) N= 590483.24 E= 1118915.69 .. slo_ . . . .;•_:._ ;- :. ...:�. SEWER CB CARSON i t E= 1119199.57 SEE SHT SD -02 FOR DETAIL Box DOMESTIC N= 590640.28 E= 1119105.27 Q; ATER STUB o 08 E ° CB 13 TYPE 1 °f SEW R i i �� CB J5 TYPE 1 # �.._ 06TH AVENUE S. E. - - - - S ----- s - - - - - -- - _ 2" <, " i i �ti ®'` RIM = 351.80 RIM = 349.48 6; S --- S---- -5 - - -- S - - - -�S FM Ox 12 I S _ ( ) IE= 346.48 12 "N c� S----- S - - - -- - �_ - _ S 0 0. % - PO 4811 12 N,S,E r,., - - -- --- w----- w--- -w - - -- W- w---- -w - - -- w -- i - ...... SD SD N= 590599.92 E= 590599.92 IE= 346.48 (8 "S) �- - - - - -- -W - -- W- - - - -w- W - 8" ATiERLINE - - - -- - - - -- _ _ -- -- W._ -- w - - - -- M, 176 LFF12 ADS 0 1 CB #15 N= 590483.70 E= 1118899.19 w - -- 3 s �U 1 110 RIM =351 OE 1 CB #14 TYPE 1 ' coN WALK - RIM= 349.70 ,: - - \ &,, - -- _ -- - IE= 348.22 (12" N W E) -� - - 1» DOMESTIC- i •EWER 9 -° '=. �Tp' L1J y o - IE= 347.33 o � WATER STUB CAR�N w �� -_- N- 590577.93 E- 1119044.05 N= 590508.67 E= 1118829.40 6" WATERLiN - - - - - -- i4 ox -- - w - - -- ----- w ----- w-- -��w - - w CB 17 TYPE 1 -- CB 115 TYPE 2 -48" CB 13 RIM 51.00 " RIM =352.0 � IL 4 ADS ® CB X12 Y IE= 348.52 (12 W) IE= 344.91012" WE) 'r \ 1 pq i N= 590576.30 E= 1119103.53 N= 590539.06 E= 1119173.36 E- -;- CB #8 TYPE 1 ® RIM = 351.00 ' 15 LF 12" ADS 01.0% • W CONTRACTOR TO FIELD a IE= 348.52 (12" E) INSTALL ROOF DRAIN CLEAN 15 LF 12 ADS 0 1.0% w LOCATE EX 12 SD OUTLET N= 590579.54 E= 1118985.07 ' OUT 3' OUTSIDE BUILDING. Z F AND CONNECT TO CB j10. LOCATION TO BE VERIFIED 12" PIPE INLET APPROX LOCATION IS WITH BUILDING PLANS. - N= 590527.80 E= 1118992.29 ME= 346.18 (12 ") - co , C, Cn F, N =59 `" Z Co Ln' E= 1118915.28 v co -_ z Q4 4(3'X120' INFILTRATION TRENCH. SEE zz (n Z RETAIL SHT so -02 , W s BLDG U LLL I I z z INSTALL-- . ° OBSE1RVATION WELL 15 / Li PER DETAIL SEIE SHT-SD-03 ! W (TYPE 2) } a � - / LLI LJ 11 off wv - - -- - S 88'18'36" E °S 88'23`49" E- - - - - - -A- / C-) 216 58' ' -' CONC. CURB ❑ - -- - -- YELM AVENUE (STATE ROUTE 507) 0 0 w Cn q N I E U N U CV CALL BEFORE YOU DIG �o Cq THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N W 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 <Z EXCAVATION. 395.94 TlON PER LEGAL DESCRIPTION - -- ' - 4 N 01'41'24 "E - -- 9.40 /' E.P. / S. LINE, LOT 5, BLOCK 34, McKENNA IRRIGATED TRACTS- CENTERLINE PER W. S. D.O. T. -- _ - -- - - - - -- - - - - -- -- - - -- - - -- _ - --- - - - - -- - - - -- ;� __ -- - - -- - -- -- - - - -- -- -: - - -- - -- - -- - - - -- - -- MONUMENTATION MAP JCT. SR 510 TO BALD HILLS RD. VICINITY DATED n /nn /nn nv nn i v n t" i1eFin It r G STORMWATER LEGEND: - - - -- SD - - - -- SD - EX STORM DRAIN SD - ❑ x 0 Qco • PROPOSED STORM DRAIN FLOW ARROW EX CATCH BASIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 AQUA SWIRL SD CLEANOUT OBSERVA11ON WELL INFILTRATION GALLERY go 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 CONNEC11ON 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 WITH NEW FACILITY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS. NOTES: 1. ROOF DRAIN TIGHT LINE SHALL HAVE A MINIMUM 2% SLOPE. 2. STRUCTURES STATIONED AT CENTER OF STRUCTURE 3. FOOTING DRAINS TO CONNECT TO ROOF DRAIN TIGHT LINE. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 i APP R D'FOR CONSTRUCTION 0Y: Date: d' 'L 3 _ -Z \ Devel Intent Services Engineer APPROVAL EXPIRES: ';:° (__?IC 5"I"1I('31IC ? CD I \I _I 310000© it 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM o✓ V) Z W W D. z X O Q W z OO Q WWU) N ro cf) J 01v>- Lu z CO) W w V o o C) z z � W O H P- H U w w w Of Y Lu O m O O O !lam-- E3 CL U U U CD J m m m m m w it w it w 310000© it 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM �DWARO WASyjti r S � c �P O '� " _• 2 Z 42010 F GISTE?'t:0 10NAL A1.1p � ONE MICR AT FULL SCALE. E NOT, SCALE AOOORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY- JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- SD -01.dwa SD -01 SHEET No: 8 , 18 Lu V) Z J W D. z X O Q W z Q WWU) G � O cf) J 01v>- Lu CO) W w V �DWARO WASyjti r S � c �P O '� " _• 2 Z 42010 F GISTE?'t:0 10NAL A1.1p � ONE MICR AT FULL SCALE. E NOT, SCALE AOOORDINGLY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY- JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- SD -01.dwa SD -01 SHEET No: 8 , 18 1 N O I cn 0 C I rn N J S U J Q 2 0 W N a x w M 0 W 0 J W Q U w U Q 0 0 0 t N O � �W ;z Cn I E o Y r0 A Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orientation. 54" A -o4211 Inlet A Octagonal Base Plate 54" Plan View Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. Outlet 16" OD Max Arched Baffles C 11k, Manhole Frame and Rim elevations to match finished Cover by Manufacturer. grade. HDPE risers can be field (Sec? Detail) cut by Contractor. 32" OD Gralde (Rim) el. 104" Bollards shall be placed around access riser(s) in non - traffic areas to prevent inadvertent loading by maintenance vehicles. Cover . . . Soil SOiI a^ Concrete rame 1/2' 1� „ Concrete 1/2.. `c•- - - Place small amcwnt of concrete to support and level manhole frame. DO Riser Varies Gravel Backfill shall extend at least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser) extending laterally to undisturbed soils. (See MH Detail Below) 42" Arched Baffles Gravel Backfill •' -.r- •-- •'- •-- •�- •-- •-- • t n.= 11.- 11.- II.- II.- II.- II.- II.'ll? J�- II= 11= 11= II- II.I1- 11 -11 -1 Undisturbed Soil Manhole Frame &Cover Detail NOT allow manhole frame For Non-Traffic Areas Only to rest upon IiL)pE riser. Section A A ,:d�ijj Aqua -Swirl Concentrator Model AS -3 CFD Standard Detail SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "0' RING e• � a• GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST '2 CALL BEFORE YOU DIG ,;.:m THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND N � PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Q Z EXCAVATION. CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP MORTAR (TYP.) REINFORCING STEEL (TYP.) GRAVEL BACKFILL FOR PIPE ZONE BEDDING T6' 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF Y MINIMUM TO 2.5' MA)OMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR PI ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.1 CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in 2 /ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 480 4' 6' 36' 8' 0.23 0.15 54" 4.5' 8' 42" 8' 0.19 0.19 60" 5' 8' 48' 8" 0.25 0.25 72" r 8' 60' 120 0.35 0.24 84" 8' 12' 7Y 12' 0.39 0.29 96" 8' it 84" 12' 0.39 0.29 PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP 1O SOLID WALL PVC 0 PROFILE WALL PVC 0 480 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 360 48r 840 54" 60" 54" Z 96" 60" 72" 60" 36r 48" 1 Corrugated Pdyeth#m Storm Sewer Pipe (Std Spec. 9- 05.20) Std Spec. 9 -05.1 1)) Std. Spec. 9- 05.12)) CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20 -00 E Please see accompanied Aqua -Swirl specification notes. See Site Plan for actual system orientation. 12 3/4" OD MAX Octagonal Base Pla F 1 Y' -2' WASHED DRAIN ROC( Plan View Pipe coupling by Contractor. 12" long Stub -out by ManufactUrer. Bollards shall be placed around access riser(s) in non - traffic areas to prevent inadvertent loading by maintenance vehicles. L Soil . .Spill 4" ConcieteA ame ' 2,. cony's 2„ 2" G Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD grade. HDPE risers can be field (See Detail) cut by Contractor. Gravel Bacamn Place small amount of .� concrete to support and level manhole frame. DO NOT allow manhole frame to rest upon HDM riser. Manhole Frame & Cover Detail For Non - Traffic Areas Only NTS Section A -A Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail ,din FINISH GRADE - SEE PLAN VIEW INFILTRATION GALLERY DETAIL A -A NOT TO SCALE 1 Y" -2' WASHED DRAIN ROCK MIRAFI 14ON FILTER (OR FINISH GRADE- APPROVED EQUAL) ON TOP SEE PLAN MEW AND SIDES. MIN. 2' OVERLAP. TOP ELEV. 347.00 BOTTOM ELEV. 344.00 120'x6'x5' TRENCH DIMENSIONS 6' INFILTRATION TRENCH DETAIL NOT TO SCALE MIRAR 14ON FILTER (OR APPROVED EQUAL) ON TOP AND SIDES. MIN. 2' OVERLAP. TOP ELEV. 350.00 BOTTOM ELEV. 348.00 !_7� F�R CONSTRUCTION Date: 1i Az/zD/ 0 I 76t Services Engineer 7 AL EXPIRES: 4 D ' CD CD X10 © ©0© OH AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 352 -1465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM V _Z _J t7 Q W Zp Q � Z H Q QW �O Z O ''W^ V♦ � JO V Z WW U) LU I-- � �O� 00 Uj Uj W V ONE M AT FULL SCALE F NOT, SCALE ACOMOMMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTAD0 CADD CHECKED BY- JIM GIBSON CHECKED BY- AMY HEAD CHECKED/ APPROVED BY- JIM GIBSON STAMPED BY- JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 SD -02 SHEET No: 18 9 rY w (D Cf) \ N M Z Z C-) Z W H z a z z U-1 w Y C:) -) Cin C.3 tr tz U N U U o M � m U-1 M a a m w w w w w Of M � M Of X10 © ©0© OH AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 352 -1465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM V _Z _J t7 Q W Zp Q � Z H Q QW �O Z O ''W^ V♦ � JO V Z WW U) LU I-- � �O� 00 Uj Uj W V ONE M AT FULL SCALE F NOT, SCALE ACOMOMMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTAD0 CADD CHECKED BY- JIM GIBSON CHECKED BY- AMY HEAD CHECKED/ APPROVED BY- JIM GIBSON STAMPED BY- JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 SD -02 SHEET No: 18 9 rY A ROADWAY 318" EXPANSION MATERIAL THRU JOINTS SHALL BE PLACED AT 90' TO FACE OF CURB AND NO MORE THAN 25 FT. APART. INORMAL CURB HEIGHT = 6" BATTER = 1:6 — 6" 0 9IS BROOM FINISH SLOPE 0.02'/FT. 1R T 4" MIN CO 8" 1/4 CRUSHED TrP' RADIUS SURFACING OP I~1 ( ) COURSE NOTES: 1. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING. 2. CONCRETE SHALL BE TYPE II PORTLAND CEMENT CLASS 3000. 3. BROOM FINISH SHALL BE PERPENDICULAR TO FACE OF CURB. 4. JOINTS SHALL BE TROWEL FINISHED, AFTER GROOMING. 5. INTEGRAL CURB AND WALK SHALL BE USED ONLY IN ( "IN -FILL ") TYPE SITUATIONS WHERE NEEDED TO MATCH EXISTING IMPROVEMENTS. CEMENT CONCRETE INTEGRAL CURB & WALK TYPE "A" -3' x 3' x 8" COMMERCIAL CONCRETE PAD #4 REBAR, O.C. OUTSIDE PAVED AREA COMPRESSION PLUG C 1/2" RADIUS (TYP) 1/2' EXPANSION MATERIAL WHERE ABUTTING EXIST. STRUCTURES (TYP) 6. ALL EDGES AND JOINTS SHALL BE FINISHED. 7. WHEN CHECKED WITH A 10 POOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH, AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. TUMU?—RECESSED HANDLE TYPE COVER VALVE BOX "CLEANOUT" CAST IN LID SECTION SEAL WITH ASPHALT SEALANT 0.17' ACP 1 0.17' CSTC SEAL WITH I SILICONE OR s APPROVED EQUAL SEALER N i 0 ;Q6 4 0.67 BALLAST 0.67' COMMERCIAL CONCRETE n 5 INSIDE PAVED ROADWAY 4" MIN -45• Z ELBOW I s ECCENTRIC REDUCER IF Cn TIGHTLINE IS LARGER THAN 4" MIN 4" MIN -45• W ELBOW IF La 11GHTLIN SIZE VARIES J I uj TRENCH BOTTOM U BEDDING AS REQUIRED F_ 0 ROOF DRAIN CLEANOUT r N NTS v j c I? ` ai N I � E pn S2 CALL BEFORE YOU DIG �o N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N D UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND & LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY a z EXCAVATION. #4 REBAR, O.C. FINISHED GRADE N W Q CL W 0 U W 0 E SEC 29 T 17 N R 2 E Wm M 1 • , I - • L" Wal NTS FACE OF CURB — MANUFACTURED WHEEL C WIDE, WHITE PAINT LINES (TYP) 6' 2" CLASS 'B' 2" CSTC- F EXTRUDEID CURB (SHOWN FOR ILLUSTRATION) - 8" BALLAST ASPHALT CONCRETE NTS Q a q 4 m ° ° a d ° ° v ° d d ° ° d ° a y v c 22 41 1 Q. ° Q 9" 2" CLEARANCE (TY 2' TF_ v ° d. v ° .. d v d v ° v v ° q e v d• ° ° ° d 9 v ° v a ° e v 6 d v v Q. G STOP DEr T. OF f'ULLIC WD KS TO TI-F CURB. GPOOVFS SHAI I 3F 1 /8" DFFP AND 0 _ WJO W CL 4" WIDE, YELLOW I- UNIT FROM TH= SD--WALK AVD FR.CM THE CURB ANC GUTTER. SOLATED DY EXPANSION JOINT MATERIAL a o ROADWAY. PAINT LINES 0 0 3. INLETS SHALL BE LOCATED SC TEAT RJNOFF DDES `n Q La NOI FLOW PA' ;l IH OJK HAVP. U INLE IS AHL -F PJELG WORKS DIRECTOR DATE J ZZI o 0 N J DES. 0 o Q a q 4 m ° ° a d ° ° v ° d d ° ° d ° a y v c 22 41 1 Q. ° Q 9" 2" CLEARANCE (TY - e d w d ° G _ _ ° v d ° ° v e v ° d. v ° .. d v d v ° v v ° q e v d• ° ° ° d 9 v ° v a ° e v 6 d v v Q. G 2.5" 4" e ° IQ 4 8" MIN 10" MAX TWO #3 BARS 3:1 SAND & CEM GROUT 1" DEPTH TWO #6 BARS PRECAST CEMENT CONCRETE WHEELSTOP 9' I 8' I 9' I 9' 1. PARKING SPACE LAYOUT 6" NON— SHRINK GROUT NTS G THREADED END CAP GROUND LINE POROUS PAVING 1/4- MINUS ROCK SCHEDULE 40 PVC OR ABS PIPE z 1 FRAME AND GRATE TO SUIT LANDUSE W CL \j N 0 0 1. RAMF' TE:(TURI'JG IS -0 DC DONE WIT I AN EXPANDED 0 uj IC' LEAVE .A DIAMJNU PAHEHN. IHt LONG AXIS OF �'I Y U� YELh� 0 0 DEr T. OF f'ULLIC WD KS TO TI-F CURB. GPOOVFS SHAI I 3F 1 /8" DFFP AND 0 _ WJO W CL 0 0 I- UNIT FROM TH= SD--WALK AVD FR.CM THE CURB ANC GUTTER. SOLATED DY EXPANSION JOINT MATERIAL a o ROADWAY. N 0 0 3. INLETS SHALL BE LOCATED SC TEAT RJNOFF DDES `n Q La NOI FLOW PA' ;l IH OJK HAVP. U INLE IS AHL -F PJELG WORKS DIRECTOR DATE 4— 20 o AROUND THEM. DES. 0 o CKD. DATE a �� 0 Y -C S -C ��o 0 0 0 OBSERVATION WELL NTS EXTRUDED CURB NTS PROPOSED DRIVEWAY DETAIL SCALE: 1"=10'-O" N CTP3 1. RAMF' TE:(TURI'JG IS -0 DC DONE WIT I AN EXPANDED METAL 3P,ATE PLACED AND REMOVED FROM WE- 301\. uj IC' LEAVE .A DIAMJNU PAHEHN. IHt LONG AXIS OF �'I Y U� YELh� TPE DIAMOND PATTERN SHALL BE PERPENDICULAR DEr T. OF f'ULLIC WD KS TO TI-F CURB. GPOOVFS SHAI I 3F 1 /8" DFFP AND 1/4" WIDE. _ WJO I� I Y I C A L 7. I;URR RAMPS SHAT I RF �OL R =D AS A SFPARATF I- UNIT FROM TH= SD--WALK AVD FR.CM THE CURB ANC GUTTER. SOLATED DY EXPANSION JOINT MATERIAL r U R RAM'S ON ALL SIDES EXCEPT AT E14D OF CAMP NEXT TO ROADWAY. APPROVED DWG. NO- 3. INLETS SHALL BE LOCATED SC TEAT RJNOFF DDES WW U) w0 NOI FLOW PA' ;l IH OJK HAVP. U INLE IS AHL -F PJELG WORKS DIRECTOR DATE 4— TO BE SET SO AT PEDESTR ANS WALK OVER OR �0� AROUND THEM. DES. DWN. CKD. DATE JEG S -G Y -C S -C 10/3/94 R 1) FOR CONSTRUCTION BY: Date: �1 7iw Deve pment Services Engineer VAL EXPIRES: �I�I�I�I� m rn °' o �z o _o 0 ° � Q 0 W N M Z ~ O O W 0 I— W � I.- U W W W = Y m m V � U U � U N U w o CK w m z m m m m m 0 0 > > > > > 5 W W W W W W� CK W Of W w Q N M d to OH A AR ELLInc 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM 0 uj Q Z p Co J WJO �(.) z WW U) w0 uj23: Q> �0� Q Lu °- YU>_ W W 0 ~ V U) �pWARO OF WA 1� A, Q . z 0 Z T 010 p FS. ISTER� G�' ONAL ONE NCII AT FULL SCALE. F NOT, SCALE ACCOPONMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- SD -03.dW DRAWING No: SD -03 SHEET No: 18 10 A 30' 30' 60' SCALE: 1 " =30' Scale FEET - a 1 I I s I Co I 0 N X X X N 88'23'51" W I I FND 5/8" REBAR W/ CAP 0.1' SOUTH OF LINE R.SWIFT LS# 27195 9/18/07 X X r I� I I m 16 LF 1" HDPE 9 1" WA B N a ° d n X a. RETAIL BLDG C E SEC 29, T 17 N7 R 2 El WM F - -- k (111225' PLAT) ! \ _- 12 .03' CALC. X ' - ��r x � - x -- _ - -- X - X - _ x X 12.2' -- -- X -� - -- X - - - - -- X - - -- X ` � � � � A - -. ° .. - e "♦� �� " � �� III � (610.13' PER R.O.S. 3595810) 9LF8 "P LLL FURNITURE G C STORE DINATE O INSTALL- 12 CONTRACTOR TO COOR FIRE HYDRANT ASSEMBLY WITH ADJACENT PROPERTY SEE DETAIL SHT UT -04 OWNER FOR INSTALLATION OF - 57 LF FDC CONNECTION N= 590455.07 E= 1118852.55 (HYD) WATERMAIN. (SEE MECHANICAL PLANS N= 590461.72 E= 1118857.27 (90) INSTALL: FOR PI E SIZE AND TYPE) 1 -8" GATE VALVE (MJXMJ) O2 CONNECT WATER SERVICE 1 8' CAP TO BUILDING. SEE BUILDING W/THRUST BLOCKING 0 -� ❑ i i ill ❑ I ° 6' FIRE SD - - SD -" SPRI KLR CONNECTION SD 16 -- - 18 ''� 10 81 LF 8" 12W 17 E I !_ a ICo CD ,Z 19 4 3 F6" PVC Lo 9 WATER STUB 56 LF 6' PV ' 20 LF � 6 1- IKt ,,,, SO SPRINKLER CONNECTION ARSON v pSTIC- BOX STUB °g WATER - � 9 2 i ` SE 0 - --- S-- - - S - -- - - -- -S --- S----- S---- -5 -?._ SS- OX • .. - -s - -- s----- 5 - -, -x 21 - - - _ SD D v�--- W ----- W ----- W -- --w' 1N- --- W - - - -TW - -W - - w - - - -- 8" --SD i v,A� NATERLI v� W - -- - W - - - -- - - -- - - W - - - - - W - -- wv - - 0 v LF V v Li 0 11" DOMESTIC- ® � WATER STUB FF � 5 I a W d 0 x Lu Cn INSTALL 20' SLEEVE ON- WATER MAIN TO PROTECT Z FROM SEWER SEPERATION RETAIL BLDG -S 88 °23'49" E -- 8_ �, S roD � EWER -\` S SQ AR`�N - . BOX ^ - 6" WATERLINE � � - -1� - -- W----- W----- W-- - -W - -� SOW----- W - - - - -W I I V k 73 LF 8' PVC wV I � �'J I I 4e f) a , W J I , � I a ❑ WV I � I ® I I I I I � I I I EX. WATER METER MUST BE RETROFITTED WITH CURRHNT RPBA PER THE CITY OFaLM I STANDARD DETAIL ON SHT UT -05. I I i - I - I I J I 1 I I j I -- -� - wv x \ \ 395.94' - o ONE + AT FULL scN.E. IF NOT, SCALE ACCORDN(;LY F-1 _ UH I Co THURSTON COUNTY PUBLISHED BENCHMARK # 784A JIM GIBBON uj DESIGNER: N _ - YELM AVENUE (STATE ROUTE 507) C L HURTADO -- - - - -- '` CADD CHECKED BY- JIM GIBSON ELEVATION = 359.66 CHECKED BY: i AMY HEAD - NECKED/ APPROVED BY: NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBSON z STAMPED BY: JIM GIBBON BETWEEN THE DATUMS. W 1" = 30' -0" VERTICAL SCALE: NIA 'a ° •° W 0 J Ld w J Q 'U W 0 U a - -- _ _- - - - - -- -- - - - - -- - F - Co -- OH 5 - RETAIL BLDG -S 88 °23'49" E -- 8_ �, S roD � EWER -\` S SQ AR`�N - . BOX ^ - 6" WATERLINE � � - -1� - -- W----- W----- W-- - -W - -� SOW----- W - - - - -W I I V k 73 LF 8' PVC wV I � �'J I I 4e f) a , W J I , � I a ❑ WV I � I ® I I I I I � I I I EX. WATER METER MUST BE RETROFITTED WITH CURRHNT RPBA PER THE CITY OFaLM I STANDARD DETAIL ON SHT UT -05. I I i - I - I I J I 1 I I j I -- -� - wv x \ \ 395.94' - o ONE + AT FULL scN.E. IF NOT, SCALE ACCORDN(;LY F-1 _ UH PROJECT ENGR /ARCH: THURSTON COUNTY PUBLISHED BENCHMARK # 784A JIM GIBBON �w DESIGNER: N _ - YELM AVENUE (STATE ROUTE 507) it- L HURTADO -- - - - -- '` _ E U M U N CALL BEFORE YOU DIG �o N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND in PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N w UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND - ° LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Q Z EXCAVAl10N. SD wv TION PER LEGAL DESCRIPTION N 01'41'24 "E - Q An' SD Z s J m z X PLANS FOR EXACT LOCATION. 13 CONNECT WATER SERVICE 3O INSTALL: TO BUILDING. SEE BUILDING 1 -8" 45' BEND (MJxMJ) PLANS FOR EXACT LOCATION. W/ THRUST BLOCKING N= 590503.82 E= 1118793.75 14 CONNECT FIRE LINE TO BUILDING. SEE MECHANICAL O FIELD LOCATE EX. 6' WATER MAIN PLANS FOR EXACT LOCATION. STUB. CONNECT AND EXTEND 6" 15 INSTALL PVC WATER MAIN. SPRINKLER DOUBLE CHECK O5 FIELD LOCATE EX WATER METER VALVE INSIDE THE BUILDING. SERVICE AND EXTEND 1' WATER SEE MECHANICAL PLANS FOR SERVICE TO BUILDING EXACT LOCATION. N= 590514.40 E= 1118782.61 INSTALL: 16 INSTALL 1- 1' RPBA PER CITY OF YELM 1 -FDC ASSEMBLY STANDARD DETAIL ON SHT UT -05 SEE DETAIL SHT UT -03 N= 590627.24 E= 1118968.49 O6 «) FIELD LOCATE EX. WATER METER 17 INSTALL - SERVICE SERVICE AND EXTEND 1' WATER POST INDICATOR VALVE SERVICE TO BUILDING N= 590626.14 E= 1118964.99 b-) .Q� N= 590561.07 E= 1118789.81 INSTALL: 18 INSTALL- 1-1m RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY STANDARD DETAIL ON SHT UT -05 SEE DETAIL SHT UT -03 N= 590617.39 E= 1118959.67 7O CONNECT WATER SERVICE TO BUILDING. SEE BUILDING 19 INSTALL PLANS FOR EXACT LOCATION. 1 -11 1/4' BEND (MJxMJ) O8 CONTRACTOR TO FIELD LOCATE W/ THRUST BLOCKING EXISTING WATER MAIN AND CONNECT N= 590606.16 E= 1118959.58 NEW 8' WATER MAIN. 20 FIELD LOCATE EX. 6' WATER INSTALL' A TAPPING TEE ASSEMBLY MAIN STUB. CONNECT AND W THRUST BLOCKING EXTEND 6' PVC WATER MAIN. � / N= 590557.45 E= 1118948.82 SEE ENGINEERING PLANS FROM INSTALL SOUND ENGINEERING DATED 1 -22 1/2 BEND (MJxMJ) JULY 21, 2008 FOR WATERMAIN W/ THRUST BLOCKING CONNECTION AND PROFILE. O9 INSTALL: 21 FIELD LOCATE EX. WATER FIRE HYDRANT ASSEMBLY METER SERVICE AND EXTEND SEE DETAIL SHT UT -04 1 WATER SERVICE TO N= 590569.63 E= 1118877.38 (TEE) BUILDING N= 590570.25 E= 1118857.08 (HYD) N= 590546.21 E= 1118927.78 INSTALL' 10 INSTALL 1 -1' RPBA PER THE CITY OF 1 -8" TEE, (FLxMJ) SHT�UTT05 ANDARD DETAIL ON 1 -8" GATE VALVE (FLxMJ) W/ THURST BLOCKING N= 590619.61 E= 1118878.78 11 INSTALL' FIRE HYDRANT ASSEMBLY I SEE DETAIL SHT UT -04 N= 590742.57 E= 1118882.22 (TEE) N= 590743.21 E= 1118861.04 (HYD) S 88'18'36" E 216.58' OH _ -- - - - - -- Ofd - - - - -- OH -- - -_- a It --- > -a WATER LEGEND: 0 w - - -- -- -- w -_ -_ EX WATER LINE W � N '�N m EX WATER VALVE /SYMBOL N '� z V Z Z � LLI w WATER LINE �, LU I �, U � W � r- 0 BACKFLOW PREVENTER � Y � m w Q C) -� FIRE HYDRANT " " W F-- C) U U C( FDC = o = fr m m m m d m • POST INDICATOR VALVE S W W W W W N GATE VALVE 4 N rr) d Lo BEND WITH THRUSTBLOCKING END CAP o TAPPING SLEEVE H OAR DCCV SPRINKLER DOUBLE CHECK VALVE ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360- 352 -1465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM NOTE: 1. LOCATION OF EXISTING WATER MAIN IS APPROXIMATE AND IS BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. 2. MAINTAIN MINIMUM 42 INCHES OF COVER OVER ALL WATERMAINS. 3. WATER AND SEWER MUST HAVE 10' OF HORIZONTAL SEPARATION AND 18' OF VERTICAL SEPARATION. 4. CONTRACTOR TO FIELD LOCATE EXISTING SERVICE LINES AND INSTALL WATER METER SETTERS AND COORDINATE WITH CITY OF YELM FOR METER INSTALLATION AS NECESSARY. TO CONTACT WATER DEPARTMENT CALL 360 -458 -8410. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) Z LLJ J H Q i 0 LUJO Q Z WWU) X02 �Vw Lu W �cOWARO . c, OF WA 3H 6 C J' 2 z O 42010 p F ISTER� jO NAL `1,�N IV VERTICAL DATUM ONE + AT FULL scN.E. IF NOT, SCALE ACCORDN(;LY NAVD 88 PROJECT ENGR /ARCH: THURSTON COUNTY PUBLISHED BENCHMARK # 784A JIM GIBBON DESIGNER: JIM GIBSON FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT DRAWN BY' FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF L HURTADO TRAFFIC SIGNAL BOX, 22 S.W. FROM CENTER OF BALD HILL RD. CADD CHECKED BY- JIM GIBSON ELEVATION = 359.66 CHECKED BY: AMY HEAD NGVD CONVERSION FACTOR NECKED/ APPROVED BY: NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBSON 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE STAMPED BY: JIM GIBBON BETWEEN THE DATUMS. HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAVANG FILE No: 1290 -01- UT -01.dw DRAWING No: UT -01 SHEET No: 1 N O H I s I O N A 1:3 30' 30' 60' SCALE: 1"=30' Scale FEET N a a a a I I I I Q- a6, I I I I , RETAIL I BLDG 14 4 I I - 13 I t I 08 6" PVC 9 WATER STU ' 1" D ►dE5iC 4 s WATE * .. .. .: ....a.:. SAR 40.2 c C FBI E SEC 29, T 17 N, R 2 E, WM F 1O INSTALL - 4m GRAVITY SIDE SEWERS AND CLEAN OUTS PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED -- _e_ ^ --- - -� -�J ❑ I �r�-- I WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) INSTALL• j 4' GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS PER STANDARD DETAIL ON SHT UT 05. LOCATIONS MUST BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE O ' i AT OWNER DIRECTION. (OPTIONAL) INSTALL- 12.2' - - -` - -� 4000 GALLON GREASE INTERCEPTOR AT OVNNERS 12.2' �� DIRECTION/APPROVAL EDETAILONSH_T� �.- - . .. .. -- 4 INSTALL - 6' 6" GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP TANK. SLOPE SHALL BE A MIN OF 2X FURNITURE STORE O INSTALL � 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF I YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT _ UT -06. TANK AND TANK ACCESS MUST B� H -20 RATED 18 AND TANK MUST HAVE MANUFACTURER APPROVED DEAD MAN ANCHOR SYSTEM. • 17 N= 590436.49 E= 1118846.83 (CENTER OF TANK) co, ; , O6 INSTALL STEP CONTROL PANEL AND CONDIUIT. COORDINATE .. , . -- ' ': a: � FINAL LOCATION WITH OWNER AND CITY. C ONTROL PANEL 4< TO BE ATTACHED TO THE FACE OF THE BUILDING WHERE 0 0 OPERATOR CAN HAVE VISUAL LINE OF SITS WITH THE TANK. (A SEE STANDARD DETAIL ON SHT. UT -06 16 O7 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER SERVICE BEHIND SIDEWALK. SC) SD s� - SID INSTALL- 2" STEP SERVICE TO STEP TANK. SEE DETAIL ON SHT UT -05. N= 590513.66 E= 1118811.74 (CARSON BOX;) L0 v w I s O CONTRACTOR TO FIELD LOCATE EXISTING $TEP SEWER a° SERVICE BEHIND SIDEWALK. INSTALL' STEP SERVICE TO STEP TANK. / I SEE DETAIL ON SHT UT -05. 70 LF 2" PVC � d ; - - N= 590555.45 E= 1118814.85 (CARSON BOX) STEP SERVItvE LINE ±145 LF 2" PVC - SD - -- - SID STEP SERVICE LINE O9 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL DOME TO BE ATTACHED TO THE FACE OF THE OUILDING WHERE WATER STUB SE � � E STANDARD DETAILON SHT. UT-06 WITH THE TANK. Q _ o t SEWER 106TH AVENUE S.E. ; INSTALL•- - - -S -- - -S - -- - - - - -S- -- 2' SS FM pX , - - - - - s - - - - - s - - -�s_�- s= _ _ _ _ s _J 15 I SID SID - -- 8000 GALLON FIBERGLASS STEP TANK PE.R THE CITY OF - - - - -- -- .. - - so i-- YELM'S SP w ----- w ----- w ----- _ B ATERLIN V, '° SPECIFICATIONS AND STANDARD DETAILS ON SHT w- w- - - - -w- -- w -- w - -- w----- w- - - - -w- - 8" v A-- ____ _____ _____ - ---- w--- -_w___ �, wV '� ' %' UT -06. TANK AND TANK ACCESS MUST 9E H -20 RATED - s ❑ �_/ AND TANK MUST HAVE MANUFACTURER APPROVED DEAD -- - MAN ANCHOR SYSTEM. 0 __ a `., q :• .� a a. �- � ,i " DOMESTIC EWER s Fa ,S ti ° N= 590603.61 E= 1118859.53 (CENTER OF TANK) 1 DO -- ® WATER STUB - -, CARSON - -f 6" WATERLINE 7 BOX -- - -- w ----- w----- w... - -- w-- '- w-- _-- w- - - - -w-j --1 11 INSTALL• 6" GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP TANK. SLOPE SHALL BE A MIN OF 2X a , _ -- 0 12 INSTALL• 80 LF 2" PVC 4000 GALLON GREASE INTERCEPTOR AT OWNERS STEP SERVICE LINE -� �- DIRECTION APPROVAL SEE DETAIL ON SHT. UT -06. ~ wv 13 INSTALL' 4' GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD n Z � + DETAIL ON SHT UT -05. LOCATION MUST BE CONFIRMED 5 d ; ❑ WITH BUILDING/PLUMBING PLANS. (TYPICAL 5 LOCATIONS) 6 , t � LO ' 5, 'Co3 o 14 INSTALL- 0 ® a �� 4" GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS CD 4 - -_ z PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST X Cn BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL _-J ® - - -� w 3 5 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE r AT OWNER DIRECTION. (OPTIONAL) Lu Cn RETAIL 15 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER ❑ SERVICE BEHIND SIDEWALK. BLDG INSTALL- o I : 2" STEP SERVICE TO STEP TANK. 1,0 p ( SEE DETAIL ON SHT UT -05. O • a• J N= 590535.93 E= 1118950.54 (CARSON BOX) -- -- 16 INSTALL - 3000 GALLON CONCRETE STEP TANK PER THE CITY OF W I 1 . I YELM'S SPECIFICATIONS AND STANDARD 'DETAILS ON SHT o I UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED. U I---� I N= 590662.94 E= 1119011.97 (CENTER OF TANK) - - - - -- - - - - - -- J - :a tiY° � 17 INSTALL co _ `V ��_. wv O SIDE SEWER AND CLEAN OUT PER STANDARD -- �_ _ -.._.- - _ _ - 4 GRAVITY S D -- �D�1'�11Cbhl'�T -Q5�LACA� a.MU&T.BU ❑ �� -- -- -- - - - --' .� WITH BUILDING /PLUMBING PLANS. (TYPICAL 1 LOCATION) L N W 7- -18 INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE - - YELM AVENUE (STATE ROUTE 507) -- -- -_ - - -- FINAL LOCATION WITH O,M,IER AND aTY, CONTROL PANEL TO BE ATTACHED TO THE FACE OF THE BUILDING. E - - -- - - - - -- - - -- - SEE STANDARD DETAIL ON SHT. UT -06 ° CALL BEFORE YOU DIG - - - -- -- - _ THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND In PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N w UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY 01.51 EXCAVATION. L 1 SEWER LEGEND: EXISTING SEWER FM SEWER SERVICE LINE • SIDE SEWER CLEANOUT 0 0 m 0 STEP SEWER TANK ❑ GREASE INTERCEPTOR NOTES: 1. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER. 2. SEWER SERVICE SHALL BE AT MINIMUM 2% SLOPE. 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. CONTRACTOR TO FIELD VERIFY ALL INFORMATION BEFORE STARTING CONSTRUCTION. 4. CONTRACTOR TO VERIFY ALL SPECIFICATIONS AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5. ARCHITECT, 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 SEWER SPECIAL ADDENDUM TO YELM DEVELOPMENT GUIDELINES. 7. CONTRACTOR TO INSTALL AN ELECTRICAL TRANSFER SWITCH AND GENERATOR PLUG AT ALL STEP CONTROL PANELS. CHECK CITY SPECIFICATIONS FOR TYPE AND MODEL NUMBERS. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. P OR CONSTRUCTION BY- Date: t :� Dcvelo mcnt Services Engineer AP AL EXPIRES: " Z CD I'D i�lCDl� ,4" IC,IC,I�I } rc- 0i0 © ©Q© Z J W ui U) V♦ 0 � JO _ Q 2VZ WWQ W23.- X 0 2 Lu w V �cOWARD F WA Q tiP � o T 42010 p F FG,STER� 10NAL ONE NCH AT FULL SCALE E NOT, SCALE ACOMDOMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: UT -02 SHEET No: 12 K 18 C14 M Z cn cn o H( W H H U Cl- uj W W w � Y � � W C Q U C) C� ui >- t:: C5 U U LD J a- m a_ m m iOf Cr m it it 0i0 © ©Q© Z J W ui U) V♦ 0 � JO _ Q 2VZ WWQ W23.- X 0 2 Lu w V �cOWARD F WA Q tiP � o T 42010 p F FG,STER� 10NAL ONE NCH AT FULL SCALE E NOT, SCALE ACOMDOMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1" = 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: UT -02 SHEET No: 12 K 18 G I H 2 -1/2- FIRE DEPARTMENT RAISED LETTERS INLET CONNECTION ��"AUTO SPRINKLER" SCHECULE 40 �GaLVANiZED STEEL 24' -60" 16" x W x s' r,ONC. BLOCK 41 .,- I SCHEDULE 40 GALVANIZED STEEL WRAPPED WITH 6 MtL PLASTIC CITY CF YELM, WASHINGTON DEPT. OF PU13LIC FIRE DEPARTMENT CONNECTION APPROVE CHIC. NO. PUBLIC WORKS CIRLC%V DAZE 6-4.4 DES. J1hM. CKD. DATE ES JEG TP 4/2007 Fe, FOR CONSTRUCTION $Y: Date: 7 0 es EngineerAPP IRES:�L �ICD ICD ICD ICD N C"I �IC!, I A B C D E F CITY OF YELM _CITY OF YELM GENERAL WATER NOTES: GENERAL SANITARY SEWER NOTES: GENERAL WATER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD N STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD COMPLETE THIS WORK. SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ( WSDOT/ APWA). Z 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, BUILDINGS UNLESS OTHERWISE SHOWN. REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT COMMUNITY 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR DEVELOPMENT DEPARTMENT AT (360) 458 -3835 TO SCHEDULE A PRECONSTRUCTION SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. W MEETING. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: OF CONsTRuunON. GENERAL SANITARY SEWER NOTES: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP O> PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO U CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND OR LESS THAN THE STANDARD DIMENSION RATION (SDR) OF 21, AND MEET THE TIME OF THE TAP. HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. N 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF Q- POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER U CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A C.7 THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 3. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. SPECIFICATIONS SECTION 9- 30.1(5)A. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR 4. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS. ° W POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE SOLVENT WELD JOINTS. 5. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. m REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE > > SDR OF 18. >> INSTALLED 12' TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE = = DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA 0151 CLASS 50 OR = DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS TERRA TAPE 'D' OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE SHALL BE CLASS 52. CONTRACTOR. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC AWWA 509 -80. VALVES SHALL BE MUELLER, M do H, KENNEDY, CLOW R/W OR WATEROUS NON - BIODEGRADABLE, METAL CORE BACKING MARKED "POWER'. TAPE SHALL BE FURNISHED SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. BY THE CONTRACTOR. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW 10., BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY REFERENCED SPECIFICATION (NOTE 1). ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12' TO 18' UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, 12, EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND 'D' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY ROADWAYS. DIRECT BURY COATED COPPER WIRE (PAIGE 'UF' SINGLE CONDUCTOR OR EQUAL), WRAPPED 3 AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS 13, PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 14, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 15, ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR YELM. SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 16, ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, EMBOSSED "W' 1/4 INCH INTO CONCRETE. ALL STEP MAINS SHALL VE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 17, PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND o CONNECTIONS REQUIRE A "FIELD VERIFICATION', CONNECTION POINTS WILL BE EXPOSED BY INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN YELM FOR THE REQUIRED INSPECTIONS. NOTICES. 0 18, PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS N 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE OTHERWISE AUTHORIZED BY THE CITY OF YELM. o EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD z NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING REQUIRE A SEPARATE "ON -OFF' SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH W SYSTEM OT INSTALL A NEW VALVE. MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. s 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF a THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST" PREPARED BY THE CITYS 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. t SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR ° TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. ITEMS NEEDING INSPECTION ARE: a A) TANK INSTALLATION, IE; BEDDING AND LOCATION m 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND B) TANK INFILTRATION, EXFlLTRATION TEST m DETAILS SHALL BE ONSITE DURING CONSTRUCTION. C) S.S. PRESSURE TEST W 16. AND REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT o BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. 211. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER uj METER MUST BE PRESSURE TREATED. J a U W PCP MOUNTED ON GALVANIZED UIN -STRUT PRESSURE TREATED LUMBER NO LONGER ACCEPTABLE. a 0 s 0 rn t Cq o;7, �W N �z N t� E U CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Q z EXCAVATION. G I H 2 -1/2- FIRE DEPARTMENT RAISED LETTERS INLET CONNECTION ��"AUTO SPRINKLER" SCHECULE 40 �GaLVANiZED STEEL 24' -60" 16" x W x s' r,ONC. BLOCK 41 .,- I SCHEDULE 40 GALVANIZED STEEL WRAPPED WITH 6 MtL PLASTIC CITY CF YELM, WASHINGTON DEPT. OF PU13LIC FIRE DEPARTMENT CONNECTION APPROVE CHIC. NO. PUBLIC WORKS CIRLC%V DAZE 6-4.4 DES. J1hM. CKD. DATE ES JEG TP 4/2007 Fe, FOR CONSTRUCTION $Y: Date: 7 0 es EngineerAPP IRES:�L �ICD ICD ICD ICD N C"I �IC!, I 00© ©Q© OAR k ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM W WW a WJO H XaE� 0 V Z ZZ WWU) Q Q W �0M W � I- U) V w Qp w Z UJ V ONE NCH AT FULL SCALE. F NOT, SCALE ACCORONGLY PROJECT ENG'R /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 UT -03 SHEET No: 13 , 18 W } N M Z 0 W U) W W W U) LLl Y O> U CD O m N Q- U U U C.7 J W W ° W m a m a- a- m > > > >> = = Of = it 00© ©Q© OAR k ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM W WW a WJO H XaE� 0 V Z ZZ WWU) Q Q W �0M W � I- U) V w Qp w Z UJ V ONE NCH AT FULL SCALE. F NOT, SCALE ACCORONGLY PROJECT ENG'R /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 UT -03 SHEET No: 13 , 18 1 C) 0 I s I 0 N W 0 J S v a z i W 0 0 J F-• W a U W M M 0 CID 0 0 0 s N 07, -0W _N d N z� 4 s or W I 31 I_\ SIZE A B 13 1/4" 15" 2" 17 1/4" 15" METER BOX 1:3 APPROVED METER BOX LID - 1730 DI READER LID BOX - SCF 1730 X 12 BASE OR APPROVED EQUAL 1 1/2 " -2" POLYETHYLENE LINE BALL VALVE A 1 1/2 " -2" MALE ADAPTER BALL VALVE 2" RESILIENT (CURB STOP) WEDGE GATE VALVE CHECK VALVE -J SERVICE SADDLE ��- 30" ROMAC 2025 OR 2% SLOPE TO BOX 48" TO CENTER OF BOX 0 CURB CHECK VALVE e _ BALL VAL' 14 GAUGE INSULATED . A--- COPPER TONING WIRE ° o-... ' METER WRAPPED 1 1/2" - 611 -66� I REST 777 AROUND THE 2 - 811 - PIPE (SEE 1 1 /2" - C86 - 66 GENERAL 2" - C86 - 77 NOTES NO. FORD PACK JOINT 7) CORPORATIO STO TYPE B 1 1 17" -� 6 12" I PIPE 90' BEND 45• BEND 22 -1/2' BE PLASTIC LINE (USE 200 / DEAD END BY -PASS VALVE W CAP i PSI PHILLIPS DRISCO PIPE CEMENTED WITH /LOCKABLE OR TEE 5100 POLYETHYLENE PIPE; 3,600 a 500 FORD BALL VALVE TOP I VIEW � I WITH PACK JOINT do FEMALE 5,700 1 1/2 " -2" MALE I.P. THREADS NIPPLE 2,000 SERVICE SADDLE CITY OF YELM, WASHINGTON NOTES: DEPT. 0�' PUBLIC WCRKS 1. STAINLESS STEEL INSERTS REQUIRED rOR ALL 15,800 PACK JOINTS. RUBBER 1 1 / 2" T O 2 77 2. ALL SERVICE SADDLES SHALL HAVE J GASKET AND I.P. THREADS. METER SERVICE 3. CITY STANDARD FOR COPPER SETTERS ARE: 23,600 12.100 1 1/2" - FORD VBH 76 -15813 OR EOUAL - 16 2" -FORD VBH 77 -15817 OR EQUAL CROSS DWG. NO. A. ALL 1 1/2" AND 2" SADDLES WILL BE �APPRO 6-3 2" TAPS WRN BRASS 2" NIPPLE AND PUBLIC WORKS DIRECTOR DAIS 2" RESILIENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING DES. OWN. CKD. DATE CS JEG TP 4/2007 OUTSIDE PAVED AREA TRACER WiRE 12" - �_ RECESSED HANDLE TYPE I COVER �T INLAND FOUNDRY #248 10" 6 3/4 VALVE BOX WITH 8 3/4" "WATER" CAST IN LID 1 t OR OFCO 910 T SECTION SEAL WITH AR400OW W V1 > ACP w o 1.0�.. CSTC Q v FINISHED GRADE ') 0 10" OR 18" -6" SDR 21 PVC PIPE 04 1 M 4 CONFORMING TO ASTM j 3034. RISER PIPE TO BE 1 PLUMB AND CENTERED II OVER VALVE STEM. J I Ifs - I i VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) BOTTOM GATE VALVE SHOWN- SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS STANDARD VALVE BOX APPRO DWG. N0. PUBLIC WCRKS DIRECTOR DATE 6-11 DES. OWN. CQ. DATE ES JEG TP 4%2007 I U � Y CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o � PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N ui UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY a Z EXCAVATION. C Lill E SEC 29, T 17 N, R 2 E, WM METER BOX 14" SINGLE METER - - T - BOX PLACEMENT 12" MAX. 29 SLOPE TO Box 24" TO EDGE OF BOXI a • ! 12' q V 3" 200ps1 12" P.E. PIPE 16" METER BOX DUAL METER BOX PLACEMENT � .�2% SLOPE TO BOX 124" TO EDGE 0 F 1 OXI •p PROPERTY METER BOX CENTERED LINE ON EXTENDED LOT LINE 12' :3,4 j W 1 z :3,4 �6 I. 2OOPsi WW 12' P.E. PIPE 0a 4n 12" 1 as CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT W /SIDEWALK APPRO OW0, NO. L� PUBLIC WORKS DIRECTOR DATE -6 GES. OWN. CKD. DATE Es JEC I ^ TP 4/2007 Top view operating nut I---- Limits o` payment Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock Grade Enamel Sonnet # 13312 Z' /Z "Hose connection with threads HYDRANT OFFSET I 4'/2" Steamer connection with NST threads See valve box and & 5" Storz adapter valve stem detail - �.�py Style S -37 w /SC cap 6 -11 4£ ' feL a 18 " -24" I �� Ground To suit Standpipe trench 6" Flanged fire depth 3' Minimum - hydrant tee Each PTO Joint 6" X1106 PTO Iron, 8„ Inc. Megalug 1 ' 6" Class 52 ductile iron \ pipe cut to length 6" gote valve, FL X MJ - J% See note below I I ( Varies LI 4 "x8 "xI6" concrete block Hydront shoe Backfill to top of droln ring housing bolts with 2 washed rock as shown Plastic barrier between thrust block and fee �- 6' x 6' sheet of 11 mil. plastic or con - Notes struction fabric, covering 2" washed rock Concrete thrust block _! 1. Hydrants sholl be located in cast -in -place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. CITY OF "ELM, WASHINGTON 2. Hydrants shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AYK Series 2780 or Mueller Centurion FIRE HYDRAN 3. Gate valves shall be resilient wedge NRS with O -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APPROVE Dwc. NO. Valves shall be Mueller M &H, Kennedy, C Clow R/W or Waterous Series 500. PUBIC WORKS DIRECTOR DA -E 6 4. Fire Hydrant lock payment is 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 22 -1/2' BE 11 -1/4' BEND DEAD END DIAMETER i & GRAVEL CEMENTED WITH CLAY OR TEE 44 / 3,600 a 500 2,600 TOP I VIEW � TOP VIEW TOP !VIEW 5,700 8" 14,300 7,700 4,000 2,000 WYE -j.. _ 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 SIDE VIEW 22,700 14" 43,600 23,600 12.100 SIDE VIEW SIDE VIEW 16 TEE CROSS GATE VALVE HORIZ. BEND 0 1N- W H fn V TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS N w . 4 45° - 90° O O VERTICAL BEND U CITY OF YELM, WASHINGTON DEPT. CF PJBLIC WORKS NOTES: STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO DWG. ND. 3. ANCHOR REPAIR DIRECTOR DATE: G-1 3 SHALL 8E 5/8" MINIMUM PUBLIC IL DIAMETER. DOS. OWN. CKD. DATE ES JEG TP 4/2007 Top view operating nut I---- Limits o` payment Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock Grade Enamel Sonnet # 13312 Z' /Z "Hose connection with threads HYDRANT OFFSET I 4'/2" Steamer connection with NST threads See valve box and & 5" Storz adapter valve stem detail - �.�py Style S -37 w /SC cap 6 -11 4£ ' feL a 18 " -24" I �� Ground To suit Standpipe trench 6" Flanged fire depth 3' Minimum - hydrant tee Each PTO Joint 6" X1106 PTO Iron, 8„ Inc. Megalug 1 ' 6" Class 52 ductile iron \ pipe cut to length 6" gote valve, FL X MJ - J% See note below I I ( Varies LI 4 "x8 "xI6" concrete block Hydront shoe Backfill to top of droln ring housing bolts with 2 washed rock as shown Plastic barrier between thrust block and fee �- 6' x 6' sheet of 11 mil. plastic or con - Notes struction fabric, covering 2" washed rock Concrete thrust block _! 1. Hydrants sholl be located in cast -in -place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. CITY OF "ELM, WASHINGTON 2. Hydrants shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AYK Series 2780 or Mueller Centurion FIRE HYDRAN 3. Gate valves shall be resilient wedge NRS with O -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APPROVE Dwc. NO. Valves shall be Mueller M &H, Kennedy, C Clow R/W or Waterous Series 500. PUBIC WORKS DIRECTOR DA -E 6 4. Fire Hydrant lock payment is 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 22 -1/2' BE 11 -1/4' BEND DEAD END DIAMETER SAND & GRAVEL CEMENTED WITH CLAY OR TEE 4" 3,600 2,000 1,000 500 2,600 6" 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 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 1 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 LEIS : 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER sotL SQUARE FOOT CITY OF YELM, WASHINGTON -- DEPT OF PUBLIC WORKS MUCK, PEAT SOFT CLAY SAND TRENCH SAND & GRAVEL SAND & GRAVEL CEMENTED WITH CLAY DES. HARD SHALE GATE ES 0 1,000 2,000 3,000 4,DO0 10,000 THRUST LOADS DWO. NO. PUBLIC WORKS DIRECTOR GATE 6 -14 DES. OWN. CKD. DATE ES JEG TP 4/2007 F RV LIVE TAP 2' TYP. CONCRETE THRUST BLOCK (TYP) 0 OI • • I j�z 2' TYP, y tat • ', TAPPING VALVE FL x MJ L STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SIIOWN BELOW- RIGHT. GROUND GATE VALVE FL x MJ TEL -, 1/3 DIAMETER r OF PIPE CONTROLLED DENS TY BACKFILL/ - 2' -� POURED WIDTH OF TRENCH SOLID BRICK SUPPORT -r CONCRETE T•iRUST St NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3, SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION RE,S TCRA Ti ON DEPTH VAPI ES. TRENCH BACKFILL SEE (MOTE 1, 2, 3 dr 5 UEOD/NG IAA IERIAL SEE !VOTE 4 CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION TO FKSTIVG MAIN APPRO DWG. N0. PUBLIC WORKS DIRECTOR DATE Ul DWN. CKD_ DATE FS JEG -P 4/2007 MACE TAPE 12' TO 18- UNDER THI FINAL GRACE %- TRA:ER ll (SEE GENERA, WA TCR NOTES NO. 7, 6" MIN. UNDISTURBED SOd, NOTES: 1. A MIIJRMUM COVER OF 3.5' SHALL BE MANVTAWED, EXCEPT AS RECUTRED AT C0NNFC710N POINTS 2. NATIVE BACKFILL SHALL CONSIST Or CRUSuED, PROCESSED, OR NA7URALLI' OCCURRING GRANULAR MATiRiAL. If SHALL BE ESSLN17ALLY FREC FROM VARIOUS TYPFS OF WOOD WASTE OR OTHER EXTRAM£CUS OR CBJECTIONABL£ MATERIALS. IT SHALL HAVE SUCII C` +ARACTER1ST!CS OF SIZE AND SHApE T7,•AT 1. W1 COMPACT READILY COMPACT. J. NATIVE TRENCH BACKFILL MAILRIAL SHALL 8c" SOrt'ED OR SCP,EEN£D SO THAT THE MAXIIAUM AGGREGATE SHALL 15 5- INCHES. 4• FIFE gEVEVOC; VA TERIAL SHALL BE SAND 1R OTHER CITY APPROVED EQUAL. NC 5UBSTUTIONS W.LL AF ALL.CNEO WITHOUT V%R:TTEN AUTHORIZAT,•ON FROM THE' CITY OF YELIA. 5. WHERE NAT)VE MATERIALS HAVE BEEN DEEMED UNACCEPTAIII AY rrIE CITY, TP.ENCH BACKNLL SHALL k!EFT THE ll S7ANDARP SPECIFI ^ATIONS FGH IHE PIPE TYPE BEWC SPEC /FLED. CI -I Y OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APIPROVMI DWG. NO. kt_ _ PUBLIC WORKS DIRECTOR DATE 6-15 DES. DWN. CKD. GATE ES JAG TP 4/2007 H FOR CONSTRUCTION i BY: Date:_2`_/ L Z pment Services Engineer APP AL EXPIRES: -71 _� --a �I CDI CDI�I H I OAR w ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 - 352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM J a W UJ 0 Q 0 JO CX Q G Z WWU) W 1 0 Yv� UJ W V EpWARID GJ OF WA G �-V f 2 Z T 42010 O Is jONAL ONE NCH AT RILL SCALE. F NOT, SCALE ACOMDOMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY- JIM GIBSON STAMPED BY JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 -04 UT SHEET No: 14 18 w N M Z tz z z M U 0 1N- W H fn V wa w w o! N w Y O O U D! U U U J CL m aL d m w w w w w of W W Of o! H I OAR w ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360 - 352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM J a W UJ 0 Q 0 JO CX Q G Z WWU) W 1 0 Yv� UJ W V EpWARID GJ OF WA G �-V f 2 Z T 42010 O Is jONAL ONE NCH AT RILL SCALE. F NOT, SCALE ACOMDOMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED / APPROVED BY- JIM GIBSON STAMPED BY JIM GIBSON HORIZONTAL SCALE: NIA VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 -04 UT SHEET No: 14 18 1 0 f s I 0 rn J 5 U a Z 0 Cn a x z w 0 uj W D J Q La W d' J Q U of W 0 U coo Cl 0 0 rn O N i c iz ` iii N A I B PLASTIC OR CONCRETE Box 1 . GRAVEL BASE MATERIAL LIST: 12" THICK 1. SERVICE L1NF 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPRCVED) 7. RELIEF VALVE: 8. TESTS COCKS 9. DRAIN TO DAYL,GHT IO.PLUGS IN TEST �OCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER Of POPE AND FITTINGS = C_ REFER TO DEVEL.OPMFNT GU!OELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODI,IG. PROFILL 7' MIN. TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASIIINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER '4 DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-17 DES. DW.v. CKD. DATE KR JEG TP 4/2007 '- SUBMERSIBLE EFI-Lu,NT 20 GPM ORENCO TURBINE aC GPM OSI 20 ' -- PUMP WITH TFE MAT7tIAL FOR DUPE FK, TRIPI Fit, AND CLASS 1 DIVISION 1 5.0 POWER CABLE AND INSTALLATIONS WLL VARY. THE CONTRACTOR SHALL MEET THE 1!b" BY -PASS OARCF INTFNT CF THE INSTALLATION REX REMENTS SHO'R'N IN THE IN THE DISCHARGE HEAL) TYPICAL STEP INSTALLATION. A_L STED TANKS SHALL BE H -20 LOAD RATED TANKS. TH S POLICY SHAL_ TAKE EFFECT ON MAY 3'. 2007. CITY OF YELV DEPT. (5F PUBLIC WORKS TYPICAI SIMPLEX STEP TAV�C INSTALLATION AP` ODD DWG. NO. PUBLIC WORKS DIRECTOR PATE /_9 DES. UWN. CAD. DA J" JEG -P 4/2007 I E U pMj U o 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 N Uj UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND - LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY �a C11 z EXCAVATION. 50 SPLICE TO EXISTING 14 GAUGE TONING FINISH 'IIVIRE•� *�v RA PTO STEP TANK CONNECT TO ' r FXIS --IN;, PVC) ' SERVICE LINE ' 1- KBI BALL VALVE, SL x SL_' 1' CHECK VALVE-/ 1�?�TALLATION NOTF� ALL SER'NCE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON 80TH tICE5 OF ROADWAY. GANG CARSON BOXES SHALL. ?F LOCATED 3' (APART TO CENTER OF BOXES 2. �A1. AND CHECK VALVES TO BE ;INSTALLED IN CARSON BOXES ACCORDING TO DRAWING_ 3. FINISHED GRADE 30`0 RISER— •1 CSI SEC 29, T 17 N, R 2 El WM SERVICE BOX - CARSON INDUSTRIES MODEL NO 14198 VIATH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER" (USE IN NON - TRAFFIC AREAS) r-14 GA. OF HEAVY INSULATED ICOPPER TONING WIRE ALL TONING IURE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 31M STEP MAIN " SCHEDULE 40 DV-- SWPJ PVC SWING CHECK VALW E. SL x SL 1' KBI BALL VALVE. SL x SL_j 1" PVC NIPPLE, SL x SL - 1- x MAIN OIA. PVC REDUCING TEE SL x Sl_ x TH OR PIPE SADDLE --- ALL 1" CALLOUTS SHALL BE CHANGED TO 2" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1''f 2" SERVICE CONNECTION APPROVED DWG. NO. t l � , � PUBLIC WORKS DIRECTOR GATE 7— C'ES. OWN. (YD. j'___D_ATE_ JY .LEG TP 4/2007 ALARM HIGH _EVEL 6° Q LAG ON /OFF (4.5- DRAWDOWN ON TO OFF) 6" o LEAD ON /OFF (4.' DRAWDOWN ON TO OFF) LOW EVEL ALARM 6' c REDUNDANT OFF w 000 6' MIN. 8ZDD'NG 25' uD CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT -APPROVED N0. PUBLIC WORKS pRECMR DATE 7 -14 DES. DWN. D CKO' ATE JY JEG TP 4/2007 elk iv TABLE FOR USE 1' UNION TO CONNECT TESTING WIRE SIZE 012 AWG COPPER MAXIMUM DISTANCE 150 FEET _Y APARATJS FOP. PRESSURE TESTING SERVICE\ FlB UU ERGLA55 S UD 148 AWG COPPER \ J� WITH STA STEEL W 18" MIN sISER I-E C•�T TYPICAL Y11TH � 1 ANC NEOPRENE GASKET ALL VON - TRAFFIC BEARING TANKS 1" DIAPVC HO;F AND v♦ , \ I.EAYF S..FFICIFNT \ 1 r VALVE ASSEMBLY CRIENT BALL VA_VE WIRE TD ALLOW FOR \ , , \ AS SHOWN. BALL VALVE Z Q PUM= RFMOVAI SHALL BE WMTH 12' BELOW ELECTRICAL SPLICE BOX WIT-I CORD GRI =S 1 A.L COVNECTIONS SHALL BE MADE VWTH ' LID 21" OR 24" PVC HEAT SHRINK BUTT CONNECTORS � \ � DIA R188E0 PVC \ SLOPE GROJND AWAY FROM R SER-1 \\ ' j' `.10' NEOPRENE R13ER W /LID , -0 1 ( % �R�LRAiAETSi i 14 GAUGE OF 10' FROM TOP OF RISER C 1 INSULATED (CAL CONDUIT_ Lu TONINZ; WIRE I.L INSTALL IN _ 3/4" EY CONDUIT SEAL` TONING W RE - INSTAL RISER ae RISER ELECTRICAL G ]NUUIT -C I N V POWER SOURCE t _ � EFFLL.EN- pISCHARC£ STANDARD z INLET TEE- � 2 -73ART EPDXY, USE "1= ORENCO RISER TANK L -I ADAPTOR FOR CONCRETE LEVEED ✓ j" -ALARM TANKS W ON OFF �• 3.5- 1' PVC FLOAT REDUNDANT ASSEMBLY AS SET OFF BY ^IT" OF YELM w w 1 -1/4' DIA INLET ORIFICE FICE HOLES AHOLND N a PERIMETER OF VAULT Lu 4" DIA. PVC FLOW y 1 INDUCER ` L PVC DIOTU13E '- SUBMERSIBLE EFI-Lu,NT 20 GPM ORENCO TURBINE aC GPM OSI 20 ' -- PUMP WITH TFE MAT7tIAL FOR DUPE FK, TRIPI Fit, AND CLASS 1 DIVISION 1 5.0 POWER CABLE AND INSTALLATIONS WLL VARY. THE CONTRACTOR SHALL MEET THE 1!b" BY -PASS OARCF INTFNT CF THE INSTALLATION REX REMENTS SHO'R'N IN THE IN THE DISCHARGE HEAL) TYPICAL STEP INSTALLATION. A_L STED TANKS SHALL BE H -20 LOAD RATED TANKS. TH S POLICY SHAL_ TAKE EFFECT ON MAY 3'. 2007. CITY OF YELV DEPT. (5F PUBLIC WORKS TYPICAI SIMPLEX STEP TAV�C INSTALLATION AP` ODD DWG. NO. PUBLIC WORKS DIRECTOR PATE /_9 DES. UWN. CAD. DA J" JEG -P 4/2007 I E U pMj U o 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 N Uj UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND - LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY �a C11 z EXCAVATION. 50 SPLICE TO EXISTING 14 GAUGE TONING FINISH 'IIVIRE•� *�v RA PTO STEP TANK CONNECT TO ' r FXIS --IN;, PVC) ' SERVICE LINE ' 1- KBI BALL VALVE, SL x SL_' 1' CHECK VALVE-/ 1�?�TALLATION NOTF� ALL SER'NCE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON 80TH tICE5 OF ROADWAY. GANG CARSON BOXES SHALL. ?F LOCATED 3' (APART TO CENTER OF BOXES 2. �A1. AND CHECK VALVES TO BE ;INSTALLED IN CARSON BOXES ACCORDING TO DRAWING_ 3. FINISHED GRADE 30`0 RISER— •1 CSI SEC 29, T 17 N, R 2 El WM SERVICE BOX - CARSON INDUSTRIES MODEL NO 14198 VIATH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ 'SEWER" (USE IN NON - TRAFFIC AREAS) r-14 GA. OF HEAVY INSULATED ICOPPER TONING WIRE ALL TONING IURE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 31M STEP MAIN " SCHEDULE 40 DV-- SWPJ PVC SWING CHECK VALW E. SL x SL 1' KBI BALL VALVE. SL x SL_j 1" PVC NIPPLE, SL x SL - 1- x MAIN OIA. PVC REDUCING TEE SL x Sl_ x TH OR PIPE SADDLE --- ALL 1" CALLOUTS SHALL BE CHANGED TO 2" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1''f 2" SERVICE CONNECTION APPROVED DWG. NO. t l � , � PUBLIC WORKS DIRECTOR GATE 7— C'ES. OWN. (YD. j'___D_ATE_ JY .LEG TP 4/2007 ALARM HIGH _EVEL 6° Q LAG ON /OFF (4.5- DRAWDOWN ON TO OFF) 6" o LEAD ON /OFF (4.' DRAWDOWN ON TO OFF) LOW EVEL ALARM 6' c REDUNDANT OFF w 000 6' MIN. 8ZDD'NG 25' uD CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT -APPROVED N0. PUBLIC WORKS pRECMR DATE 7 -14 DES. DWN. D CKO' ATE JY JEG TP 4/2007 elk iv TABLE FOR FEEDER WIRE RUN WIRE SIZE 012 AWG COPPER MAXIMUM DISTANCE 150 FEET _Y 010 AWG COPPER 250 FEET 148 AWG COPPER 350 FEET (SEE SPECIFICA.IONS FOR ADDITICI+IAL NFORMATION). TD !NLENM ALARM PUSH UrHT, FOR SERVff CALL 360 -458 -8411 CITY OF YELM 5" CENTERED ON PANEL FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDIVC ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 18PT. LETT=R.NG `-- PADLOCK "TH COMMON KEY FURNISHED BY THE CITY OF YELM -ALARM LIGHT AND SILENCE BUTTON 1 -C, B -02 TO STEP TANK - SIMPLEX 1-2--,13-#12 TO STEP TANK - DUPLEX 1'2 -C, 17 -#12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL APPRO� DWG: NO. t 7-6 PUBLIC WORKS DIRECTOR DA'E DES, OWN. CKD. A JY JEG TP 4/2007 FIBERGLASS LID WITH STAINLESS STEEL 80-TS AND NEOPRENE GASKET 5' MIN (I--) - 1 "f1 /4' ALL LIDS 2" MIN FINISH GRADE „ i TYP. SLOpE TO 1Vq� --"'�- H I� 1 111 NATIVE 14 GAUGE COPPER PVC RISER, GLADE TONING WIRE, 2' -O” I i ORENCO SYSTEMS. TAIL INTO RISER I INC., OR EQUAL ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NCN- TRAFFIC BEARING TANKS) NCTE: R SER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHAT BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. (7YP.) CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. N0. PUBL C WORKS DIRECTOR DATE DES. DNN. CKD. DATE JY JEG TP 4/2007 F G H EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL 14 PROTECTED AREAS NON - PROTECTFD AREAS (LAWNS, ETC.) 2' -0' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE f GROUND EXISTING Gt20UND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT STANDPIPE _ NEW 4' PVC SEWER TOP OF STEP TANK PVC C.O. LINE (TYP) (3034) DOUBLE 2% SLOE TO TANK SWEEPING TEE FROM �- ~- IIOU,`"E "' i — `1�"��` � INLET BAFFLt FERVCO COUPI WC OR APPROVED EQUAL FER; \CO COUPLING OR APPROVED EQUAL CITY OF YELM CEPT. OF PUBLIC WORKS TYPICAL CONNECTION APPRO%fiLL DWG. NO. 7-7 PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD. DATE JY JEG TP 4/2007 IMA141IDLE RING AYD COVER. CONCRETE COL_AR, 14 GA. CCPPER TONING WIRE 2' -0" TAIL INTO RISEER CM TRACTOR TO EPDXY TWO 1' PVC PIPE PIECES 1" LONG TO FIBERGLASS LID FOR LIFTING �- COMPACTED BACKFILL RISER WITH FIBERGLASS LID ORENCO SYSTEMS, INC.. OR EQUAL. • 21' PVC RISER REQUIRES 24' RING & CAST IRON COVER 24" PVC RISER REQUIRES 30` RING do ALUMINUM COVER 30- PVC RISER REQUIRES 36' RING & ALUMINUM COVER Cl TY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID _ AF'P► ayEl DWG. NO. PUBJC WORKS DIRECTOR DATE 7-19 DES JY JEG TP 4/2007 D FOR CONSTRUCTION �BY- Date: pment Services Engineer AP Dev VAL EXPIRES: m _73 _ I � 1 krz! H OA R C�� ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM w U) W LU LU JO v♦ V+ J G Z V Q FE WWU) Z Q W L G W � ~ O � \ 04 I'7 Q W Z Lu I.L V V O O u z z m 0 FN- W w w w N Lu CD U O O U m U U O U CD Of Of m d i m m m m 0 S W W W W W Of fY H OA R C�� ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM oIov�VNN Of WA I S Al Q Q' k . oz O O<v 42010 p GISTER� G� jONAL ONE INCH AT FULL SCALE F NOT, SCALE A00MM LY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY- LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY- AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: N/A VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT -05.dwa UT -05 SHEET No: 15 K 1I8 U) LU LU JO v♦ V+ J G Z V Q FE WWU) Z Q W L G W � ~ O � Lu Q W Lu I.L V oIov�VNN Of WA I S Al Q Q' k . oz O O<v 42010 p GISTER� G� jONAL ONE INCH AT FULL SCALE F NOT, SCALE A00MM LY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY- LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY- AMY HEAD CHECKED / APPROVED BY: JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: N/A VERTICAL SCALE: NIA DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01- UT -05.dwa UT -05 SHEET No: 15 K 1I8 1 0 I s Im I J S U a Z W Q i F- z W M 0 uj 0 J W d' Q U w 0 U a Co 0 CD M L N 0 c = W Cn %� �N I � x E � N Y A �PUI�iP CONTROL 3000 GAL CARACE CONTRACTOR TO PANEL 2 PART USE ORCNO WALL SHIM, ETC. TO 55" 50° I I ACCOUNT FOR 4CO GAL 600 GAL OF PUBLIC WORKS DIFFERENT TYPES I Q 612 -CA OF SIDING ---- M ° 3/4" PVC (CONTRACTOR TO Dim "A' 7...,0•• CCNDUIT FORM BOTH CONDUITS T'= �UkIP ASSEMBLY, SEE TANK AS SHOW( FOR BOTH 13'..1.. 15'..7.. 3/4" LB CONDUITS) ---� Dim "B" Jim "C" 4' -H" 1'_O^ s'-H' 7•_C` 4. 45001 GALLON TANKS OR LARGER SHALL HAVE ti ~ DWG. N0. ELECTRICAL 1 'i -- - 7-1 L.NE FROM TO FL ECTRICAL flim "D" 3' -7" UNDER HOUSE PANEL COX-DUI- DA'E 5' -6 1/2- ,.Y TO STEP TANK it — 4/2007 S' -D' Water ueptn i -r- Y -.1 J— FOOTING /STEM d -lU- TO STEP S -! lrL- WALL 4' -t1 TANK a " -1- 5- -d- t1 - -r" *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED CN A CASE B" CASE BASIS. GARAGE WALL PUMP CONTROL PANEL STAINLESS 5TEEL TWO HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL EXISTING GROUND s ZE KNI Nz 12 _ TO STEP TANK I CITY OF YELM DEPT- OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PR DWG. NO. PUBLIC WORKS DIRECTOR DATE E - CKD. DATE JY JEG TP 4/2007 C ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS] THIS POLICY SHALL TAKE EFFECT ON tAAY 31, 2007. F NISHED GRATE HATER TIGHT LID D �9,T17N,R2 MINApVC RISER "TH WATEk T IGHT I �PJMO VAULT RISER z LID I 14 GAUGE TONING 14 GALGE TONIN;; I 1 WIRE TO SERVICE WIRE TO SZ, GCi J N I f BOK L•_ 1f� _D_ - -3 (2) V -1 v -2 / I I N 1 I c V -2 I I --- EAFFLE (VOTE 1) L__ - --j VOLUME I 1/3 VOLUME 3° MIN BEDDING 1500 CAL 3000 GAL V -1 50" I j 2 PART USE ORCNO 43 55° 55" 50° I I TANK TO RISER 4CO GAL 600 GAL OF PUBLIC WORKS 110o ca I ADAPTER FOR 612 -CA N I I CONCRETE TANKS CALL 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAU_T5 Dim "A' 7...,0•• 7•.0' AND TWO COMPLETE RISERS. ONE VAULT CONTAINS I I 4 "41 GRFICE 1 i I �UkIP ASSEMBLY, SEE TANK FLOATS, AND ONE PUMP, THE SECOND VALLT 13'..1.. 15'..7.. I DW,. NO. 7 -9 / I I N 1 I c V -2 I I --- EAFFLE (VOTE 1) L__ - --j VOLUME I 1/3 VOLUME 3° MIN BEDDING 1500 CAL 3000 GAL 4500 GAL 50" 72" 72" 43 55° 55" 50° 62" 6'l' 4CO GAL 600 GAL OF PUBLIC WORKS 110o ca �4aa GAI 612 110k ON AlI TANKS LARGER THAN 1507 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WLL BE DETERMINED BY THE YELM SEWER DEPT. NO ILS: 600 804 100C 1. DELETE BAFFLE FOR A 3000 GALLON -ANK UTLIZED 2007 2500 3,000 AS A YRIPLEK PUMP VAL.LT. 5000 CITY OF YELM 7000 2. THE OVNNER 1MLL REVIEW TOLERANCES IN EXCESS OF DEPT. OF PUBLIC WORKS DIMENS,ICNS SHOWN. x,00 GA 612 110k 612 -CA 7.2...GA r SGIO, r 30)00, 4500 CALL 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAU_T5 Dim "A' 7...,0•• 7•.0' AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK/PUMP TANK FLOATS, AND ONE PUMP, THE SECOND VALLT 13'..1.. 15'..7.. 19'..11 "19'.:11• CON -AfNS TWO PUMPS. Dim "B" Jim "C" 4' -H" 1'_O^ s'-H' 7•_C` 4. 45001 GALLON TANKS OR LARGER SHALL HAVE APPROVED —A> DWG. N0. THPFF RISFR9 AND I -IDS- 1 'i -- - 7-1 9' -1' la' -L"- PUBLIC Wi DIRECTOR DATE flim "D" 3' -7" DES. DWN. CKD. DA'E 5' -6 1/2- ,.Y -,EG TP 4/2007 Dire "A' C ea- Access opening Contraeioi to Core Dill Dr K ^ocKout�. ++ Hoye In hitA -Pipe Gro.;t Both Sides <no kout Typical "`...I Li � I 1. Precast Divider Draft , v DETAIL 1 PLAN VIEW Slo: Bat^ 5 des Locoing Frame do Cover Vent P ;ii Adj�,st to G'ode Air A �..as -iahl ?ptional 3 Places (2 Ploces On 577 -GA) 4 o t ♦N� -Ar 7-1 , _ !rs ectian Tee ;Z 5o INLET 1 �r -- s P - ypical ' 1 — -y -- I �S- OUTLET L I r•_ Tee o• I I a Eww- -------- - - - - -- :' I iD D.m "E" I I c-, Water Dep;n I I E Goul All 7 A ou�d 1 slot Ho: yaea S Length Lengt^ �+ SECTION VIEW AA Gallon Capacity 600 804 100C 1500 2007 2500 3,000 4000 5000 602L 7000 UY Cv, Mudtol 1 377 GA 377 -tA 441 GA x,00 GA 612 110k 612 -CA 7.2...GA 712 -GA 614-GA 518•-GA el(I GA Dim "A' 7...,0•• 7•.0' 9',.0° '1• -2' 12',8.• 12' 8" 13',1' 13'..1.. 15'..7.. 19'..11 "19'.:11• GREASE Dim "B" Jim "C" 4' -H" 1'_O^ s'-H' 7•_C` 5' -0" ! _2 ". 9' -H" 7'- 7" 6'-8' 8'-t%" ._ W -H' S' -C• H' -O" 9._! "'__t. N3' -G' 9' -7' 14' -G 1 %Z" 9' -1' la' -L"- 9' -I1" l0'_'i" flim "D" 3' -7" 4' -11 4' -2" 4'-3" 4' -7" 5' -6 1/2- 5' -1" 6' -8" 7' -4' 7' -1' S' -D' Water ueptn i -r- Y -.1 4• -4 d -lU- 1 -11- S -! lrL- 4' -`!" 4' -t1 h' -d- a " -1- 5- -d- t1 - -r" CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N � UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND O LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Z EXCAVATION. RIM = 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING CID DO L - -_J -J 151' TOP VIEW 1 � 0 e�esesessessesessessidesesessi0 b00000000000000000000000000�� ' 111 6 NOT TO SCALE E E, WM F 8000 GALLON STEP TANK RIM = 351.10 CONTRACTOR RIM= 351.10 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRADING GRADING 24" 24" 30" RISER RISER RISER TIN' OF TANK = 347.10 32' =2534 GALLONS 4" WORKING VOLUM IE= 346.10 C EMERGENCY STORAGE 426 GALLONS °O OAT ON FLOAT OFF A3 TANK CAPACITY 56" =5040 GALLONS DETENTION CAPACITY BOTTOM OF TANK = 339.10 24' -11" REQUM 1Yx 12'x 12' DEADMAN SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) BAFFLE WALL AN ORFICE PER COY SEWER GUIDELINE REQUM Irk 12'x to DEADMAN 10,500 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 0- 4 HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG - SD TYPE "13" LIFT LUG - HD 8000 GALLON STEP TANK RIM = 350.96 CONTRACTOR RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRADING GRADING 24" 24" we RISER RISER RISER TOP OF TANK = 346.96 32" =2534 GALLONS 4' WORKING VOLUME IE= 345.96 EMERGENCY STORAGE 426 GALLONS °O OAT ON FLOAT OFF PACITY 56" =5040 GALLONS DETENTION 1/3 K CAPACITY CAP BOTTOM OF TANK = 338.96 24' -11" REQUM 1Yx 12'x 12' DEADMAN G SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) BAFFLE WALL AN ORFICE PER COY SEWER GUIDELINE REQUNiED 12'x 1rx 1Y DEM*MN 79880 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 10" 4 HOLD DOWN STRAP LOCATION 0 TYPE "13' LIFT LUG - SD TYPE "13" LIFT LUG - HD SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS H TDevelment � FOR CONSTRUCTION B, Date: vices Engineer A PIRES: L } m Design C ftwia: NA:rEes: Un torm Plumbing :ade - Appendix H 1. 'ZaAefete: 28 Day : o^tOteeaive Strength I'e - 45UO psi Number Or Meals Waste 71co Retention Storage '':n Capacityr 2. Relaw: ASTM A -615 Glade 60 Per Peak Hours x Rave � lime x Ncctor Galva -3 3. Mes ^.: ASTM A -185 orode 65 � o 4, D£4ign•. A.01- 318 -02 B;:iiding Cone 0 ASTM C 857 "Mi ^;r l r Si Design i for UnderTound I'receat Go^vete Utility Structures" 5. (antis: .1 -20 Truck Wrael w/ 30% Impact Per AA511TO GREASE INTERCEPTOR 6. !. Fit' ra " Water P& Ta. l Al - "° g SSam Ca-trac ?o' 'a Supply dc - rstc -1 All Piping b: Sampling tees 0 S. G-ay Waver only, Bacot Water Sholl He Carried By Sepa•ate Side Serer NOT TO SCALE ScAL.k:3,f8" = i' -o° CALL BEFORE YOU DIG N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N � UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND O LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Z EXCAVATION. RIM = 351.20 CONTRACTOR TO VERIFY WITH FINAL GRADING CID DO L - -_J -J 151' TOP VIEW 1 � 0 e�esesessessesessessidesesessi0 b00000000000000000000000000�� ' 111 6 NOT TO SCALE E E, WM F 8000 GALLON STEP TANK RIM = 351.10 CONTRACTOR RIM= 351.10 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRADING GRADING 24" 24" 30" RISER RISER RISER TIN' OF TANK = 347.10 32' =2534 GALLONS 4" WORKING VOLUM IE= 346.10 C EMERGENCY STORAGE 426 GALLONS °O OAT ON FLOAT OFF A3 TANK CAPACITY 56" =5040 GALLONS DETENTION CAPACITY BOTTOM OF TANK = 339.10 24' -11" REQUM 1Yx 12'x 12' DEADMAN SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) BAFFLE WALL AN ORFICE PER COY SEWER GUIDELINE REQUM Irk 12'x to DEADMAN 10,500 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 0- 4 HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG - SD TYPE "13" LIFT LUG - HD 8000 GALLON STEP TANK RIM = 350.96 CONTRACTOR RIM = 350.96 CONTRACTOR TO VERIFY WITH FINAL TO VERIFY WITH FINAL GRADING GRADING 24" 24" we RISER RISER RISER TOP OF TANK = 346.96 32" =2534 GALLONS 4' WORKING VOLUME IE= 345.96 EMERGENCY STORAGE 426 GALLONS °O OAT ON FLOAT OFF PACITY 56" =5040 GALLONS DETENTION 1/3 K CAPACITY CAP BOTTOM OF TANK = 338.96 24' -11" REQUM 1Yx 12'x 12' DEADMAN G SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. (TYP OF 3 PER TANK) BAFFLE WALL AN ORFICE PER COY SEWER GUIDELINE REQUNiED 12'x 1rx 1Y DEM*MN 79880 SF RETAIL BLDG STEP SYSTEM NOT TO SCALE NOTES: ® HOLD DOWN STRAP CLIP 10" 4 HOLD DOWN STRAP LOCATION 0 TYPE "13' LIFT LUG - SD TYPE "13" LIFT LUG - HD SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMETNS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS. SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES DETENTION VOLUME: 5040 GALLONS WORKING VOLUME: 426 GALLONS EMERGENCY VOLUME: 2534 GALLONS H TDevelment � FOR CONSTRUCTION B, Date: vices Engineer A PIRES: L } m � � o 0 0 0 0 CD a 0 w CN M Z �_ w o o U Z Z 0 C-) z a z z U-1 w w 3� Y U U U ° U U U J i o Of (If m M m M d M z S w w w w w Ir w w i Ili IX 010 © ©0� OH g AR ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360 -352 -1509 W W W.SHEACARRJEWELL.COM W V� 0 J_ W j0 Q X C9 H �Vz G WWU) LU Il'— 0 W Y C•� w W W V ONE Npi AT RILL SCALE E NOT, SCALE ACCORDNQY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: LHURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD NECKED/ APPROVED BY- JIM GIBSON STAMPED BY: JIM GIBSON HORIZONTAL SCALE: N/A VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRANANG FILE No: 1290 -01- UT -06.dW DRAWNG No: UT -06 [SHEET No: 18 16 1 s J I O 1 O 01 N F-0 30' 30' 60' SCALE: 1"=30' Scale FEET N:3 e► C E SEC 29, T 17 N7 R 2 E, Wm F A H 1 CP!C \111. 0-0 PROPOSED SINGLE MOUNTED ILLUMINATION POLE 0-- � PROPOSED DOUBLE MOUNTED ILLUMINATION POLE O PROPOSED BOLLARD LIGHTING ® FIBERGLASS JUNCTION BOX CONDUIT O CONSTRUCTION NOTE CONSTRUCTION NOTES: L1 FURNISH AND INSTALL FOUNDATION AND LIGHT STANDARD PER MANUFACTURERS RECOMMENDATIONS, SEE LIGHTING SCHEDULE THIS SHEET. O FURNISH AND INSTALL FIBERGLASS JUNCTION BOX RATED FOR STREET LIGHTING. J -BOX LOCATIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL ADJUST LOCATIONS AS NECESSARY TO PREVENT CONFLICTS WITH OTHER UTILITIES WIRING SCHEDULE RUN CIRCUIT WIRE /CABLE FIXTURE NO. CONDUIT SIZE* REMARKS 12 AWG 16 AWG 18 AWG 18 AWG NO. NO. TYPE TYPE HEIGHT GRD 1 1 1 A 2 1 1 ILLUMINATION TALL UUIYLIU1I WALL t5t Y;HWULt 40 PVC UNLESS OTHERWISE NOTED. LIGHTING SCHEDULE LIGHT STD. CIRCUIT SERVICE FIXTURE POLE POLE TENON NORTHING FASTING BASE NO. NO. NO. TYPE TYPE HEIGHT TYPE i STYLE 1 A 1 KSF3- 10OW -MH SP 20' N A 590692.95 1118908.43 FIXED 2 A 1 KSF3- 10OW -MH SP 20' N/A 590611.20 1118906.19 FIXED 3 A 1 KSF3- IOOW -MH SP 20' N/A 590609.70 1119052.66 FIXED 4 A 1 KSF3- 100W - -MH SP - 20' N/A 590607.29 1119141.13 FIXED 5 A 1 KSF3- 10OW -MH SP 20' N A 590515.56 1118805.26 FIXED 6 A 1 KSF3- 100W -MH SP 20' N A 590446.23 1118904.33 FIXED 7 A 1 KSF3- 100W - -MH SP 20' N A 590374.26 1118902.31 FIXED S U W 4... U) Z m 10 J LLI j O w muz _O RETAIL W W U) LLI o i 4 BLDG a W LLI cV A— I'- i ` L Z • 1 __. 7 w o ZZ� W w I — -- a • W . a w w w N w Y U Z O O O CD m o YELM AVENUE _ - rn } (STATE ROUTE 507 ) v % w cz N U U CD m ar GO CALL BEFORE YOU DIG �o N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o ;7- PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL N o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND 015�- LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY a z EXCAVATION. BASIS OF BEARING N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALI) HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALI) HILL RD. ELEVATION = 359.66 V D FOR CONSTRUCTION Y. Date: "t: �/ u Dev opment Services Engineer P - VAL EXPIRES: d I O I \I �I �0 © ©Dc W m U) Z m 10 J LLI j O w muz _O 1 - W W U) LLI ~0� YVw 4 J W LLI cV r7 I'- Z ZZ� W ° z w w w N w Y U Z O O O CD m } w U N U U CD m a i m m a m 0 w w w w w w m m m m w �0 © ©Dc <pWARt) �C� 4 OF WA hly � Q S Q i O � z T 42010 �GISTf V� ZONAL '`0 #10 ONE INCH AT FULL SCALE. IF NOT, SCALE ACCONONK,LY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: JIM GIBSON CHECKED / APPROVED BY: AMY HEAD STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1'= 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01 -IL -01 DRAWING No: IL -01 SHEET No: 17 , 18 W U) Z m 10 J LLI j O XQP- muz _O 1 - W W U) LLI ~0� YVw J W LLI V <pWARt) �C� 4 OF WA hly � Q S Q i O � z T 42010 �GISTf V� ZONAL '`0 #10 ONE INCH AT FULL SCALE. IF NOT, SCALE ACCONONK,LY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: JIM GIBSON CHECKED / APPROVED BY: AMY HEAD STAMPED BY: JIM GIBSON HORIZONTAL SCALE: 1'= 30' -0" VERTICAL SCALE: N/A DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01 -IL -01 DRAWING No: IL -01 SHEET No: 17 , 18 3 N C J I J s v z 0 Cn s F-- W M O J 0 J Uj w U W O U Q 0 0 Co rn t N O � C W to � N I E v Y � U rn N o� N �o ¢z 1 A AAFPAM1 j9 L01MNVY211' MWW FEATURES & SPECIFICATIONS WE ® NK — Meol for use in our Into, greet lighting or parking evens. COwtT1I1CIlON — Bugged, .gE' thick, aluminum nmtilimw housing. Farmed tar musdhrtight ad and ilosgrky. MmumNV anodized, mended, aluminum does fietus with mitered owners in retained" hwal .NN' diameter hinge pion and eared with (rag guanwr- tu n, quick Millions faotamr. Wasthmemf goal baeaowo hmusitg and dear harm is sesamplidlod With on integrally donignd, mended ailizene goekot that snaps sob door Gene and ceathnr junket appimd to the housing. IBININ — Steidmd finish is dark Wr® 0M polysmwr pasrrt , finish with Char ambiteohnd molars ■vambh. OPFMK SVXFM — Refinancing: mentioned aepaontd ref outers provide sa- psrier uniformity and oamrel. IMFS Type W optic is rain able and itter- ahoagseble. Thee auteS distrbooUOen evaiahls Typa III [uymmtriCL Type IV Bevaevd throat Tye Y lsgram urmatrioen. Law is .126' ihdc, imeut- rogmhml tempred Vince uilh therood"ppled, silk careened ahidd. BE6T■■M SYSTEM — BoNad: Csmrmtttwcsrtege mtotrevmfanner Super CWA I&CCWA opdwd Pula -wt boll- Optional, 1V r copper-wound and fntory -tamd. Sealant Poroolnin, psaiiw- oriermod, horizontally mounted. mogul -bass socket with copper oft oliaEpkted ®roe shot end awdw aotooL UL listed 18M—MN. IWTALLAIIM — Extruded skuninann arm for pals or wall minting. Slipped in fiamus swine. Op6emmd msuniragg aamilYa UIU M — UL Listed (etmadmdI. CSA Cmrtiied (see Optisne). ROM Ccmifmd L• Optional UL Utad for 26'C ambient tompara m a and wt locations. ME rated. 1.11 g 1 or 0o T__ �-' As... GaMing A1wa~ KSF3 METAL NAIIDE Imm HIGNPIESSIAIE$ODIUM Imm 25 to 40' MoBatinl *soifewioso 'wbight 13 gds Lotwh 11 [be 011.3lgl 2BRm Sr_ I m 12 1r EPA:3Dk? (Anil D Goaludns rail V7 we__ VW Isngda:2F1 ion) [Arm widdt �14A(JZ Sion) }-- L Baplft 111.112 fa]) k%v"oo Win Drili i Tamshu Arm: 12 (31161 TBY' bracket 'wbinit as cee6guuid Slmo41Pm40AtaP s MULDAW" t in arrmple helium %WE 7 Al diagalsm we inning p mod an n C unison mlNains spa ifil SposAmaian eaysot to design ahoy onion. ORDERING INFORMATION For shortest bled limos, cosftgnra product using sbmilud opruala (Annie s in bold(. Examph: KSR 10NM R3TB SP12 LP1 KSF3 _ Fswiea 11129 wat>eVg MoLdlh nre�re •at1dlYQa Yekgga Mousing Bsllsot Options 13 gds Lotwh Ildw q Shand Mmammwi in iinor. 2BRm Sr_ I m 12 1r hNdre ill SF SiaglmiuselM.V7,21TP 210' pflTa am 11a_ owed poh Cwl Conatet OF Double fua 201L 24M 492P wattage V7 we__ VW isolated EC Emorgarmy simile isolated bracket MEMA triet-look mmptmck Ain 41113 VW__ woad pole only (no phamaeteodl Mai= or won SCWA S*ur DNA ORS Owes rasriu mipsoxf [- E TBY' bracket pulse mart ORSM ORS *an dday' lampm IN iddiAri I,IlP Imp &A• Csabg Nssir =NZ 0Al2P De a arm ballast HS Hasesids shield' Ihialdtl Dmk hronse Distribution (pm�Is 11117RSDNkbslbat CSA CSA Cre6d MR whim 1 w .19 tlrobeoo of .126' ev .18r. Shafts we m -psi with • IoegihdInai deistrc o DA12WO Degree arm sus be "Kam to NOM NOM Certified DID onk Ili EfTypslaar"owNie [omi' Tmmdasr wll� wed —0 —melees D11AQ Mee�M�i�mham M T1'N I%forwad IDMA Meet sin e'obfms. SCWA ilia PEI NEW tuiatfsek PE (120, M. DIM ealmoal RIB IES Tye V alusrer steno[ 00 may beesgrmdin DIM ahMiNs MEN — Owk hum an 100111 polyadr pondr amendment. Odor enhimc- KTN18 Toxin moot glow omm' regulations. Domaslt P© Nam Wt-kdr PE rAm CR Cmrrosion- mounting bull omlbodlio. PE4 NBiM twit -look PE (diffa nodtst Mete of mind red having ■ minitan yield strongth of 66m0 psi. halo O F PE7 NEMA tot -desk PE WN) CNT Non -tick Nom: CJ f1 0 SC Shrting cep for PER option Protective a Nuiamboblauddi m- ji $ � coating I TyPYSgaansuiss Brmbmnpodf. a Mss ollaable waning■ help in,- Armsomne : TwmNattmog i9 klpr a Mudgm* cw i• coo w ca". oludd. 4 s.1 4 4 Opdml mete t4 hdlg list col MR a Amdlbb Will NcA No dolibutimus Oder t mq oruio catalog somber. 0 11 >ti # i i V N1.11za,zn.ONitLbesdq. a*. e s Nuakr of features MW notel WA lonp I ®pmrmd bosmog. Fatnssdl "bag build an a' mull bni�' 6 Opimd fk&bp hotoot (1M. M. s.4 >t kbybs oaims m m mmooef Tema D.B. Dnc Tmu0110- To !Mr Threel♦1lS•Th meMSP Fourem Vi.4N M.Nota"ibhbmihCIA. 11 Soo mooutli6wb.muromboobm :,a►f T20 -1a T2I T20 -2w T20,� T21-311 T2B 11 Shim ap®hly iv ddiimul Color options. 2-7/1' T26 -14 T25-M T26,2111 TA-M TM= T2640 7 Msstmpaoi[p making. Nil mwibhh am t2 Mnilmiw4 l' T26 -1■ T26,2M T21,2111 T26,i® T25 4M T2i40 Tom 13 Mmd be semifisd. KSF211S House an shishla 13110111MIFURtJIMM olaidesr i .Y- $boltK91 -MS AL -350 &A• Csabg Nssir ORDERING INFORMATION Lead imea wail vary depending an Moans agaaclied. Ctmsuk with your miss reproaerltalive. rxomple: SSS 2D 5C DMts DDB ass ShmR typo Namnul niaft Nuitrnai ■baf! base airsF Mounting' Options Finish' length waN thiakmw Town kfomeim Shipped Will ® Dark began is _ui fin an bark pop) a Den top liko Lass anchor India OWN Wkite psw beak pogs.l Tzo zWOD- IfNPSI W mirotoo darer 11L Blok Tzs z iNlkl.Imit TP Toner poop 011111 Madan brown RPM HE Hr®rtal am bracket DM Nord shninam Tor a- WOD.IYNP81 p fmoerliv Go Psal"sid fiigh T16 4,0D.0-1/YNPSI FBI" Fiction sstlit ban 1t okltrimP Onts i at or FBL= Fmm SR vAbt Imos ON11 zs1w dmtricop 116,7ll. z it tar midh area I2CPm 1/7 ppeow lids d MCem Atl' meplili f MIN sister IOM f compliant Mft sat in IINlm 1F7r tlmmded a }pbr' Min 4 s or mwm AW dunmded eppl' Ad1 XM=DrdMmsid IWO I'denaddalppw OMmkS I tar FSbm Ears hnmdboku NOFES: LM&U z -I@ 1 Wbon mdminp hmoo amm , ad deity srmetig for one apps O 1s AS later Pda. klbwth s emr4k: DKWVM. The =Wdsoirm wgmatm an Oblaollit a at tr era handball. I>w ou 4mQ' HANDHOLE ORIENTATION z flow 11101 % tsRbme In be mind fora prtisolr Initiation dmpssi AENIS Sssood Oral hbeiooto C no the lmild" tit bowl. Ida to die Tehmbd Data Section BM1atfr_ 1 star alibi Omdm►Biderfi►OdgogTaommm. DIUAST_ intoner a Isseet'r or Y In do&*" fain Kill: 1.5 OM1akSlr. DktMW_ 20111' 4 Spaudy bcobae and eiamesin muss sderig optioo. On"I f_ s at er D 8 Fart otY: Spaeily the bail jot in last ire bbl. of Pala. Ommo f_ 4 m w 1itr- ssmzal -zs OMEIBSapped Brill Mauitieoe*' For1mY'. spegilymisdotin balm handball OACAI MIiNlrr_ itor A3raplba deofbaisMmmlimMONJs sldirpogn, DMaiMU_ zat1oP A 6 FIs sa in 1 ra LAY DD wnea owmoai. I>wlarilllf- 2 of or N andhol e I Cambiotdco of taam-top and drill merest requires calm homhol. Missing- saw 7 Aidimal Milan OWIDik sea mmwfiAeiossm/mnhmbas. 0111411INNT_ 4 s w PredKrfinrmaundKd. oubbor Shoat t:P06 -SSS PL-320 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. C KSF3 Arm- Mounted Rectilinear Cutoff Lighting CID s Idiot F M&Whs ialukpW thelh Iraq br11u comma aaKtori FEATURES & SPECIFICATIONS Is. IL - 128 asIt- As CONST11lc11OM KSF3 IMM R3 woldeble- grads, het-rolkd, oommemid sp-Iky grban Mind Wising with ■ AmaAar BaW Raisin thidmuui yif of poi Otyw i4® pni Q Vlongt. Unarm wall D'� 1 w .19 tlrobeoo of .126' ev .18r. Shafts we m -psi with • IoegihdInai deistrc o SSS resistance avoid. Ungar* asters in ammo- seaticn with list sides, small Test na. 93MMI mew radii and mdat turning. Am I*Mo sluilk widths eve 4', 6' and P. COOfLIWIFunuu lam Arohor ban is fahricabd from hat-mild oadosa swai plots that moats w maws a nsinimmn yield strength of 2%= psi The subw base in preidad 1 LOx2Q0 with doled False. Bsea cover is finished to match pain. M .B a A rev d A handeole Faring neuiind dimensions of r m F for all shdw. Included is a �(u� SiAAICNT STEEL cover with attachment soma. ui Tap cap provided with all drM -mmt polls. 406 Foommorn era high-strenoth galvanized zinc -pInbd or stainless owed. I 1x3Gx4 MEN — Owk hum an 100111 polyadr pondr amendment. Odor enhimc- CV trol mall s oonambk. S_ wuilrlitlsrmb.sag4nb®Imu. =951®Bdi — A oat holder kamted immediately inside the handholm rim is provided (ground bolt and lost provided by sdharal• s Ma BBLTS — Top portion of anchor bait in galvanized pr ASTM A -162. Mete of mind red having ■ minitan yield strongth of 66m0 psi. ORDERING INFORMATION Lead imea wail vary depending an Moans agaaclied. Ctmsuk with your miss reproaerltalive. rxomple: SSS 2D 5C DMts DDB ass ShmR typo Namnul niaft Nuitrnai ■baf! base airsF Mounting' Options Finish' length waN thiakmw Town kfomeim Shipped Will ® Dark began is _ui fin an bark pop) a Den top liko Lass anchor India OWN Wkite psw beak pogs.l Tzo zWOD- IfNPSI W mirotoo darer 11L Blok Tzs z iNlkl.Imit TP Toner poop 011111 Madan brown RPM HE Hr®rtal am bracket DM Nord shninam Tor a- WOD.IYNP81 p fmoerliv Go Psal"sid fiigh T16 4,0D.0-1/YNPSI FBI" Fiction sstlit ban 1t okltrimP Onts i at or FBL= Fmm SR vAbt Imos ON11 zs1w dmtricop 116,7ll. z it tar midh area I2CPm 1/7 ppeow lids d MCem Atl' meplili f MIN sister IOM f compliant Mft sat in IINlm 1F7r tlmmded a }pbr' Min 4 s or mwm AW dunmded eppl' Ad1 XM=DrdMmsid IWO I'denaddalppw OMmkS I tar FSbm Ears hnmdboku NOFES: LM&U z -I@ 1 Wbon mdminp hmoo amm , ad deity srmetig for one apps O 1s AS later Pda. klbwth s emr4k: DKWVM. The =Wdsoirm wgmatm an Oblaollit a at tr era handball. I>w ou 4mQ' HANDHOLE ORIENTATION z flow 11101 % tsRbme In be mind fora prtisolr Initiation dmpssi AENIS Sssood Oral hbeiooto C no the lmild" tit bowl. Ida to die Tehmbd Data Section BM1atfr_ 1 star alibi Omdm►Biderfi►OdgogTaommm. DIUAST_ intoner a Isseet'r or Y In do&*" fain Kill: 1.5 OM1akSlr. DktMW_ 20111' 4 Spaudy bcobae and eiamesin muss sderig optioo. On"I f_ s at er D 8 Fart otY: Spaeily the bail jot in last ire bbl. of Pala. Ommo f_ 4 m w 1itr- ssmzal -zs OMEIBSapped Brill Mauitieoe*' For1mY'. spegilymisdotin balm handball OACAI MIiNlrr_ itor A3raplba deofbaisMmmlimMONJs sldirpogn, DMaiMU_ zat1oP A 6 FIs sa in 1 ra LAY DD wnea owmoai. I>wlarilllf- 2 of or N andhol e I Cambiotdco of taam-top and drill merest requires calm homhol. Missing- saw 7 Aidimal Milan OWIDik sea mmwfiAeiossm/mnhmbas. 0111411INNT_ 4 s w PredKrfinrmaundKd. oubbor Shoat t:P06 -SSS PL-320 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. C KSF3 Arm- Mounted Rectilinear Cutoff Lighting CID s Idiot F M&Whs ialukpW thelh Iraq br11u comma aaKtori t.Rasbnwiism odor dibibrfosscoowommuodbonsasmlifaMiiamn Is. IL - 128 asIt- As z Far obnei oul damrtetili. am & ydmi al data fib. KSF3 IMM R3 KSF3 1000M R4 �••. 43 KSF3 1000M INS D'� Tas1 taro. 99091002 Tart no- 90090101 e-e 10-12 Test na. 93MMI alas U6 COOfLIWIFunuu lam CMBMeITan,VRLMU= CWFC6arlFWMR M 1 LOx2Q0 I 9119 M .B a A rev d 1 J .1 = A A A IIIAl ui 406 I M-12 I 1x3Gx4 t� CV j g is m s • M s a O F ° F O CJ f1 0 ass ji $ � 0 7 E n1 30 IR as ° 4 s.1 4 d 4 i i a i a i8 0 11 >ti # i i f1 O t ft ll a s e s MM mmel kgMn lenp I WAllornws began- Famiedl whoa lad as t.' sasedy hei hf, MW notel WA lonp I ®pmrmd bosmog. Fatnssdl "bag build an a' mull bni�' I�tY wool holds �P tar a■ esuid boes a �+im Type N, oddL dsrimisa Ty*o M, sswB. Fnmedb "loo based an r.Y mgsig ditribrmmn Ttpa'l, along. "Et, KSO IONS R3 KSF3 IMS R4-HS KSM 10005 R5S Taw nat. /3/91101 Test tin. 90030/02 Teas no. 99091201 Y CMUAMffAFVZIAM A ,2 J A J di (11MC 91Fflagoo an Js. = +� -'3 13110111MIFURtJIMM i .Y- A, J J .A J Z U U L 0 3 p O 23 Y a b C) 1 i o 3 2 a as 23 E 2J ° N n25i ' a s a a in is g a25 ° ; C o°3' O1 it o oft ei a me Q Y a s a i 0S ¢ 3 a i i i 1 hods pnl b Mdse bbl*. Mitm nand bmamo frs1 low Pm adbn barpt 1at/m m red losses. 1 ®W ' molass boos a W named, h "jk �hibol:ea Ty*o M. Fologb s vdre blood oo s.6' Kooning height ditrioim Typo N. pressure mo&mw lsep 1 -� mad bnoes. Flow models build a ei' assessing hilt, along. a". dikit6n Tye V, oodE Mooning Noight: Carectiat Faction, Run: ialukpW thelh Iraq br11u comma aaKtori t.Rasbnwiism odor dibibrfosscoowommuodbonsasmlifaMiiamn Is. IL - 128 asIt- As z Far obnei oul damrtetili. am & ydmi al data fib. Mart- l7 I Twad * rwnnt N3 and MM bwadri odor debfind llmeary, sandl®a. Y'rime 41 room man two Nommn I - Islseamry gold �••. 43 ad snml ns000uimaa. g'mmembn� WMFmtoles am bolls "the mat D'� WMd smildi dNo and 4n ss 'sat ism e. Csnsctisn Faster e-e 10-12 n JJJ (A A "aWnWlfir ussilioull'IM Odder iiabing �w�a000 ��. �+ —w�.pwrt� Jr 'g-$ em Aoni gBrands Lighting, loo, Bas Ila*& U m ti lnn WW mnlma G%a>dlf t® Mount ne- guno-limma- Li$badk s! n IHE als.con SSS Square Straight Steel Poles I Lmin ,ap ' - f BASE DETAIL tier 10' • mwt Batt Beam CVClo Size A 99it9f� 20 -- - -- --- 60x2Q0 -•--- Q126 11 •�•• 17,71 �••. 43 .+. 112,7 3q 1 44 w 1 236 e-e 10-12 xJ{nxJ 1x3ix4 alas U6 1 20 1 LOx2Q0 I 9119 1 7 12211 703 IIIAl VICItr2l 406 I M-12 I 1x3Gx4 266 CV I Lmin ,ap ' - f BASE DETAIL tier 10' • mwt Batt Beam CVClo Size A an laltl)oCBan I Brea 54URM C ABCIHN Wyaoeoose Taamm a 8dt Andes Bolt Manger Disown noncom CC S-iff 24x1' -4' r Amn4c ABte -0 inisoo 1 6' 10'4r 34W4' 11' A838" Anwo PJ6OMG IIMmf MAMA10NIMII: + 08 act must Pin nihaat having fmhres iehld. • Fee ad ess*batn mood be and ssmn an seebw boor. Lemois nil not accept loin, Tor unseat mnievags pll ~ dui is fiihn to w fog" tow w. .II polls mu sound amiss, all "Ed" sampling mmoatbe mnppad is makewtj to pre It finish damogs. • Lidsni is oat rn*mWbl 6n, to fumbling dooks. • I=WbtiM mans guilt ti bo pebad ssdrr boss in Komori fill second W& frxmssiol. O PMAST: . Thsso apsoilionfiess are intended for gmrd enp®s asp. Lidaalm nuiaves to right d damis m- i w doom, mirom prior mseiam. n m rmiei t afort to r*gmdo ih Products. fA AJ77AMWA ,! MMYNAr IiMwio u9fiisg >w1nalhlb�rlp9njr sddge One Lihssmn flip Caaysm. GA amt i $boots Poa� Phow:nLM4MDFox770AMIM •T$�$ IN M AKObp Brads Llgbhng. Ina. Nov. 1310Mi n JeMnsiam M E F 9 W FOR CONSTRUCTION Date: Develo ment Services Engineer APR AL EXPIRES: /Z % C:' REMMEC 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM W 0 z 0 H a Cz SusanC J J ��W/� Vet► W.J0 _a0 �(a)Z ww� F- � U)♦�♦ V LU W �W V �pWARp OF WAS G Q i 0 ONE WCH AT FULL SCALE F NOT, SCALE ACCORDIMMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: S HOEY LEES CADD CHECKED BY- JIM GIBSON CHECKED BY- JIM GIBSON CHECKED/ APPROVED BY: AMY HEAD STAMPED BY- JIM GIBSON HORIZONTAL SCALE: NTS VERTICAL SCALE: NTS DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01 -IL -02 DRAWING No: IL -02 SHEET No. 18 , 18 Of w CD CV M Z O CJ Li1 M U Z Z M W (7 FN- U Y Z U U U 3 C) U Cn U U M a rL M W w w w w w r W W � � Cif REMMEC 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360352 -1509 W W W.SHEACARRJEWELL.COM W 0 z 0 H a Cz SusanC J J ��W/� Vet► W.J0 _a0 �(a)Z ww� F- � U)♦�♦ V LU W �W V �pWARp OF WAS G Q i 0 ONE WCH AT FULL SCALE F NOT, SCALE ACCORDIMMY PROJECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRAWN BY: S HOEY LEES CADD CHECKED BY- JIM GIBSON CHECKED BY- JIM GIBSON CHECKED/ APPROVED BY: AMY HEAD STAMPED BY- JIM GIBSON HORIZONTAL SCALE: NTS VERTICAL SCALE: NTS DATE: APRIL 2009 JOB No: 1290 -01 DRAWING FILE No: 1290 -01 -IL -02 DRAWING No: IL -02 SHEET No. 18 , 18 A B C D E G H ,�0� U �� SEC 29, T 17 N, R 2 E WM SCALE: , =�o . Scale FEET N N L; fir` STONE FIELD FENCE 5 TO 11 FEET BARBED WIRE FENCE 40.`t' 1t1DE W/ OLD BARB VLIRE FENCE I CD is ' fit,'__'- --_-- -�-• `�= . _ `�"' '7! M2. 2.0 W14li`i ' 1 y. �q �•� �faaRBEOWiRE FENCE I- 609.85' CALC. , — 8" REBAR •` %STOiIE FIELD FENCE 5 TO ii ITH OF LINE `J' $ , --- - FEET ME I' // OLD BARB !,,IRE LS# 27195 y <j. FENCE • FURNITURE +yt -r �..� • >:� STORE �• =�:a aa0000aaao :. ++ Ll moo x} 1, 1 , :• .t:.� k-+ EXISTING s' •S'' .:`t.:j.;:��'; �N,•. '„i•.:1 ::. .•. .•.•..•s', :..:• r. RETAIL ' ': `: ��: ' t + STORMWATER < . .:.:.::..: . . • • °." • � � � INFILTRATION r BLDG 3 .•0• �/ + POND t }+ I BOTANICAL NAME COMMON NAME SIZE QUANTITY Q +� 4 n >I' rV.? W t I ;::• �L1 �r ♦' �� t +t-t / O caissa macrocarpa boxwood beauty 1 al O 00 0 tt t 9 49 n -} ' w � � ♦� p0 + ♦ - °0 ° 0 puronus laurocerasus 0 } } + ottolyken laurel 1 gal 46 11 Q floracion inbremo primavero heather 1 gal 18 4+ i• berberbis thunbergh rose glow barberry 1 gal 31 CONC.1"lALK • ''� --� — -t.� _ 4.� 3 — — + 4 juniperus chinensis old globe juniper 106TH AVENUE S.E. t -_ _ — z— 1 gal 36 - - 5----- 5- - - - -5- - -S - -- -S- 5 - - - -- ® ❑ -- 5----- s----- 5---- -.5 - -- ° ®° v----- w ----- w ----- w - -- - -- 4Y----- w- - -- -w-- — . �--/ 4 ❑ _°°- -= _ `v- -' --w- - - v - -- s . `�� 0 �� O corms kousa chinensis CONC. W-- - - -w_- s q So- ; -,.. .O O F -� Chinese kousa woo al _ \` O --4 r dogwood 5 9 6 s — — -- -- — -- Q ♦ ''. ♦ ♦ • • • ♦ 5�`,'` ` s ♦ � z i" acer palmatum butterfly Japanese maple 7 A5 g al ve ♦♦- -- - -- W ----- w ----- w----- 'rv----- W- V --- w ----- Yr ----- w — \) calle ana pyrus \ Q / + ♦ �\ ♦ i �` \❑ ry chanticlear pear 5 gal 10 c� 0 o N 0 fa r thuja plicata o EXISTING �� western red cedar O Zhk : ^, . 5 gal 23 ' BLDG 4. y 4J►' 0 Spy, , � � j- � Gvy+s l o1-h �✓ (a A�. ,�, f c. :.` Q , i I T '�• N �jrC > ✓c./ /11S Vjr jti/ � / /'7i e Design Standards rs ' •�" ! All Trash Enclosures shall incorporate the architectural features of the primary structures and landscaping to minimize visual impacts of the Enclosure. El �/ Z .; •< � � I {n Trash -,�; a Trah E d closures shall meet the height requirements of Table3.x and be constr _ , CMU, Wood or architectural s ucted of BLDG 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. a ,p 7,800 SF " Q �9 �'• /` 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. Th slab shall extend four feet beyond the gate(s). e Q Landscaping shall consist of shrub trees of the Thug Occidentalis Pyramidal variety equal) stand 3 to 5 feet tall with spacing at 2.5 feet on center. Type I i g ' .s.• ❑ t� \` yp or II landscaping ground cover as required on adjacent site boundari g Q h II Z J � W �. X 0 Z a W V/ Q W .J W W V es s a continue around the enclosure. WE Nat AT V" • ' $ F NOT. 9GLE AOCMVMY PROJECT ENGR /ARCH: JIM GIBSON �- --- - --_ �: •, �/` �i DESIGNER: --- �-�-- _ OWNER DRAWN 81R mQH S 88'18'36" E OWNER _ -- y _ ^�- / CADD CHECKED L9Y ❑ 395.94' 216.58' ;' � - CONC. CURB — - ---- - — CONC. WALK ......,..� � � % , — _--- — — �� :3` / r..� A APPROVED WA t p i �✓ CHECKED L3Y: _ _ '`EL''EA`EN'UE °iSTA ROUTE 507 - - - - -�--- - - coNC. CURB . -1 --- CHECKED/ APPROVED L9 NIA ----- -- - ----__ — N 01'41'24" E - — — — — O!' —�' Ofi 5� Y. -` 9.40' STAMPED iY /' E.P. — , - -- — __--- -- -- - JIM GIBSON a - " , _ - ______ _� _ -�ri_______ _ __________- i d FEB 1 2010 HORIZONTAL SCAIE S. LINE, LOT G BLOCK 34, / 1' = 30' -0' dAcrCE!!P{A IRRIGATED TRACTS �._._. ._ �- r VERTLCAL SCALE: NA CALL BEFORE YOU DIG DATE. � N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND SCANNED 12 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL FEB O $ 2010 N N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND SCAN N E D a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY Z z EXCAVATION. FEB 112010 OCTOBER, 2008 FOR CONSTRUCTION JOB No. 1290 -01 I3 : DRAWMG RLE No: Date: 1290 -01- LS-01.dw Deve pment Services Engineer DRAWING No APP VAL EXPIRES: 2 2i: LS -01 SHEET No: