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20070404 Redline Plans 03172009GENERAL 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 WSHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN 1 ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS ANY REWIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE 4. THE CONTRACTOR MAY BE REWIRED 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 REWIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REWIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A TYCO -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 O 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 O THE EXISTING CONDITIONS THE EXISTING CONDITIONS SHOWN ON THIS PAN 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 STALL 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 O YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION 3 (360) 458 -3835. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES b ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR STALL PROVIDE ALL FAGGING, SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. °g PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES. 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE s CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY s DAMAGE TO THE HAUL ROADS DUE TO HIS /HER OPERATIONS. THE CONTRACTOR SHALL COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK. 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF w THESE AREAS. ? 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR STALL COOPERATE < AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, 9? LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT. g OWNER. 0 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THOR ORIGINAL 'PRE CONSTRUCTION' STATE OR BETTER. 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE MAINTAINED AT ALL TIMES. R . 9. 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 o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND g LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CREEK STILE co or g Qfw.r 11'N E J G X a ►nn W nt r S Cchd Ii j-i Ova S of ApyvbvA,( t g-a +V3 b� i h c k (kA A c"n C,oVLr Sk4A_V Od CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCXy,E�L WIN CITY OF YELM STANDARDS, AND THE MOST CURRENT q y OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS A,OR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC' CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE WT 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 WT LOCATION AND THE JOINT SEALED WIN GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL . BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. 29,T17N,R2E,WM MIXED USE - COMMERCIAL RUCTION YELM, WA J6 LIL _I r P II I I lltl-n4 I ®®i lm FURNITURE STORE x P P�l k I PLANS (Aj�y q yum I; �V; c u> #1 n II I „ it 100' 0 1DO' 200' Scale FEET N OWNER/APPLICANT: PARCEL- 64303400501 & 64303400502 OWNER: RICK CHRISTENSEN 11915 CLEAR LAKE RD. S EATONVILLE, WA 98328 360- 458 -3602 STE ADDRESS 10602 106th AVE. SE YELM, WA 98597 CONSULTANTS: CIVIL SHEA, CARR & JEWELL INC.. 2102 CARRIAGE DRIVE BLDG H OLYMPIA, . WA 98502 PH:: (360) 352-1465 FX, (360) 352 -1509 CONTACT: JIM E. GIBSON, PE GOVERNING AGENCIES: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 SURVEYOR: PRIZM SURVEYING, INC.: PO BOX 110700 TACOMA WASHINGTON 98411 PH: (253) 404 -0983 ZONING: C -2 BASIS OF BEARING: N 0157'71' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM: NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN 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 tK9 CONVIFSION 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. S.E. 103RD PALOUSE AVE. t UTILITIES SITE STATE HWY 507 S.E. VICINITY MAP NOT TO SCALE SEWER/WATER: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 ELECTRICMATURAL GAS PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA WA 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 � je +urh -Fo cb> rW+ S,,bmr +Ad 2102 CARRIAGE DRIVE, BLDG. H. OLYMPIA, WASHINGTON 99502 P: 360352 -1465 F: 360352 -1509 H W W x CA W O U 9 42010 W"AT CULLS F W. %Mf AMY 112[0.1t11H 1 r ` ` r$TA FEB 1 11009 JAN ZUU9 APPROVED FOR CONSTRUCTION 'Oa No 1290 -01 DRAMNG RIE Na BY: Date: 1290-01- CV -0i.dw A dOpnomt Semces Engineer DRAWNG No: APPROVAL EXPIRES: CV SHEET No: , SHEETIDRAWING INDEX SHT No DWG No DRAWING TITLE 1 CV -01 COVER SHEET 2 SP -01 SITE PLAN 3 EC -01 TESC PLAN 4 EC -02 TESC NOTES AND DETAILS 5 CC-01 GRADING PLAN 6 GU -01 STORMWATER PLAN 7 SD -02 STORMWATER, GRADING AND PAVING NOTES & DETAILS 8 SD -03 STORMWATER, GRADING AND PAVING DETAILS 9 UT -01 WATER PLAN 10 UT -02 SEWER PLAN 11 UT -03 WATER AND SEWER NOTES & DETAILS 12 UT -04 WATER DETAILS 13 UT -05 WATER AND SEWER DETAILS 14 UT -06 SEWER DETAILS IL `?L LS -01 LANDSCAPE PLAN - COMPLETED BY OWNER IS (AT-0-7 U1WAY M Lp r OWNER/APPLICANT: PARCEL- 64303400501 & 64303400502 OWNER: RICK CHRISTENSEN 11915 CLEAR LAKE RD. S EATONVILLE, WA 98328 360- 458 -3602 STE ADDRESS 10602 106th AVE. SE YELM, WA 98597 CONSULTANTS: CIVIL SHEA, CARR & JEWELL INC.. 2102 CARRIAGE DRIVE BLDG H OLYMPIA, . WA 98502 PH:: (360) 352-1465 FX, (360) 352 -1509 CONTACT: JIM E. GIBSON, PE GOVERNING AGENCIES: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 SURVEYOR: PRIZM SURVEYING, INC.: PO BOX 110700 TACOMA WASHINGTON 98411 PH: (253) 404 -0983 ZONING: C -2 BASIS OF BEARING: N 0157'71' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM: NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN 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 tK9 CONVIFSION 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. S.E. 103RD PALOUSE AVE. t UTILITIES SITE STATE HWY 507 S.E. VICINITY MAP NOT TO SCALE SEWER/WATER: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 ELECTRICMATURAL GAS PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA WA 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 � je +urh -Fo cb> rW+ S,,bmr +Ad 2102 CARRIAGE DRIVE, BLDG. H. OLYMPIA, WASHINGTON 99502 P: 360352 -1465 F: 360352 -1509 H W W x CA W O U 9 42010 W"AT CULLS F W. %Mf AMY 112[0.1t11H 1 r ` ` r$TA FEB 1 11009 JAN ZUU9 APPROVED FOR CONSTRUCTION 'Oa No 1290 -01 DRAMNG RIE Na BY: Date: 1290-01- CV -0i.dw A dOpnomt Semces Engineer DRAWNG No: APPROVAL EXPIRES: CV SHEET No: , A B C D I E SE6 29, T 17 N, R 2 E, WM 30' 0 30' 60' SCALE: 1• =30' Scale FEET N Mal A ' }}ppeenn ro MIA Il`IHF tP (1112.25 T) REFUSE A A FOR y i Vim' °" - -- RETAIL /FURNITURE BLDGS. 1 1 __.'� - - _--• ._��._. _ _ _ -_ _ . BAHBtD WIRE FENCE - n 3 catc.�5 E- SlEI3AT2ATEARCH. -_ -___..._ - -.:. - ''" I - -- PLANS FOR DETAILS .-_ -6' 61D WALK `- �o �+� t, ? ° �3• ? fios.e5 CASs. i 4 560 SF (6101s PER R.O.S. asssslo) F $. U00 6`. 1 ,h,. _� _ -_ i Tr14 l &. N2F HIRE 8' REBAR W/ P STORAGE JTH of DNE \ URNITURE LS/ 27195 STORE 21,600 SF CONCRETE - �• , - _ EXISTING / yE r 4 H N 6wrJb34LH6m _ _ / SIDEWALK (TYP)� E STORMWATER (SEE SHT SD-03 3 « p INFILTRATION % jFOR DETAIL RETAIL �-: W � � � o I POND rn BLDG o 22.70' N 20 SP CE W 2 DA 10,500 SF CONCRETE o— S, d / CO[�CRETE (SIDEWALK (TYP), / F PEDESTRIAN '� SEE; BHT §D -03 FOR WALKWAY N ADA PARKING STALLS DETAIL 60' 6' 20' 24' 20' 14' —0 G•S SEE SHT SD -03 FOR �. 0.7 ''- 2S• !` / DETAIL \ 6 5 � mI PA ES !I 11 PA ES - 1 % '. YELM ` ! EXTRUDED CURB I CREEK 24' 24' 1 rn 3S, S CE INFILTRATION (TYP) SEE SHT FLOOD m ° POND SO FOR PLAIN _ Q ro� DETAIL I �1�V11�5 a 6 INFILTRATI ONDI �w n y1p4f% 1 I , I �b S�`E SHT D -0 FOR �� s .. 0'..8 :•SIDMAL'K S. / 6 DETAILS Z / N �j M6 _ 226 Q 8 SP CE 4`_.... - 3 �o B 106TH r 0 N AVENUE S.E. CEMENT CONCRETE DRIVEWAY SHEETSD APPROACH < — FOR DETAIL4_ EX a N - - - - -- `� 5 SP CE REFUSE LOADING ZONE ! y A — a 10' - r . T REFUSE AREA FOR S• RETAIL BLDG. SEE �`�' 6 % 1 SEPARATE ARCH. - 'ryl EXISTING / PLANS FOR DETAILS CONCRETE Ll j T _=„d BLDG OADING ZONE PEDESTRIAN WALKWAY -% p 5 11,140 SF �phOJaN1' 2 EXTRUDIID CURB ," W W a i RETAIL � (TY11) jSEE SHT 1 < Q 1 - SD -1103 FOR I N t°i1 OD YELM i n a DETAIL ( u o - FLOOD •1 ca 9 LAIN ' o Q o CONCRETE I SIDEWALK (TYP) Y ° a 1 2i SEE SHT SD -03 a FOR DETAIL a RETAIL _ 1 w a U O % I I i BLDG ` tl a 1 a v tI W N to 7,800 SF p a 3 t- J N I � d I W � i u _ I g �l •� 01 � k v� r � 9 a Y 60' 8' 20' 24' 20' o �CW I I W OW I a> � - 15.7 ' r � � "� .� I I �, -..: _ _ ._._ bf . - -- - - -_ -._ v J S 8823'49 '- J i i 216.98' -: -_. • - ,.." is -L�_?� 395.94' a - - _. -. - L r = `— �•`- iD fXCe'FiDi! PER LEGAL B€SLRIP1i;Xv _ -- YELM'AVENUE (STATE ROUTE 507) N or.40e e _; a _ _ s.1D' _- f r _ CALL BEFORE YOU DIG o M r I NA r'11 <II , Ham., Eis Y 8 0 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND RIn PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND r h LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 'F gm SITE DATA: OWNER: RICK CHRISTENSEN 11915 CLEAR LAKE RD S 7 EATONVILLE, WA 98328 360- 458 -3602 SITE ADDRESS: 10602 106TH AVE SE XJo YELM, WA 98597 PARCEL NUMBER(S): 64303400501 - 64303400502 ZONING C -2 UTILITY SERVICES: WATER SERVICE CITY OF YELM SEWER SERVICE CITY OF YELM STORMWATER PRIVATE ON -SITE ELECTRICAL POWER PSE NATURAL GAS PSE TELEPHONE 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 1}I CRITICAL AREAS 1.80 ACRES PARKING REQUIREMENTS: 1 STALL PER 250 SF FOR RETAIL 1 STALL PER 400 SF FOR FURNITURE NO STALLS RED FOR STORAGE AREA INSIDE FURNITURE STORE TOTAL PARKING STALLS RED. 172 TOTAL PARKING STALLS PROVIDED 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 64 PARKING STALLS REQUIRED 54 11,140 SF EXISTING RETAIL BLDG PARKING STALLS PROVIDED 48 PARKINS STALLS REQUIRED 45 BASIS OF BEARING N 0157'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 7:18 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBUSHED BENCHMARK 6 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD ft 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 APPRO � ED FOR CONSTRUCTION BY: Date: Development Services Engineer A?PROVAL EXPIRES: H AR &ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603521/85 F: 3603521509 WW W.SHEACMRJEWEU.COM TV L u W " AT RILL SAE F NOT, SCNE ACWINHA_Y PRO.ECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRANK 9Y: L HURTADO JIM GIBSON SP -01 2 v 15 I 7 QZ XJo �a 2Vz H w 2 Q? LLI2� J > LLI a U) _j >_ f/1 LLI L u W " AT RILL SAE F NOT, SCNE ACWINHA_Y PRO.ECT ENGR /ARCH: JIM GIBSON DESIGNER: JIM GIBSON DRANK 9Y: L HURTADO JIM GIBSON SP -01 2 v 15 I M. 0 30' 60' SCALE: 1' =30' N Scale FEET SEC 29,T17N,R2E,WM F � ,II a, – W y+l INSTALL STABILIZED 1 - I w SEDIMENT TRAP —C1-113— CONSTRUCTION — CLEARING LIMITS SAWCUT OF ENTRANCE co) W F- ~ YUw SEE 1 �. -- - --- LJ W SHT. EC -02 _ _._ —_ - -- W IRETAIL -_ s I BLDG � - — - a VA T 1 1 I f �I I t , yn�IIt) FURNITURE STORE 1- e , c I ' Rarcnn :riei irr:cE W y+l W 1 I C3 UJI _j t , yn�IIt) FURNITURE STORE 1- e , c I ' Rarcnn :riei irr:cE ( 11 CLEARING LIMITS ) ' (TYP) 1 INSTALL SILT FENCE AS-61RE I� BY ENGINEER OR INSPECTOR / SEE DETAIL SHT EC402 (ffb), 1' INSTALL INLET MENT PROTECTION TO PROTEO,T NI STORM SYSTEM SEE DETAIL sNf E6 -02 (TYP) a 1 I L , r u I M TT A, wirw- a d� F 4� - p,Llsk� }9w1, t � I I �r --INSTALL INLET SEDIMENT T1 PROTECTION TO PROTECT EXISTING SYSTEM (TYP) , I — CONTRACTOR TO SAWCUT AND j REMOVE 1 FOOT OF EXISTING I ASPHALT BEFORE MATCHING NEW -/ ASPHALT s �l INSTALL INLET SEDIMENT TRAP AS,I NECESSARY OR AS WEATHER II DICTATES SEE DETAIL SHE EC -02 i I ° CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND g In PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND �3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY .� EXCAVATION. LEGEND: W y+l W STABILIZED CONSTRUCTION ENTRANCE INLET SEDIMENT PROTECTION C3 UJI _j SEDIMENT TRAP —C1-113— SILT FENCE — CLEARING LIMITS -- - - -- SAWCUT co) W F- ~ YUw 1 �. LJ W ( 11 CLEARING LIMITS ) ' (TYP) 1 INSTALL SILT FENCE AS-61RE I� BY ENGINEER OR INSPECTOR / SEE DETAIL SHT EC402 (ffb), 1' INSTALL INLET MENT PROTECTION TO PROTEO,T NI STORM SYSTEM SEE DETAIL sNf E6 -02 (TYP) a 1 I L , r u I M TT A, wirw- a d� F 4� - p,Llsk� }9w1, t � I I �r --INSTALL INLET SEDIMENT T1 PROTECTION TO PROTECT EXISTING SYSTEM (TYP) , I — CONTRACTOR TO SAWCUT AND j REMOVE 1 FOOT OF EXISTING I ASPHALT BEFORE MATCHING NEW -/ ASPHALT s �l INSTALL INLET SEDIMENT TRAP AS,I NECESSARY OR AS WEATHER II DICTATES SEE DETAIL SHE EC -02 i I ° CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND g In PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND �3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY .� EXCAVATION. LEGEND: W W STABILIZED CONSTRUCTION ENTRANCE INLET SEDIMENT PROTECTION C3 UJI _j SEDIMENT TRAP —C1-113— SILT FENCE — CLEARING LIMITS -- - - -- SAWCUT NOTES: 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP VIA INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WALL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE – CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION & SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REWIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. B. 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 PATH 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 015791' 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 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: 300352 -1465 F: M"52-1509 WI IF SHEACARNEWELL.COM -pVVA R D `k ZONAL � .0� n�o W NT AT PILL SD11E F Nm. 3 AOSI6NQY JAN APPROVED FOR CONSTRUCTION 11291 DRAI BY: Date: 1291 Dcvclolmi mt Services L'ngw= DRAB APPROVAL EXPIRES: SHEI EC -01 15 W W C3 UJI _j Z x Q O IL ww� co) W F- ~ YUw LJ W 'd' V -pVVA R D `k ZONAL � .0� n�o W NT AT PILL SD11E F Nm. 3 AOSI6NQY JAN APPROVED FOR CONSTRUCTION 11291 DRAI BY: Date: 1291 Dcvclolmi mt Services L'ngw= DRAB APPROVAL EXPIRES: SHEI EC -01 15 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). 1 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 WERE 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. & FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REWIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRAIN��R SEDIMENT FILAR DIKE&SEDIMENT FILAR 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 COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WERE 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 PARE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WERE MESH WITH 1/2 INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PLACE FILTER FABRIC OVER WARE MESH. 0 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 0 r 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC ° MULCH SUCH AS STRAW AND WOOD FIBER. 5 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WADE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL s 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 0 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. ¢ CHECK DAMS: 0 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK _= N MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER ti OF THE DAM IS LOWER THAN THE EDGES. E 2 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND RIn PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL S UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND n g LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY -3 ' EXCAVATION. E SEC 29, T 17 N, R 2 E, WM EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL. AT LEAST 18 INCHES 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CON TR CTION ENTRANCES 1. MATERIAL SHALL BE 4" TO 6' QUARRY SPALLS AND MAY BE TOP- DRESSED WTH 1" TO 3" ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL. 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. (INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. 'STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INRESS/EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL ERIOSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETNG, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. & THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE 'OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES 14. TRACKING OF SOIL MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBUC 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, UTIUTY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE YMICH WALL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS. F INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT op FILTER FABRIC UNDER QUARRY SPALLS PER SPECIFIATIONS 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 HETa REFERENCE: DMP ARASr' STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTONI2D31 C105 OAIE: 02iz6m STABILIZED CONSTRUCTION ENTRANCE 1 I GRATE FRAME OVERFLOW BYPASS Y � \� SEDIMENT AND DEBRIS FILTERED WATER REFERENCE. STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTONI2Wl VIEW NOTTOSCALE IMP CM DATE 022GG7 STORM DRAIN INLET PROTECTION WI CB FILTERS JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60- WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WERE 2'x2 "x14 Go WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED II it I o URY BOTTOM OF MATERIAL IN 4'XI FILTER IJ TRENCH 4"x4' MIN TRENCH, PROVIDE 6' -0' MAX 3/4" TO 1 -1/2" WASHED POST SPACING MAY BE INCREASED TO 8' IF ROCK OR NATIVE BACKFILL WERE BACKING IS USED 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT REFERENCE: 3MP STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTOK001 CM DATE OvzaoT SILT FENCE SURFACE AREA DETERMINED AT TOP OF WEIR 4' MIN. 1 MIN. OVERFLOW 1' MIN. 1' MIN. L 4- 3.5' -5' 1.5' MIN. FLAT BOTTOM 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 HEA' REFERENCE: AR 14 gX, STORMWATER DRAINAGE MANUAL FOR KING COUNTY, WASHINGTON DATE 012008 SEDIMENT TRAP 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 364452,P165 F: 360352-1509 W W W.SHEACARRJ E W ELL COM Ln W J_ U) Q LLI 0 Z xa° 0 M u Z Z Q 6 _ w = W W Q MM3 w O YUwZ Lti Lu Lu w L) �pWARp �y OF WASH,A Gtr FQ �rN � o z vo • W VIAL 0 O BE xa A ~ -i F NOT. SCNE ACCORDINGLY PROJECT ENGR /AACH: JIM GIBSON DESIGNER: JIM GIBSON DRAIN BY: L HURTADO CARD CHECKED BY: JIM GIBSON MIA JAN LUUU APPROVED FOR CONSTRUCTION JOB No- 1290-01 DRAWNG RUE No: BY: Date: 1290 -01 -EC 02.dw Development Services Engineer DRAMING No APPROVAL EXPIRES: EC -02 SHEET No: " SEC 29, T 17 N, R 2 E, WM W. 0 30' 60' SCALE: 1' =30' Scale FEET N 3/4900 Pr• .. L ,. w - ' -�. 351.00 i A ir '_:, "�� -a ... ... ''S�'c'�'� - � � � . a c -.: 3y, iv r: -: J •.. V. � _, s � ti S� P 35200�� /� I• 61.718 , - -__ -. �i & 35200 351.78 - 352.00 ✓p� 352.00 /� 35° 1. FURNITURE _. 351.90 351.78 35178 STORE 351.M I S FFE = 352.00 Ne 351.40 y - 351 351.83 - >• 351.90 351.40 0 5 351.90 351. i...a,5180 .-577 j ° 1.20 351.40 ' �. 351.2 RETAIL - -- T:- _ 12 .74 1\ BLDG 3stso 351.7e N I z \' > .74 0 11.24 M EXISTING FFE = 352.00 �.wx 351.00 4, o� 1.24 sa 51.00 INFILTRATION 35L28 - 24 351.24 51 �1 - I I POND ' p 35,.65 ' -- SD- 0.90% o9oz 351.74 -- - - SD - - *- so` - g1 -- SD _ 0.50% 6� 351.30 -� 351.33 I I r fl �V- 352.0 1.24 357. 3 24 RIDGE LINE YELM 52.00s 351 4 1.54 351.54A CREEK FLOOD G' I 35180 - INFILTRATI ON POND � p 1 PLAIN n' $oil GRADING LEGEND: X491- PROPOSED CONTOUR - xx- - - EXISTING CONTOUR - - - - - - - RIDGE LINE X% 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 REWIRED) 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. NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF GROUND UNLESS OTHERWISE NOTED. BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Enginur APPROVAL EXPIRES: H AR &ELL 2102 CARRIAGE DRIVE, BLDG H, OLYMPIA, WASHINGTON 98502 P: 360J52.1465 F: 360J52 -1509 z J IL Z r�F u W F) D 13 Z XQo m o Z I- w 5� Lu �0 Y U LLI W W w 0 (74 i v ILQ D Of N01 AT NLL SGV£ F NOT,S MO7WNtl.Y W111011*01PI J /:1 CG -01 5 - 15 J57.¢4 j I+I 1.4 -1' " - 35t24 1 I I -� 351.33 I I r fl �V- 352.0 1.24 357. 3 24 RIDGE LINE YELM 52.00s 351 4 1.54 351.54A CREEK FLOOD G' I 35180 - INFILTRATI ON POND � p 1 PLAIN n' $oil GRADING LEGEND: X491- PROPOSED CONTOUR - xx- - - EXISTING CONTOUR - - - - - - - RIDGE LINE X% 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 REWIRED) 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. NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF GROUND UNLESS OTHERWISE NOTED. BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Enginur APPROVAL EXPIRES: H AR &ELL 2102 CARRIAGE DRIVE, BLDG H, OLYMPIA, WASHINGTON 98502 P: 360J52.1465 F: 360J52 -1509 z J IL Z r�F u W F) D 13 Z XQo m o Z I- w 5� Lu �0 Y U LLI W W w 0 (74 i v ILQ D Of N01 AT NLL SGV£ F NOT,S MO7WNtl.Y W111011*01PI J /:1 CG -01 5 - 15 ie - $oil GRADING LEGEND: X491- PROPOSED CONTOUR - xx- - - EXISTING CONTOUR - - - - - - - RIDGE LINE X% 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 REWIRED) 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. NOTES: 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF GROUND UNLESS OTHERWISE NOTED. BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: Date: Development Services Enginur APPROVAL EXPIRES: H AR &ELL 2102 CARRIAGE DRIVE, BLDG H, OLYMPIA, WASHINGTON 98502 P: 360J52.1465 F: 360J52 -1509 z J IL Z r�F u W F) D 13 Z XQo m o Z I- w 5� Lu �0 Y U LLI W W w 0 (74 i v ILQ D Of N01 AT NLL SGV£ F NOT,S MO7WNtl.Y W111011*01PI J /:1 CG -01 5 - 15 n 30' 0 30' 60' SCALE: 1• =30' Scale FEET N SEC 29, T 17 N, R 2 E, WM W RETAIL BLDG INSTALL ROOF DRAIN 33 LF 8• SO 12 DI 0 0.52-$ 60 LF 12• ADS 0 0.50% 60 if 12• ADS 0 0.50% 16'X60' INFILTRATION 'N= 590651:Ti52EE)111$871.67 IN=5906 6� - I @1 - - -- 'B 42 LF 12• ADS 0 0.50% CB #4 SHT. DETAILS ON CB 2 TYPE �. OUT 3' OUTSIDE BUILDING. -- -- SD LOCATION TO BE VERIFIED _ SD - IE= 349.20 (8•W) N- 590604.73,02 FOR D4ET59 SEE SHT Q :- WITH BUILDING PLANS. -- -- � CB � '. E 1 r CB /10 AQUA SWIRL AS RIM 351.00 RIM = 348.50 + /- . CB 19 - -11 N=590.72 (12 'SWE) ' IE 348.62 (12-1,E) IT } I / IE= 348.62 (6• N) ' N= 590533.26 E= 1118984.54 Co j IE= 348.00 CB 13 TYPE 1�- 18983:01 �E`1H AQUAOSNIR FOR 2 DETAIL �- - -- RIM- 351.54 RIM 350.00± 22 LF 12• ADS 0 0.50% 2 • AD 00.50 PIPE OUTLET 11= 348.32 (12• E) 1 IE= 346.33 (12• E, W) SD IE=344.52 (12•) N= 590646.1)2 E- 1119041.99 N= 590483.36 E= 1118911.43 CB fS I I� 61 12' ADS 0 0.50$ 60 U 12• ADS 00.507 N= 590564.37 SEE SHT SD -02 FOR DETAIL CB #6 9195.63 CB 14,TYPE 1 CB 112 TYPE 1 -- E -111 ,� d -RIM= 351.00 RIM= 349.48 I_ - -�'``� �°I, IE= 348.62(12•�W) IE= 346.48(12•N) [E=348.62 (V N) IE= 346.48(8•S) 106TH AVENUE S.E ,*._ _ 4t, , > ii. - _ - =5906 = 1119102.50 483.82 E= 1118894.93 N 82 34 £ N 590 > SD CB _ CB 15 TYPE 1 GB 113 TYPE 1 ---- SID �_ sD �_.� m- . - -, :,.. ., ,r B 0 ,. 188 2• ADS 0 1.09. RIM = 351.80 RIM 349.70 5 3 _ ,. ,. ^',��.- 1 N- 590860 (12• N,S.E) IS 34733 N . 50 ._5D. so _ - y' - - 11__I E= 1119040.84 N 590508.79 E= 1118825.14 _ ' �+' Ic '" I. _ •� • ' CB #14 TYPE 248• ,.`. a ' I I � CB #6 TYPE 1 IM 352.00 V •'' �hs.a>t `4 ,: -. -. RIM=351.50,! IE= 344.84 (12• WE) II X13 q i^ � _ II II _ 4P "AIDS `� M +per CONTRACTOR TO FIELD �1 -6� ��, li IE- 348.2 /(12• N,W,E) N= 590543.90 E= 1119169.73 1 1 590582.95 E= 1119040.24 1` CB 2 �IY21 LOCATE CONNECT 12• SD OUTLE`f ' `� \CB I.- � wltc !A.V'� APPROXLOCATION CB X10. '�}��Sl yN J _ N=590527.80 E= 1118992.29 r' CB #7 TYPE 1 "I Swttr( 6 - RIM= 351.00 - Q E= 348.52 (12 11) I 15 LF 12• ADS 01.0$ 1` Z IYA1G��'r ="mss t N-590581.32 E= 1119099.72 M : , INSTALL ROOF DRAIN CLEAN T;, 15 LF 12" ADS01.0% Sw I r ) k4A i OUT 3' OUTSIDE BUILDING. - -- , 1 � lid- CB 18 TYPE 1 fl LOCATION TO BE VERIFIED RIM 351.00 ''WITH BUILDING PLANS 12• PIPE INLET __- IE=346.18 (12 ') JIE= 348.52 (12• E) _ N= 590584.56 E= 1116981.27 I N- 590468.71 E= 1T1$91TOZ n - 4'X3'X120' INFILTRATION ' 1RENCH. SEE DETAIL..OM. i7 F' i -:. _ SHT. SD -02 ti RETAIL a I BLDG 5 J a z , - - h a,Jwff w 9 4 o: N , 'ELM AVENUE (STATE ROUTE 507) 0 � y E on CALL BEFORE YOU DIG o, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o fo PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL m 3 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND u LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EX STORM DRAIN Si PROPOSED STORM DRAIN Z ARROW ❑ EX CATCH BASIN IL CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 � AQUA SWIRL oao SO CLEANOUT H INFILTRATION TRENCH Q RIP -RAP ENERGY DISPERSAL PAD W ~0 U } W - INSTALL ROOF DRAIN CLEAN FURNITURE OUT 3' OUTSIDE BUILDING. STORE INSTALL ROOF DRAIN CLEAN -� LOCATION TO BE VERIFIED OUT 3' OUTSIDE BUILDING. :I - -- WITH BUILDING PLANS. LOCATION TO BE VERIFIED WITH BUILDING PLANS - STORM DRAINAGE CATCHBASINS. CB III I AQUA SWIRL AS-3 112 IF 'R M 5 00 - R M 19 12 DI 0 0.52-$ 60 LF 12• ADS 0 0.50% 60 if 12• ADS 0 0.50% 16'X60' INFILTRATION 'N= 590651:Ti52EE)111$871.67 IN=5906 6� - I @1 - - -- 'B 42 LF 12• ADS 0 0.50% CB #4 SHT. DETAILS ON CB 2 TYPE �. OUT 3' OUTSIDE BUILDING. -- -- SD LOCATION TO BE VERIFIED _ SD - IE= 349.20 (8•W) N- 590604.73,02 FOR D4ET59 SEE SHT Q :- WITH BUILDING PLANS. -- -- � CB � '. E 1 r CB /10 AQUA SWIRL AS RIM 351.00 RIM = 348.50 + /- . CB 19 - -11 N=590.72 (12 'SWE) ' IE 348.62 (12-1,E) IT } I / IE= 348.62 (6• N) ' N= 590533.26 E= 1118984.54 Co j IE= 348.00 CB 13 TYPE 1�- 18983:01 �E`1H AQUAOSNIR FOR 2 DETAIL �- - -- RIM- 351.54 RIM 350.00± 22 LF 12• ADS 0 0.50% 2 • AD 00.50 PIPE OUTLET 11= 348.32 (12• E) 1 IE= 346.33 (12• E, W) SD IE=344.52 (12•) N= 590646.1)2 E- 1119041.99 N= 590483.36 E= 1118911.43 CB fS I I� 61 12' ADS 0 0.50$ 60 U 12• ADS 00.507 N= 590564.37 SEE SHT SD -02 FOR DETAIL CB #6 9195.63 CB 14,TYPE 1 CB 112 TYPE 1 -- E -111 ,� d -RIM= 351.00 RIM= 349.48 I_ - -�'``� �°I, IE= 348.62(12•�W) IE= 346.48(12•N) [E=348.62 (V N) IE= 346.48(8•S) 106TH AVENUE S.E ,*._ _ 4t, , > ii. - _ - =5906 = 1119102.50 483.82 E= 1118894.93 N 82 34 £ N 590 > SD CB _ CB 15 TYPE 1 GB 113 TYPE 1 ---- SID �_ sD �_.� m- . - -, :,.. ., ,r B 0 ,. 188 2• ADS 0 1.09. RIM = 351.80 RIM 349.70 5 3 _ ,. ,. ^',��.- 1 N- 590860 (12• N,S.E) IS 34733 N . 50 ._5D. so _ - y' - - 11__I E= 1119040.84 N 590508.79 E= 1118825.14 _ ' �+' Ic '" I. _ •� • ' CB #14 TYPE 248• ,.`. a ' I I � CB #6 TYPE 1 IM 352.00 V •'' �hs.a>t `4 ,: -. -. RIM=351.50,! IE= 344.84 (12• WE) II X13 q i^ � _ II II _ 4P "AIDS `� M +per CONTRACTOR TO FIELD �1 -6� ��, li IE- 348.2 /(12• N,W,E) N= 590543.90 E= 1119169.73 1 1 590582.95 E= 1119040.24 1` CB 2 �IY21 LOCATE CONNECT 12• SD OUTLE`f ' `� \CB I.- � wltc !A.V'� APPROXLOCATION CB X10. '�}��Sl yN J _ N=590527.80 E= 1118992.29 r' CB #7 TYPE 1 "I Swttr( 6 - RIM= 351.00 - Q E= 348.52 (12 11) I 15 LF 12• ADS 01.0$ 1` Z IYA1G��'r ="mss t N-590581.32 E= 1119099.72 M : , INSTALL ROOF DRAIN CLEAN T;, 15 LF 12" ADS01.0% Sw I r ) k4A i OUT 3' OUTSIDE BUILDING. - -- , 1 � lid- CB 18 TYPE 1 fl LOCATION TO BE VERIFIED RIM 351.00 ''WITH BUILDING PLANS 12• PIPE INLET __- IE=346.18 (12 ') JIE= 348.52 (12• E) _ N= 590584.56 E= 1116981.27 I N- 590468.71 E= 1T1$91TOZ n - 4'X3'X120' INFILTRATION ' 1RENCH. SEE DETAIL..OM. i7 F' i -:. _ SHT. SD -02 ti RETAIL a I BLDG 5 J a z , - - h a,Jwff w 9 4 o: N , 'ELM AVENUE (STATE ROUTE 507) 0 � y E on CALL BEFORE YOU DIG o, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o fo PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL m 3 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND u LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. STORM DRAINAGE NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE. 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 6. INSTALL CATCH BASINS PER WSDOT STANDARD PLAN B-10.20-DO 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 0157'11• E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK j 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 = 359.65 SR A° ELL 2182 CARRIAGE DRWE, BLDG. H, OLYMPIA, WASHINGTON 98582 P: 368352 -1465 F. 368352-1509 W W W.$HEAOARUMELL.COM EX STORM DRAIN Si PROPOSED STORM DRAIN Z ARROW ❑ EX CATCH BASIN IL CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 � AQUA SWIRL oao SO CLEANOUT H INFILTRATION TRENCH Q RIP -RAP ENERGY DISPERSAL PAD STORM DRAINAGE NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE. 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 6. INSTALL CATCH BASINS PER WSDOT STANDARD PLAN B-10.20-DO 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 0157'11• E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK j 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 = 359.65 SR A° ELL 2182 CARRIAGE DRWE, BLDG. H, OLYMPIA, WASHINGTON 98582 P: 368352 -1465 F. 368352-1509 W W W.$HEAOARUMELL.COM F o c E w4 ('l D �Sf,'NGf� F Q Ca f K P • W O q 4 0 2 toy. IST Fc1 sic) G e� A ^�A M NW ATH %N F NOT, S M[G y JIM GIBSON !11uR71:]:Y�PI JAN 2009 APPROVED FOR CONSTRUCTION JOB No. 1290 -01 DRAMNC FILE No BY: Date: 1290- 01- SD -01.d Development Services Engineer D6AMNG No: APPROVAL EXPIRES: SD -01 SHEET No: W Z J IL XQo � MU? LLI H I- wN Q W W a M W ~0 U } W F o c E w4 ('l D �Sf,'NGf� F Q Ca f K P • W O q 4 0 2 toy. IST Fc1 sic) G e� A ^�A M NW ATH %N F NOT, S M[G y JIM GIBSON !11uR71:]:Y�PI JAN 2009 APPROVED FOR CONSTRUCTION JOB No. 1290 -01 DRAMNC FILE No BY: Date: 1290- 01- SD -01.d Development Services Engineer D6AMNG No: APPROVAL EXPIRES: SD -01 SHEET No: M w n 0 0 a z U K E IC 0 o� a � N E U Please see accompanied Aqua -swim specification notes. See Site Plan for actual system orientation. 54" AB 42" Octagonal Base Plate 54" Plan View 2 „GIu�4„ aS-Z n Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. 16" OD Max Baffles Bollards shall be placed around access riser(s) in non - traffic areas to prevent inadvertent loading by maintenance vehicles. Manhole Frame and Rim elevations to match finished Cover by Manufacturer. grade. HOPE risers can be field (See Detail) cut by Contractor. X32" OD� Gradi�Ltim) el. �iA �I P� J_ Arched Baffles s,oravel BacNn!l ,j -place small amount of V I I i� F4 N'�k°ts`h` concrete to suPPOrt and level manhole frame, DO Frame & Cover Detail NOT allow manhole frame �n- Traffic Areas Only to test upon MDPE riser. NTS Section A -A Aqua -Swirl Concentrator Model AS -3 CFD Standard Detail CATCH BASIN FRAME AND VANED GRATE \ ON MANHOLE PoNC AND COVER s HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP 748W. 72" 84" OR 96" ° MORTAR (TON.) REINFORCING STEEL (TYP.) 12' GRAVEL BACKRUL FOR -T- PIPE ZONE BEDDING =. EPARATE BASE INTEGRAL BASE ;AST -IN -PLACE PRECAST WITH RISER "0" RING 12" - GRAVEL BACKRUL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o 12 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. Varies Gravel Backfill Shall extend at, ' least 3.5 feet outward from T Swirl Concentrator and for me full height of the Swirl Concentrztor(including mser) ,wending laterally to undisturbed soils. (See MH 'Detail Below) 42" 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. 1 THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE GAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF Y MINIMUM TO 25" MAXIMUM. PROVIDE A 1.5 MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WIN JOINT MORTAR IN ACCORDANCE NTH STANDARD SPECIFICATION 9 -04.1 CATCH BASIN DIMENTIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUN KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in 2 /11. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6• 36" B• 0.23 0.15 54" 4.5• Ir 42' B• 0.19 0.19 60" 5' 8" 48' e' 025 0.25 72" 6• or 60' 12• 0.35 024 84" 81 12" 7Y 12" 0.39 029 96" 8• If BSI• 12" 0.39 0.29 PIPE ALLOWANCES PIPE MATERIAL NTH MAXIMUM INSIDE DIAMETER CATCH BASIN DIAMETER CONCRETE ALL METAL CPSSP 01 SOLID WALL PVC 02 PROFILE WALL PVC 0 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 36" 48" 96" 1 60" 72" 60" 1 36" 48" 1 Carugoted Pdlethllene Storm Sent Pipe (Std. Spec 9- 05.20) 2 (Std Spec. 9- 05.12(1)) (Std. Spec 9- 05.12(2)) CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20 -00 E F G RECTANGULAR ADJUSTMENT SECTION a/ #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACH .... PRECAST BASE SECTION f3 BAR EACH I CORNET 18" MIN #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1 CATCH BASIN TYPE t STANDARD PLAN B- 5.20 -00 06.01 -06 C •y /' INFILTRATION SURFACE MUST CEOORDIANIED WI OMER�AI} MR=�� "'� O i,� BE CCMfrTRUCTEDS. NATIVE �6T e "A O IIVAAA U 0191URBED SOILS. ��N' 'CONTACT ENGINEER IF FILL T,J� (AA^ • 1 C � �'� ,IAd� -Se -'�i SOLS ARE PR �e /,- (,A.1 n� s�'T ( 3 ELEV. 351.00 V.` -SA. ELEV. 351.00 -- l7 WATER L ELEV. 349.90 (166-YR)) -- / of 51. Zy + +` y 3 - BOTTOM ELEV. 348.00,,, 2 INFILTRATION POND DETAIL NOT TO SCALE d MIRAR 14ON FILTER (OR APPROVED EQUAL) ON TOP AND SIDES MIN. 2' OVERLAP. TOP ELEV. 347.00 BOTTOM ELEV. 344.00 INFILTRATION TRENCH DETAIL TO SCALE APPROVED FOR CONSTRUCTION BY: Date: Development Servicca login., APPROVAL EXPIRES: zo A 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360J52 -1509 Z N °Cn ° J _ ❑ a XQo ° LLI - z a ° �W_ W Q LL1 L YOw Ir Z LU a4 AT mLL SP11L F NNUT. . v SC yc AW]NDNLLY L�1.311ALQ 6 BU[ell1bY4PI \TAT SD -02 Nu: 7 NOTES POPE ALLOWANCES 1. A As acceptable alternatives to the rebar shown in the PRECAST BASE MAXIMUM w SECTION, fibers (placed according to the Standard Specifications), or PIPPIINSBn 1.WERIAL M wire mesh having a minimum area of 0.12 square inches per foot shall DIAMETER b be used with the minimum required rebar shown in the ALTERNATIVE m P PRECAST BASE SECTION. Wire mesh shall not be placed in the 3 R REINFORCED OR 1 1Y k knockouts. < P PLAIN CONCRETE FRAME AND VANED GRATE A 2. T The knockout diameter shall not be greater than 20 ". Knockouts shall ALL METAL PIPE 1 15" 2 have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" CPSSP * m minimum gap between the knockout wall and the outside of the pipe. (STD. SPEC. 9- 05.20) 1 12" A After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9 -04.3. .�n 30• S SOLID WALL PVC 1 15" (STD. SPEC. 9- 05.12(1)) 3 3. T The maximum depth from the finished grade to the lowest pipe invert PROFILE WALL P,� s 15" shall be 5'. (STD. SPEC. 9- 05.12(2)) 1 S, ( 4. T The frame and grate may be installed with the flange up or down. The * CORRUGATED POLYETHYLENE 4 frame may be cast into the adjustment section. 6" OR 12- 5 5. T The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. T The opening shall be measured at the top of the precast base Section. ONE #3 BAR HOOP FOR 6" HEIGHT 7 7. A All pickup holes shall be grouted full after the basin has been placed. TWO #3 BAR HOOPS FOR 12- HEIGHT a/ #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACH .... PRECAST BASE SECTION f3 BAR EACH I CORNET 18" MIN #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1 CATCH BASIN TYPE t STANDARD PLAN B- 5.20 -00 06.01 -06 C •y /' INFILTRATION SURFACE MUST CEOORDIANIED WI OMER�AI} MR=�� "'� O i,� BE CCMfrTRUCTEDS. NATIVE �6T e "A O IIVAAA U 0191URBED SOILS. ��N' 'CONTACT ENGINEER IF FILL T,J� (AA^ • 1 C � �'� ,IAd� -Se -'�i SOLS ARE PR �e /,- (,A.1 n� s�'T ( 3 ELEV. 351.00 V.` -SA. ELEV. 351.00 -- l7 WATER L ELEV. 349.90 (166-YR)) -- / of 51. Zy + +` y 3 - BOTTOM ELEV. 348.00,,, 2 INFILTRATION POND DETAIL NOT TO SCALE d MIRAR 14ON FILTER (OR APPROVED EQUAL) ON TOP AND SIDES MIN. 2' OVERLAP. TOP ELEV. 347.00 BOTTOM ELEV. 344.00 INFILTRATION TRENCH DETAIL TO SCALE APPROVED FOR CONSTRUCTION BY: Date: Development Servicca login., APPROVAL EXPIRES: zo A 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1465 F: 360J52 -1509 Z N °Cn ° J _ ❑ a XQo ° LLI - z a ° �W_ W Q LL1 L YOw Ir Z LU a4 AT mLL SP11L F NNUT. . v SC yc AW]NDNLLY L�1.311ALQ 6 BU[ell1bY4PI \TAT SD -02 Nu: 7 a4 AT mLL SP11L F NNUT. . v SC yc AW]NDNLLY L�1.311ALQ 6 BU[ell1bY4PI \TAT SD -02 Nu: 7 3/8' EXPANSION MATERIAL THRU JOINTS SHALL BE PLACED AT 90' TO FACE OF CURB AND NO MORE THAN 25 FT. APART. NORMAL CURB HEIGHT = 6' BATTER = 1:6 — 6' ROADWAY 8' 1/4' RADIUS (n'P) 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 REBAR, O.C. OUTSIDE PAVED AREA COMPRESSION PLUC —SEAL WITH ASPHALT \y^. SEALANT 0.17' ACP �� 0.17 CSTC SEAL WITH SILICONE OR APPROVED EQUAL SEALER SLOPE 0.02'/FT. BROOM FINISH 2' CRUSHED SURFACING TOP COURSE 1/2' RADIUS (TV) 1/2' EXPANSION MATERIAL WHERE ABUTTING EXIST. STRUCTURES (TT'P) 6. ALL EDGES AND JOINTS SHALL BE FINISHED. 7. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH, AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. —RECESSED HANDLE TYPE COVER VALVE BOX 'CLEANOUY CAST IN UD SECTION /14 REBAR, O.C. 1 f FINISHED GRADE ELBOW r w TIGHRIN SIZE VARIES i r -= / o — a U TRENCH BOTTOM BEDDING AS REQUIRED a ROOF DRAIN CLEANOUT NTS o j L � x CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 8 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL o UTILTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY � i EXCAVATION. SEC 29, T 17 N, R 2 E, WM FACE OF CURB — MANUFACTURED WHEEL 4' WIDE, WHITE PAINT LINES (TYP) 9 �• LOADING AREA CONCRETE NTS R 6' 2• W i 0.6Y BALLAST ;TOP 2' CLEARANCE CTY v 0.67' COMMERCIAL CONCRETE d b � 4' WIDE, YELLOW a d. ad d g L J F— d ° INSIDE PAVED ROADWAY PAINT LINES G W Lu 2 4' MIN -45' � � ELBOW `• j �, YUw a � o ECCENTRIC REDUCER IF W 0 TIGHTUNE IS LARGER � U THAN 4' MIN 4' MIN -45' ELBOW r w TIGHRIN SIZE VARIES i r -= / o — a U TRENCH BOTTOM BEDDING AS REQUIRED a ROOF DRAIN CLEANOUT NTS o j L � x CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 8 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL o UTILTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY � i EXCAVATION. SEC 29, T 17 N, R 2 E, WM FACE OF CURB — MANUFACTURED WHEEL 4' WIDE, WHITE PAINT LINES (TYP) 9 �• LOADING AREA CONCRETE NTS a] — R 6' 2• OIJE —W.4° TWO —WAY d 15 3C' ;TOP 2' CLEARANCE CTY 9" I d b 4' WIDE, YELLOW a d. ad d g F— d ° t7 PAINT LINES G W Lu 2 LLJ (.9 � � 0 Q YUw a] — R 6' a OIJE —W.4° TWO —WAY d 15 3C' d 2' CLEARANCE CTY 9" I d b a d. ad d g F— d ° t7 dd G I l I` 8" MIN 10" MAX 4' TWO #3 BARS 3:1 SAND & CEM GROUT 1° DEPTH TWO #6 BARS PRECAST CEMENT CONCRETE WHEELSTOP J NON- SHRINK GROUT PARKING SPACE LAYOUT NTS 6 WIDTH - R OE3 a OIJE —W.4° TWO —WAY 1o' 10' 15 3C' 20' 40' NOTF, 1 WHERE APPFOACF EACEEDS 1S' WIDTH A HILL DEPTH EXPANSION )LINT SHALL BE PLACED _ONGITUDINALU'. CENTERED IN TFE APPROACH. 2. 'ORM AND SUBGRADE NSPECRON ARE REQUIRED 3EFORE POURING CCNCR °_TE 3. 2EFER TO SECTION 43.140, YELM DEVELOPMENT GUIDELINES CITY OF "[LM DFPT. OF PURI IC' VV(;RKS CEMENT CONCRETE APPP,CA.C;H APPROV =D DWG. Na E 4 -9 AM UriV#_ V Cross SlOfft�- q tJ�-4 r eJ v%-% L In% S. J 9 6• 1 �1 ASPHALT CONCRETE NTS EXTRUDED CURB NTS NOTES: 1, RAMP TEX -URIN3 IS TO BE DONE WITH AN EXPANDED META GRATE PI ACED AND RPMCVTD FROM YffT CON. TO LEAVE A DIAMOND PATTERN. lE LONG AXIS OF TIE DIANOND PATTERN SHALL 3[ PERPENDICULAR TO THE CURB. GROOVES SHALL B= 1/8" DEEP ACE 1/4" WIDE. 2, CURB P.AM'5 SHALL BE POURED AS A SEPARATE UNII FROM HE SDEWALK ANJ THOM IRE CUP.H AND GUTTER, IEOLALD BY EXPANSION JCINT MATERIAL DN ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. 3 INLETS WALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST TIED CURB RAMP. NO INLES ARE TO DE SET SO THAT PEDESTRIANS WA_K DWR OR AROUND THEM. CITY OF YLLIM F)FPT. OF PURI li, WORKS T`FICAL CURB RAMPS APPROvED _AU. ND. PUBLIC—WORKS DIRECTOR DATE 4 -12 DES, D'AN. CPD. DATE s -� S -C S -c 1C/3/94 APPROVED FOR CONSTRUCTION BY: Date: Development Setvives Engineer APPROVAL EXPIRES: L El 2102 CARRIAGE DRWE, BLDG. H, OLYMPIA, WASHINGTON 96502 P: 3604152 -1465 F: 3604152 -1509 WWW.SHEACARRJEWELL.COM C �0? WA p y l4 E OT WASHiNCfA F P CT UP Q y 0 6: p . W � aFG^ Eo ti2 SS is �G ALE A �o 6NE N01 AT M1 SGIF. IF NOT, 5tll£ AadmNar PROJECT ENGR /MOH: JIM GIBSON NIA SD -03 a v a xa0 Muz F— t7 Lu G W Lu 2 LLJ (.9 � � Q YUw a � w W 0 � U C �0? WA p y l4 E OT WASHiNCfA F P CT UP Q y 0 6: p . W � aFG^ Eo ti2 SS is �G ALE A �o 6NE N01 AT M1 SGIF. IF NOT, 5tll£ AadmNar PROJECT ENGR /MOH: JIM GIBSON NIA SD -03 I A B C D E F G H 30' 0 30' 60 SEC 29, T 17 N, R 2 El WM SCALE: 1' =30' Scale FEET N WATER LEGEND: ---- w - - -w- EX WATER LINE - _ - -� _ VJ EX WATER VALVE /SYMBOL t � s � i�f W WATER LINE t ) �, CONTRACTOR TO COORDINATE WITH ADJACENT PROPERTY _ PREVENTER -� FIRE FlRE H HYDRR ANT OWNER FOR INSTALLATION OF WATERMAIN. L E- ,A1�Y 21 2008 FOR WAT€RMAIN_ OFlLE AND CONNECTION.- -- -- -. - a n 1 C( FOG SEE ENGINEERING PLANS FROM SOUND ENGINEERING DATED 1 Py T,-, - - _ k -. m I �: o4T.,C. -` ,_ • POST INDICATOR VALVE __ N GATE VALVE 1 LF . CONNECT WA R SERVICE �1�1� �1� BEND WITH THRUSTBLOCKING INSTALL -_.. `C 4Y9• �. INSTALL• TO BUILDING. SEE BUILDING „, I ]-�C 1-L ' . FIRE HYDRANT ASSEMBLY ``�S� *� psi PLANS FOR XACT LOCATION. �- cssi�'; SEE DETAIL SHT. UT=6�LrT ' �- O �� 1 -6- G TEE, VALVE r [ END CAP Y N= 590748.23 E= 1118857.24 1 -6' GALE VALVE ( J) CONNEC 6- FIRE 14 TO „� :} ',s ,,, -- - W/ THRUST BLOCKI BUILDING SEE MECHANICAL FURNITURE Y c TAPPING SLEEVE t4n1 N= 590747.58 E -111 78.42. PLANS F EXACT LOCATION. y#4 INSTALL: STORE - m SPRINKLER DOUBLE CHECK VALVE SPRINKLER DOUBLE CHECK nl 1Pa VALVE INSIDE THE BUILDING. SEE MECHANICAL PLANS FOR ACT LOCATION. RETAIL BLDG INSTALL: Y 1 -8'x6- TEE, (FLxMJ) ' 1 GATE VALVE (FLxMJ) Y I 530.62. 16875.14 it , RI IKLER CONNECTION I ; - 57 LF SP I _ INSTALL: 1 —FDC ASSEMBLY — SEE - DETAMSHT UT -03 VLa, ?+ ; N= 590632'26 E= 111896469 INSTALL _. x 0.2• Y' J INSTALL: CONNECT WATER SERVICE 1 -8x6' TEE, FLxMJ s 4�M6 ,I TO BUILDING. SEE BUILDING ( ) .: W POST INDICA OR VALVE ' PLANS FOR EXACT LOCATION. 1 -6• GATE VALVE FLxMJ I N= 590631.1 E 118961.19 4 -. 16 LF 1 HOPE Y N=590574.71 E=1118873.59 ," 26 LF 6-- PVC - INSTALL' - _ "�� =zzz =z 3 p FIRE HYDRA M6LY N _ FIELD LOCATE EX. WATER METER INSTALL' SEE DETAb UT-9�. 4 SERVICE AND EXTEND 1- WATER FIRE HYDRANT ASSEMBLY _ N= 590628.4 E 1118956. nz Y SEE DETAIL = SHT. UT SERVICE TO BUILDING '� " 590575.27 E -111 N= 590564.73 E= 1118789.87 328 INSTALL, - �2 - -- `I - -T -71 1 /8END (MJxMJ) INSTALL Y �' PVC W/ THRUST BLOCKING 1-1" RPBA PER CITY OF YELM 56 LF 6 r N= 590611.15 E= 1118959.72 - STANDARD DETAIL ON SHT UT -O4 - Y T=`"- - I " - U 3 - - - � - —' `` any pJ.a -� FIELD LOCA X. 6" WATER MAIN STU ,' L'1 _; _- h r - EXTEND 66. NECT AND 106TH AVENUE S.E.'o N= 590557. 7 E= 1118944.88 _ : ,� �.a' ., sz INSTALL, _ A - _ n [ - �., - - ot- 2- 2 -1/2- END MJxMJ) • " w- r W/ THIRDS BLOCKING `„ - - a� WATER METER C NO1l A s� ? ,SERVICE 4 - -. FIELD LOCATE EX.V WATER WATER _ - - -, 'a 1iYn'C 1Y�6 ?` 1'ly ' -.- • "_- NS*54111lI61118927.78 SERVICE AND EXTEND 6 LFY6 PVC INSTALL W t�` ��EXINT A WATER SERVICE TO BUILDING - L t''s 1 -1* RPBA IPER THE OF YETIA j Y N= 590514.40 E= 1118782.61 4M A }0 HIRLD LOCATE STANDARD DETAIL 0 SHT UT-04 #+ STANDARD DETAIL IT OF UT -04 _ 79 LF�'{WC.. NONN T N(=W'8 WATER MAIN. o Y - -- � - JrZtcq 148 TAPPING TEE ASSEMBLY STALL FIELD LOCATE EX. 6- WATER - I ,.J ' - MAIN STUB. CONNECT AND Y 1d.1n� j�- °C�^4'1 W/ THRUST BLOCKING "� 11 I I S EXTEND 6' PVC WATER MAIN. j� , j: St ,� \� SxW ` '�" SEE ENGINEERING PLANS F�tOM Q INSTALL ANDIOW DAILEj AINI j fl N /5THRUS 67 BLOCKING 3.77 1 -45 BEND MJxMJ s CONNECT WATER SERVICE - j " -- - -- 5 - - -- " N .. , __. FIRE HYDRANT SSEMBLY 1 NSTALL s TO BUILDING. SEE BUILDING SEE DETAIL $H.. UT 'BD'Oq � y PLANS FOR EXACT LOCATION. Y e N- 50451. 111 e 4aoz RETAIL BL DG f L r 4 1 Q Ad r � w o w Y Ij u— YELM AVENUE STATE ROUTE - ®® —,._ I =w ( 507) E p CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL o UTILITY LOCA11ONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. NOTE: 1. LOCATON OF EXISTING WATER MAIN IS APPROXIMATE AND IS BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. 2. MAINTAIN MINIMUM 42 INCHES OF COVER OVER ALL WATERMAINS. BASIS OF BEARING N 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 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360452 -1465 F: 360452 -1509 W W W.SHEACARRJEW ELL.COM �0�1 G L t1 0 k/i D, DE HW AT RRL ECHE F NOT, S AaAmxuY NAVD BS PROJECT ENGR /MCH: THURSTON COUNTY PUBLISHED BENCHMARK Y 784A JIM GIBSON _ DESMM JIM GIBSON FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. POINT DRANK 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. MD CHECKED BY: ELEVATION = 359.66 JIM GIBSON MECKED BY: AMY HEM NGVD CONVERSION FACTOR CHECKED/ MPROWD BY: NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBSON 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE STAMPED BY: BETWEEN THE DATUMS. JIM GIBSON _ JAN 2009 APPROVED FOR CONSTRUCTION JOB -01 1290 -01 DRAMNC FILE N. BY: Date: 1290-01-UT-Ol.dwq Ihvebp.mt S"k. HDgime DRAWNC N. APPROVAL EXPIRES: UT -01 W F) M 0 XQC) Q a �vz H =N H w23 Q I-02 CJ LLI Y W W U �0�1 G L t1 0 k/i D, DE HW AT RRL ECHE F NOT, S AaAmxuY NAVD BS PROJECT ENGR /MCH: THURSTON COUNTY PUBLISHED BENCHMARK Y 784A JIM GIBSON _ DESMM JIM GIBSON FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. POINT DRANK 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. MD CHECKED BY: ELEVATION = 359.66 JIM GIBSON MECKED BY: AMY HEM NGVD CONVERSION FACTOR CHECKED/ MPROWD BY: NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBSON 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE STAMPED BY: BETWEEN THE DATUMS. JIM GIBSON _ JAN 2009 APPROVED FOR CONSTRUCTION JOB -01 1290 -01 DRAMNC FILE N. BY: Date: 1290-01-UT-Ol.dwq Ihvebp.mt S"k. HDgime DRAWNC N. APPROVAL EXPIRES: UT -01 D I E SEC 29, T 17 N, R 2 E, WM 30' 0 30' 60' SCALE: 1' =30' Scale FEET IV INSTALL STEP CONTROL PANEL AND CONDUIT. I I- � ]' COORDINATE FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL TO BE ATTACHED TO THE FACE OF _ THE BUILDING. SEE STANDARD DETAIL ON SHT. ; aN?r. tt UT -06. . .. �.. . RETAIL INSTALL: k� 8000 GALLON FIBERGLASS STEP TANK PER THE CITY G OF YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD MAN ANCHOR SYSTEM. I I N= 590553.76 E= 1118852.42 (CENTER OF TANK) l O i y s? k II q t CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWS r4 ~ V / SERVICE BEHIND SIDEWALK. - INSTALL - 390 LF 2' PVC 3145 LF 2` PVC - 2* STEP SERVICE TO STEP TANK. SEE DETAIL ON STEP SERVICE LINE STEP SERVICE LINE SHT UT-05. OS 14= 590 55376 E- _ 1118814.64 ( CARSON BOX ) a � r nLr 3 706 ArP ,w� TH AVENUE S.E.; o Y - -- __ TC _. -,�E —� CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER t ' SERVICE BEHIND SIDEWALK. ' INSTALL- 0 330 LF 2' PVC TED SERVICE LINE 2' STEP SERVICE TO STEP TANK. SEE DETAIL ON I ) " -- - SHT UT -05. q N= 590523.01 E= 1118812.15 (CARSON BOX) s 5 INSTALL: PJ�� 6000 GALLON FIBERGLASS STEP TANK PER THE CITY "� `Y xe V A ° OF YELM'S SPECIFICATIONS AND STANDARD DETAILS MUST BE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2 w _�r 1,fi SOUTH ZONE (NAD 83/91) � 4 ON SHT UT -06. TANK AND TANK ACCESS H -20 RATED AND TANK MUST HAVE MANUFACTURER J o X VERTICAL DATUM PROECT MGR /ARCH: 'e JIM GIBSON DESIGNER: JIM GIBSON C DRANK BY. ° APPROVED DEAD MAN ANCHOR SYSTEM. CARD CHEMED BY. JIM GIBSON 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. CHECKED BY. w w�3 � N= 590490.40 E= 1118819.72 (CENTER OF TANK) JIM GIBSON w F—p2 HORQMTAI SCALE: BETWEEN THE DATUMS. 1'= 30' -0" a YVr WA w JAN 2009 APPROVED FOR CONSTRUCTION " Na 129x01 � INSTALL STEP CONTROL PANEL AND CONDUIT. BY: Date: T-05.dwq V DRAINING Na APPROVAL EXPIRES: UT -07 SHEET No: 10 COORDINATE FINAL LOCATION WITH OWNER AND CITY. ° CONTROL PANEL TO BE ATTACHED TO THE FACE OF U THE BUILDING. SEE STANDARD DETAIL ON SHT. RETAIL I I UT -O6. ' ! = BLDG ° INSTALL I a ' o GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD DETAIL ON SHT UT 05. LOCATION MUST w BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL 4 LOCATIONS) I � o 1 v 0 S � YELM AVENUE (STATE ROUTE 507) E ° CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o in PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL m 3 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. PANEL TO BE ATTA ED TO THE FACE OF THE FURNIU BUILDING. SEE ST DARD DETAL ON SHT. UT -06. 7�R E INSTALL, GRAVITY SIDE SE AND CLEAN OUT PER STANDARD DETAIL SHT UT -05. LOCATION MUST BE CONFIRMED WI BUILDING/PLUMBING PLANS. C..i oSS� n INSTALL' 3000 GALLON OF YELM'S SPECI ON SHT UT -06. H -20 RATED ANI APPROVED DEAD .96 E= IE STEP TANK PER THE CITY DNS AND STANDARD DETAILS AND TANK ACCESS MUST BE K MUST HAVE MANUFACTURER ANCHOR SYSTEM. 08.17 (CENTER OF TANK) y _ - 11 -_.__ CONTRACTOR TO ELD LOCATE EXISTING STEP SEWER SERVICE BEHIND EEWALK. INSTALL - 2' STEP SERA TO STEP TANK. SEE DETAIL ON SHT UT -05. N=590534.54 E 118949.28 (CARSON BOX) ov~ti - sE,N � ^ -I sk9° �� '.� 6.,ry 0�- L '51 ieU. c leJ s�co� 4O ` "' �i s , . _ _ ►StiotJ� � %Sfi� 5� -pT�ak s _ 6 NAIIRLIINE L.oca }I�o•� w �14Z{ IS 90ir1u Id b,, IArSe.. o� C.X i Sf 1 nq I I I , SEWER LEGEND: SANITARY SEWER FORCE MAIN LINE SEWER SERVICE LINE CLEANOUT NOTES: 1 1 1 1 1 1 1 1. MAINTAIN MINIMUM 18' VERTICAL SEPARATION BETWEEN WATER AND SEWER. H 2 SEWER SERVICE SHALL BE AT MINIMUM 2% SLOPE AELL 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS 2102 CARRIAGE DRIVE, BLDG.H, AND SURVEY INFORMATION. CONTRACTOR TO FIELD OLYMPIA, WASHINGTON 9802 VERIFY ALL INFORMATION BEFORE STARTING P:30352 -1465 Cizr^� -5 CONSTRUCTION. F: 369352 -1509 WWW.SHEACARW WELL.COM 4. CONTRACTOR TO VERIFY ALL SPECIFICATIONS AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5. ARCHITECT AND OWNER TO COORDINATE HOSE BIB LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB MUST BE LOCATED WITHIN 50' OF THE PUMP ACCESS. �pWARD BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE F RF 4 =° 0 '� ss/ s L ECG 0 NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2 w WASHINGTON STATE PLANE COORDINATE SYSTEM co) SOUTH ZONE (NAD 83/91) � 4 �i J o X VERTICAL DATUM PROECT MGR /ARCH: 'e JIM GIBSON DESIGNER: JIM GIBSON �U? DRANK BY. IL H Lu N CARD CHEMED BY. JIM GIBSON 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. CHECKED BY. w w�3 _ CHECKED/ APPROVED BY: NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBSON w F—p2 HORQMTAI SCALE: BETWEEN THE DATUMS. 1'= 30' -0" WRTCAL SCALE: YVr WA w JAN 2009 APPROVED FOR CONSTRUCTION " Na 129x01 DRAINING FILE Na BY: Date: T-05.dwq V �pWARD BASIS OF BEARING N 01'57'11' E FOR THE WEST LINE OF THE F RF 4 =° 0 '� ss/ s L ECG 0 NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2 �0 �1 WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) � 4 W Nat AT NLL muF F W. 4 K6 y VERTICAL DATUM PROECT MGR /ARCH: NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A JIM GIBSON DESIGNER: JIM GIBSON DRANK BY. FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT L HURTADO CARD CHEMED BY. JIM GIBSON 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. CHECKED BY. ELEVATION = 359.66 AMY HEAD _ CHECKED/ APPROVED BY: NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE JIM GIBSON STAMPED BY JIM GIBSON 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE HORQMTAI SCALE: BETWEEN THE DATUMS. 1'= 30' -0" WRTCAL SCALE: WA DAIS: JAN 2009 APPROVED FOR CONSTRUCTION " Na 129x01 DRAINING FILE Na BY: Date: T-05.dwq Development Services Engineer DRAINING Na APPROVAL EXPIRES: UT -07 SHEET No: 10 1 )k AAA GENERAL WATER NOTES: CITY OF YELM GENERAL WATER NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN. 3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL BUILDINGS UNLESS OTHERWISE SHOWN. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 4. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS. 5. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. (�,. }y 0� / �I w► _*CA, 1 a� CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND a 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. 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTON MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835 TO SCHEDULE A PRECONSIRUCTION MEETING. 3. WATER MANS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATION (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE 'D' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE -UF- SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED 'W' 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -BOD -424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE A 'FIELD VERIFICATION% CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OT INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST' PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. AND REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. G I H CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ( WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL ME REWIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -80D -424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE 'D' OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE BACKING MARKED - POWER'. TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACIUTIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON -OFF' SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REOUI A 24 HOUR TICE TO THE SEWER DEPARTMENT IS REWIRED PRIOR TO THE INSPECT / /' ITEMS NEEDING INSPECTION ARE: / hJOE,y 1000 cx A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. PCP Tv // �✓/Bvrc. BGL G �Y� d2v+ Z 0, r - S- h'A` L'Mb19' AM Ay6e- rGCCc�I . L[ a i' • w 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 360352 -1485 F: 380352 -1509 w � �a W ~ W 0 an Z Z as uj W a H �o W U) M X MVz W W y M 0 �ULu W W U �pWARO WAS A � � y 0 0 Z p ♦ W O q a p ? F'S. Fcrs nE G�.' St AL EN 01 DE r At RXL P xm. DDNE Ao.'x3mmaY PROJECT ENGR /ARCH: JIM GIBSON DESCNER: JIM GIBSON DRAWN BY: L HURTADO CADD CHECKED BY: JIM GIBSON CHECKED BY: AMY HEAD CHECKED/ APPROVED BY: JIM GIBSON JNV LVUY APPROVED FOR CONSTRUCTION JOB N. 1290 - 1 DRAWNG NNE No: BY: Date: 1290 -01- UT -02.dw Development Services Engineer DRAWNG N.: APPROVAL EXPIRES: UT -03 SHEET Na 11 K 15 1 M 0 3 0 0 0 a y W Or BOX a _ CURB CNFCK VALVE ° BALL VALVE -A COPPER TONING WIRE ° °' c METER WRAPPED 1 1/2 - 811 -666 HEST i AROUND THE 2 - Bt1 -777 \ PIPE GENERAL 1 1/2" - L86 - $ \` 12' NOTES NO. 2" - Ce6 - 77 FORD PACK JOINT m '7) CORPORATE, SEE TYPE B 1 ! A B APPROVED METER BO% Z. ALL SADDLES HAVE RUBBER 11 -114' BEND UO - 1730 01 READER UD PLASTIC LANE (USE 2W / t3lZE 13 1 /4 15 BO% BCr 1730 X 12 BASE TOP VIEW PSI PHILLIPS DRISCO PIPE / OR APROVED EQUAL 3, CRY STANDARD FOR COPPER SETTERS ARE: 17 1/4' 15" 6" 1 1/2" - FORD VBH 76 -ISB13 OR EDUAL FORD BALL VALVE NCU B" I WITH PACK JOINT A FEMALE 1 1/2 " -2' MALE 2" - FORD VBH 77 -15817 OR EQUAL I.P. THREADS NIPPLE 1 ! METER BOX -- SADDLE 1 4,500 1 f/2 " -2" POLYETHYLENE LINE 2" TAPS WITH BRASS 2' NIPPLE AND BALL VALVE YELM, WASHINCTO 6 -3 NLESS 17" 57,000 11/2" �� UC PUBLIC WORKS A STEEL ADAPTER `\ DES. DWN. CKD. IDATIL VALVE \. PLUGS [s 2' REStLEHI /BALL (CORD STOP) TP 14/2007 WEDGE 1 GATE VALVE CHECK VALVC -LI 1` L SERVICE SADDLE I 30" BOMAC 2025 OR _ CITY OF YELM, Or BOX a _ CURB CNFCK VALVE ° BALL VALVE -A COPPER TONING WIRE ° °' c METER WRAPPED 1 1/2 - 811 -666 HEST i AROUND THE 2 - Bt1 -777 \ PIPE GENERAL 1 1/2" - L86 - $ \` 12' NOTES NO. 2" - Ce6 - 77 FORD PACK JOINT m '7) CORPORATE, SEE TYPE B 1 ! PACK JOINTS. PIPE 1 1/2" TO 2" Z. ALL SADDLES HAVE RUBBER 11 -114' BEND DIAMETER PLASTIC LANE (USE 2W / .• ••: BY -PAS5 VALVE A TOP VIEW PSI PHILLIPS DRISCO PIPE / METER W /LOCKABLE CAP 3, CRY STANDARD FOR COPPER SETTERS ARE: IIIL 5100 POLYETHYLENE PIPE) / 6" 1 1/2" - FORD VBH 76 -ISB13 OR EDUAL FORD BALL VALVE NCU B" SIDE MEW WITH PACK JOINT A FEMALE 1 1/2 " -2' MALE 2" - FORD VBH 77 -15817 OR EQUAL I.P. THREADS NIPPLE 3,100 ! SERVICE SADDLE -TL• -- 4,500 22,700 2" TAPS WITH BRASS 2' NIPPLE AND CITY OF YELM, WASHINCTO 6 -3 NLESS 16" 57,000 DEPT. UC PUBLIC WORKS 1. STS STEEL INSERTS REOUIRCD FOR ALL DES. DWN. CKD. IDATIL PACK JOINTS. PIPE 1 1/2" TO 2" Z. ALL SADDLES HAVE RUBBER 11 -114' BEND DIAMETER GASKET AND I.P. THREADS, .• ••: P A TOP VIEW TOP !VIEW METER SERVILE 3, CRY STANDARD FOR COPPER SETTERS ARE: 2,600 6" 1 1/2" - FORD VBH 76 -ISB13 OR EDUAL Jr, NCU B" SIDE MEW " 1 I " 2" - FORD VBH 77 -15817 OR EQUAL SIDE VIEW APPRO`Z 3,100 DWG. NO 4. ALL 1 1/2" AND 2" SADDLES WILL BE GATE VALVE -TL• -- 4,500 22,700 2" TAPS WITH BRASS 2' NIPPLE AND 43,600 PUBLIC WORKS DIRECTOR DATE 6 -3 2" RESILIENT WEDGE GATE VALVE AND 910 16" 57,000 30,800 15,700 IR 40,300 HOUSING AND SDR -11 PVC PIPE HOUSING CROSS WITH DES. DWN. CKD. IDATIL PLUG PLUGS [s JEC TP 14/2007 -� RECESSED HANDLE TYPE COVER -3' z S X 4'• INLAND FOUNDRY #248 -3' A 3' x 10'• 16 3/4 VALVE BOX WITH 8 3/4' WATER" CAST IN LID CONCRETE PAD L OR DECO 910 SECTION FINISHED GRADE OUTSIDE PAVED AREA ' y677 TRACER N'iRE IS T-I3034. f0 OR 18" SEAL WITH AR4000W m RP " SDR 21 PVC PIPE CONFORMING TO ASTM RISER PIPE TO BE CSTC 1 a \' I( PLUMB AND CENTERED OVER VALVE STEM. a i 1 4„ I BALLAST w VALVE STEM RISER 0.5• CONCRETE CL 3000 REQUIRED WHEN MAX. 36" IS EXCEEDED INSIDE PAVED ROADWAY (LENGTH VARIES) GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS STANDARD VALVE BOX E . ° 6 CALL BEFORE YOU DIG m� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o in PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL S UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND 3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY .q EXCAVATION. JOG I TP DWG. N0. 6-11 SEC 29, T 17 N, R 2 E, WM METER BOX j 14' SINGLE METER BOX PLACEMENT 12' MAX. 2% SLOPE E TO BOX DUAL METER BOX PLACEME i 12" E. PIPE 12* METER BOX CENTERED ON EXTENDED LOT UP W 0 1' 20FIRE §i. IZ" P, E. PIPE ,\ $a I L 6o TYPICAL METER PLACEMENT W /SIDEWALK APPROVED D'-A& N0. PUBLIC WORKS DIRECTOR ,ATE 6 -6 DES. DWN. CKD. DA IE ES JEG TP 4/2007 Top view operating nut ° I-Limits of payment Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock Grade Enamel - Bonnets y 13312 \ 2 '/,"Hose connection with threads ! HYDRANT OFFSET \-4 /,"Steamer connection wOh NST threads See valve box and & 5" Storz adapter valve stem detail - /O Style S -37 ./SC caP 6 -11 18 " -24" -- Ground To suit Standpipe french �6° Flanged fire depth � 3' Minimum -� hydrant tae Each Pippe Juini 6" #1106 EBAA Iron, 8.. Inc. Megalug 6" Class 52 ductile iron pipe cut to length Se / gate valve. FL X MJ Sae nola blow I Varies I L 4 "x8 "xl6" concrete block Hydrant shoe / / ` % LBackfill to top of drain ring housing plastic barrier between balls with 2" washed rock as shown 6' x 6' sheet of 11 mil. plastic or con- thrust block and lee Notes slrucflon fabric, navering 2" washed rock Concrete thrust block J 1. Hydrants shall be located In cast -in -place against accordance With Section 6.060. filling only In addition, o minimum three foot radius unobstructed working area shall be Provided around all hydrants. CITY OF "ELM, WASHINGTON 2. Hydrants shall be Dresser M A H DEPT. OF PUBLIC WORKS Rellont style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion v allvv 3. Gale v FIRE HYDRAN I- es shall be resilient wedge PUTS with 0 -ring seals. Valve ands shall be Mechanical Joint by ANSI flanges. Valves shall conform to AWWA 509 -80. A_AP BQVFQ ._ Dec. ND. Valves shall be Mueller M &H, Kennedy, 11, _e_ 6 -% Clow R/W or Waterous Series 500, PUBLIC WORKS DIRECTOR DA -E 4. Fire Hydrant lock payment Is required DES. 0". CAP. DATE city will order and Inslat. ES JEG I 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' BEND 11 -114' BEND DEAD END DIAMETER FA .• ••: P A TOP VIEW TOP !VIEW jVIE'`(� 70P i VIE W 7 WYE 500 2,600 6" 81000 4.400 21300 Jr, NCU B" SIDE MEW " 1 I " 1o" SIDE VIEW SIDE VIEW 3,100 TEE CROSS GATE VALVE HORIZ. BEND 4,500 22,700 14•' 43,600 I 1 41.11 16" 57,000 30,800 15,700 IR 40,300 TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 45' - g0' VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. CF PUBLIC WORKS__. NOTES: STANDARD I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 11PPRD DWG. NO. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. i lCK 6 -13 PUBLIC WORKS DIRECTOR DAIL BLS. DNN. CKD. DATE ES JEG IP 4/2007 Top view operating nut ° I-Limits of payment Paint Hydrant Weather shield Sun Yellow High and Hydrant Lock Grade Enamel - Bonnets y 13312 \ 2 '/,"Hose connection with threads ! HYDRANT OFFSET \-4 /,"Steamer connection wOh NST threads See valve box and & 5" Storz adapter valve stem detail - /O Style S -37 ./SC caP 6 -11 18 " -24" -- Ground To suit Standpipe french �6° Flanged fire depth � 3' Minimum -� hydrant tae Each Pippe Juini 6" #1106 EBAA Iron, 8.. Inc. Megalug 6" Class 52 ductile iron pipe cut to length Se / gate valve. FL X MJ Sae nola blow I Varies I L 4 "x8 "xl6" concrete block Hydrant shoe / / ` % LBackfill to top of drain ring housing plastic barrier between balls with 2" washed rock as shown 6' x 6' sheet of 11 mil. plastic or con- thrust block and lee Notes slrucflon fabric, navering 2" washed rock Concrete thrust block J 1. Hydrants shall be located In cast -in -place against accordance With Section 6.060. filling only In addition, o minimum three foot radius unobstructed working area shall be Provided around all hydrants. CITY OF "ELM, WASHINGTON 2. Hydrants shall be Dresser M A H DEPT. OF PUBLIC WORKS Rellont style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion v allvv 3. Gale v FIRE HYDRAN I- es shall be resilient wedge PUTS with 0 -ring seals. Valve ands shall be Mechanical Joint by ANSI flanges. Valves shall conform to AWWA 509 -80. A_AP BQVFQ ._ Dec. ND. Valves shall be Mueller M &H, Kennedy, 11, _e_ 6 -% Clow R/W or Waterous Series 500, PUBLIC WORKS DIRECTOR DA -E 4. Fire Hydrant lock payment Is required DES. 0". CAP. DATE city will order and Inslat. ES JEG I 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' BEND 11 -114' BEND DEAD END DIAMETER OR TEE 4'• 3,600 2,000 1,000 500 2,600 6" 81000 4.400 21300 1,200 5,700 B" 14,300 7,700 4,000 2,000 10,100 1o" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 4,500 22,700 14•' 43,600 23,600 12,100 6,100 30,800 16" 57,000 30,800 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LOS - 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS, 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER CITY OF YELM, WASHINGTON SQUARE F007 DEPT, OF PUBLIC WORKS MUCK, PEAT 0 SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY PUBLIC WORKS DIRECTOR DATE 6-14 HARD SHALE 10,000 DES, DWN. JDATE Es •EC TP 4/2007 G LIVE TAP ---{ 2• TYP. Ia 3z r'A a w Z TAPPING VALVE Fl. M. ( STAINLESS S TAPPING SEEI VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SHOWN BELOW-RIGHT. 1/3 DIAMETER OE PIPE CONTROLLED DENSTY BACKFILL /I - - -- 2 --I POURED WIDTH Or TRENCH 5000 BRICK NOTES: 1- 11 MIL PLASTIC DR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. GROUND -� GATE VALVE \ rL x NJ TEE -T 0.' JRT CONCRETE TARUST BLOCK' CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION 10 EXISTIVG MAIN APPRO _7 DWG. NO i L�r PUBLIC �WORKS - DIRECTOR DATE 6 -10 ULS 0", CKO. DATE ES JUG TP 4/2007 RESTORADON DEPTH TRACE TAPE 4- ILA 18 UNUER VARIES 1HF ETNA( GRADE \ / /l\ TR NOTES N0. A:Efl WE (YE GE(IERAi. TRENCH BACKFILL /� WATER SEE NOTE 1, z. 3 / R r) & 5 6- MIN. -T_ 6' N SEDOwo c aTIRla1 MAj \ / \/ \ UADHSTURBEO SOL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, LACEPT AS REGUIRED AT CONNECTION POINTS 2 NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANVLAR MATERIAL. If SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF W000 WASTE OR OTHER EXTRANEOUS OR CiXCTIONABLE MATERIALS. IF SHALL HAVE SUCH CHARACTERISDCS OF TZE AND SHAPE 'HAT IT Wti COMPACT READILY COMPACT. J. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORT, OR SCREENED SO THAT THE MA"MW AGGREGATE SHALL IS 5- INCHES. 4, PIPE BEUU.TIC MP TERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUDONS WILL BE ALLOWED M77fOUT IVTN TGV AU?eNIZACON FROM 11 LIT, L YELIA. 5. WHERE .NAIVE MA7EPTALS HAY{ BEEN DEEMED UNACCEPTABLE Br THE CITY, TRENCH DACC`ICL SHALL PEE' TN£ WSOCF STANDARO SPECIFICATIONS FIAT IHE PIPE TYP! BONG SPECIFIED CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPPO ONG. N0. PUBLIC WORKS DIRECTOR DAIS B-1 5 DES, OWN. CKD. DATE ES fG TF 4/2007 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: K7I� el E B s v �• 2102 CARRIAGE DRIVE, BLDG H, OLYMPIA, WASHINGTON 98502 P. 360452 -1465 F: 360452.1509 J fi A W r ,►1 W XQo �U? H Lu 2 �0 YVLU LU LU v jOWARO J7 N Iv TIE NaIMe N0I ATNII F RuI. rNE AxaRW r 11L5[HI:LYeTCI JA1 UT -04 12 15 AA r i 0 i A, 1 a v a T PLASTIC OR CONCRETE BOX r1 4) 8 Cc1 /4 ...j .. _ •8 MIN •.P.. � a A, uN. Y IT MIN, PLAN PROFILE TO BUILDING OR IRRIGATION SYSTEM FY OF YELM, WASHINGTON )EPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWC. N0. 'N R rnIN nmrrrno ,..,•- 6— 7 CKD. LED I TP FLOWN -rL-L MIRE SIZE M MAXIMUM DISTANCE APARATJS FOR PRESSURE TESTI SERVICE\ DEEk6LPSl LID 250 FEEL \ /r WIH STANSS_ SiEET 350 FEET GRAVEL BASE AMC NEOPRENE GASKET MATERIAL LIST' 12" THICK / 1. SERVICE LINE r1' DIAPVC NOW AWI DECAL - SEE 2. 90' BEND SPECIFICATIONS PIIM= ISMO4'AI 3. GNION FLECTRICAL SPLICE BOX WH CORD GRI =S \ Al CONNECTIONS SHALL BE MADE MM / I 4. NIPPLE / / ]O MIA PVC BOLD IBPT. 5. SHUT -OFF VALVE RISER W/UO -0 6. CHECK VALVE (D.S.H.S. APPROVED) IT FROM TOP OF RISER C I \\ I 7. RELIEF VALVE arc v reLM '-.a WRE B. TESTS COCKS INSTALL M 3,"4" LY CONDUIT SE, 9. DRAIN TO DAYL:CHT ETEOTRI CAL CBNOUIT -C IN RISER IQPLUGS IN TEST -'OCKS —SILMM LIGHT AND GENERAL NOTES: fFFLLEN' DISPIMGL $ETT ' A. THOROUGHLY RUSH LINES PRIOR TO INSTA TTON. NLET TEE— B. DIAMETER OF PIPE AND FITTINGS = TO STEP TANK - SIMPLEX AP C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 LIQUID FOR CONCRETE ADAPTOR FOR ONC FOR FURTHER INFORMATION. IEIEL aJ ALAp,I PUN),. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. 1'2':, T7 -,'12 TO STEP TANK - TRIPLEX 15' 1' F'YC FLOAT DES. ASSEMBLY AS SET OFF kRY KR PLAN PROFILE TO BUILDING OR IRRIGATION SYSTEM FY OF YELM, WASHINGTON )EPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER DWC. N0. 'N R rnIN nmrrrno ,..,•- 6— 7 CKD. LED I TP TFE MATDYIAL FM DUO FX, TRIP] Fi, ANY CLASS 1 N09CN 1 S.0, POWER CABLE AND IHSIRLATIMS WILL VARY. THE CONTRACTOR SHALL MEET THE 1 /6' SY -PASS MIHCF INTFNT OF THE WSTALIATIOV REOUREMENTS SHD'MI IN IHE IN THE VKHAWL HEM TYPICAL ST=EP INSTALLATION. STE' TAN SHA. E H -2 AD R D TA T 'LILY 5 TAk FECT MAY - D, DEPT. OF PUBLIC WORKS TYF'IC.AI SIMPLLX STET TAV C INSTALLATION AGPRO'+ED DWG. NO PUBLIC WORKS DIRECTOR DALE 7 -9 LIES. OWN. CKD. D. J- LEG -P 4/2007 CALL BEFORE YOU DIG a� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o 12 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 3 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND .3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY -g i EXCAVATION. SPLICE TO EXISTING 14 GAUGE TONING MIRE TO STEP TANK CONNECT TO / F 915 -114G EVE SERVICE LINE -1 Y KIN BALL VALVE, SL x 1' CHECK INSTTLLATION NOTES, ALL SERVICE LINE CMSON BOXES SHALL 9E LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. GANG CARSON BOXES SHALL. RE LOCATED 3' APART TO CENTER OF BOXES 2 BA_L AND CHECK VALVES TO BE NSTALLEO IN CARSON BOXES ACCORDING TD DRA'MNG. 3. 40 SEC 29, T 17 N, R 2 El WM SERVICE BOX - CARSON INDUSTRIES MODEL NO 1419H WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON- TRAFFIC AREAS) 7-14 GA. UP HEAVY INSULATED /COPPER TONING WIRE ALL TONING WRE SPLICES SHALL BE CONNECIED BY USING D.F.Y. KITS MANUFACTURED BY 3M STEP MAN PVC SWNG CHECK / VALK SL x SL J 1" ABI BALL VALVE. SL z SLJ 1' PVC NIPPLE, SL x SL- R' x MAN CIA. PVC REDUCING TEE SL A SL x TH OR PIPE SAOD!E — TYPICAL 1" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR pg1E 7— DES. DWN. MD. DATE JY JEG TP 4/200% FINISHED GRADE) i S 30'0 RISER o ALARM HIGH -EVEL LAG ON /OFF (4,5' DRAWDD'AN ON TO OFT) LEAD ON /OrF B- JY (4.5' DNAIWDOWN ON TO OFF) LOW '_LULL ALARM REDUNDANT OFF n o 000 aZ U 25' j m 6' MIN. BEDD'NG CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ -�APPRO ONO. NO. 7 -14 PUBLIC WORKS DIRECTOR DATE DES. O. JY JEG TP 4/2007 USE T UNION TC CONNECT TESTING � MIRE SIZE M MAXIMUM DISTANCE APARATJS FOR PRESSURE TESTI SERVICE\ DEEk6LPSl LID 250 FEEL \ /r WIH STANSS_ SiEET 350 FEET \\ AMC NEOPRENE GASKET 18 MIN SISER FEC-IT IMCAL WTN -, / (SEE SPECIFICAIONS FOR ADDITIONAL NFORMAMON). AL NOM- TRAFFIC SIEVING TANKS \ r1' DIAPVC NOW AWI DECAL - SEE \ LEAYF S_ WRE TO ALLD% FDR \ ! J VALVIE ASSEMBLY , I ORIENT BALL VALVE AS SHOMI. BALL VALVE SPECIFICATIONS PIIM= ISMO4'AI SMALL RE WITH 1H 12' BELOW FLECTRICAL SPLICE BOX WH CORD GRI =S \ Al CONNECTIONS SHALL BE MADE MM / I 21" OR 24" PVC N_AT SHRINK SUIT CONNECTORS \ / / ]O MIA PVC BOLD IBPT. AOFE GROUND A'XAY FROM R \�\ \\ NEOPRENE N NEOPRENE RISER W/UO -0 )rG GROMMETS 14 GAUGE OF IT FROM TOP OF RISER C I \\ / INSULATE: AE ID CONDUIT arc v reLM '-.a WRE � I 5' INSTALL M 3,"4" LY CONDUIT SE, TONING WRE - INSTAL RISER ETEOTRI CAL CBNOUIT -C IN RISER OF YELM POWER 50URCE T —SILMM LIGHT AND a TIT fFFLLEN' DISPIMGL $ETT ' NLET TEE— 2 -'ART EMRY, USE TO STEP TANK - SIMPLEX ORENCO RISER LIQUID FOR CONCRETE ADAPTOR FOR ONC 1.2—, 13-f12 IEIEL aJ ALAp,I rAnxs TO STEP TANK - DUPLEX O } 5" � � 1'2':, T7 -,'12 TO STEP TANK - TRIPLEX 15' 1' F'YC FLOAT RE REDUNOMT ASSEMBLY AS SET OFF kRY ,11- OF VEEN CITY OF YELM 1 -1/4' OIA INLET DEPT, OF PUBLIC WORKS 4,X TYPICAL PUMP TAXES ARO N) ORffICE PERIMETER OF VAULT CONTROL PANEL DPEL ON 4" WA. PNC ROW INDUCER APPROVED DWG. NO. PVC BOTURE TFE MATDYIAL FM DUO FX, TRIP] Fi, ANY CLASS 1 N09CN 1 S.0, POWER CABLE AND IHSIRLATIMS WILL VARY. THE CONTRACTOR SHALL MEET THE 1 /6' SY -PASS MIHCF INTFNT OF THE WSTALIATIOV REOUREMENTS SHD'MI IN IHE IN THE VKHAWL HEM TYPICAL ST=EP INSTALLATION. STE' TAN SHA. E H -2 AD R D TA T 'LILY 5 TAk FECT MAY - D, DEPT. OF PUBLIC WORKS TYF'IC.AI SIMPLLX STET TAV C INSTALLATION AGPRO'+ED DWG. NO PUBLIC WORKS DIRECTOR DALE 7 -9 LIES. OWN. CKD. D. J- LEG -P 4/2007 CALL BEFORE YOU DIG a� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND o 12 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 3 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND .3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY -g i EXCAVATION. SPLICE TO EXISTING 14 GAUGE TONING MIRE TO STEP TANK CONNECT TO / F 915 -114G EVE SERVICE LINE -1 Y KIN BALL VALVE, SL x 1' CHECK INSTTLLATION NOTES, ALL SERVICE LINE CMSON BOXES SHALL 9E LOCATED 4' FROM EDGE OF CURB TO CENTER 1 OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. GANG CARSON BOXES SHALL. RE LOCATED 3' APART TO CENTER OF BOXES 2 BA_L AND CHECK VALVES TO BE NSTALLEO IN CARSON BOXES ACCORDING TD DRA'MNG. 3. 40 SEC 29, T 17 N, R 2 El WM SERVICE BOX - CARSON INDUSTRIES MODEL NO 1419H WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON- TRAFFIC AREAS) 7-14 GA. UP HEAVY INSULATED /COPPER TONING WIRE ALL TONING WRE SPLICES SHALL BE CONNECIED BY USING D.F.Y. KITS MANUFACTURED BY 3M STEP MAN PVC SWNG CHECK / VALK SL x SL J 1" ABI BALL VALVE. SL z SLJ 1' PVC NIPPLE, SL x SL- R' x MAN CIA. PVC REDUCING TEE SL A SL x TH OR PIPE SAOD!E — TYPICAL 1" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR pg1E 7— DES. DWN. MD. DATE JY JEG TP 4/200% FINISHED GRADE) i S 30'0 RISER o ALARM HIGH -EVEL LAG ON /OFF (4,5' DRAWDD'AN ON TO OFT) LEAD ON /OrF B- JY (4.5' DNAIWDOWN ON TO OFF) LOW '_LULL ALARM REDUNDANT OFF n o 000 aZ U 25' j m 6' MIN. BEDD'NG CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT _ -�APPRO ONO. NO. 7 -14 PUBLIC WORKS DIRECTOR DATE DES. O. JY JEG TP 4/2007 TABLE FOR F FEEDER WIRE RUN MIRE SIZE M MAXIMUM DISTANCE 110 AWG COPPER 2 250 FEEL 18 AWG COPPER 3 350 FEET (SEE SPECIFICAIONS FOR ADDITIONAL NFORMAMON). DECAL - SEE SPECIFICATIONS TO SILaF£NAmr BOLD IBPT. PU9N D91T. LETTER NO fai EERMEE CALL 360- •Ie -e•N arc v reLM � I 5' - -- PADLOCK WTH COMMON KEY CENTERED ON FURNISHED BY THE CITY PANEL OF YELM —SILMM LIGHT AND SILENCE BUTTON 1'C 8 -112 FROM POWER TO STEP TANK - SIMPLEX SOURCE I 1.2—, 13-f12 � � TO STEP TANK - DUPLEX ,op-1 � � 1'2':, T7 -,'12 TO STEP TANK - TRIPLEX `,RE •V/�_` �� CITY OF YELM DEPT, OF PUBLIC WORKS pNOTE: TYPICAL PUMP SI Y VARY PANELSZE MAMANUF CONTROL PANEL DPEL ON CURER APPROVED DWG. NO. kt. 7 -6 PUBUC WORKS DIRECTOR DA'E _ —DDS . K . JY JEG TO 4/2007 TABLE FOR F FEEDER WIRE RUN MIRE SIZE M MAXIMUM DISTANCE 110 AWG COPPER 2 250 FEEL 18 AWG COPPER 3 350 FEET FIBERGLASS LID WITH STAINLESS STEEL BO -TS MD NEOPRENE GASKET 5' MIN (1"P.) - 1'31/4" ALL LIDS zuw�� FINISH GRADE 1 SLOPE TO Nq NAIVE 14 GAUGE E, 2'- 1, PVC RISER, GRADE TONING WRE, 2' -0" !+ OT'.. ON SYSTEMS. TAIL INTO RISER � N INC.. 0R WUAL (FUR USE WITH NCN- TRAFFIC BEARING TANKS) NOTE" EISEN AND LID SHALL BE 30° ON ALL SIMPLEX PUMP VAULT INSTALLATIONS, RISER AND LID STALL BE 30° ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. DEPT. OF PUBLIC WORKS TYPICAL RISER DES. am. cK JY LEG TP Dlr, NO. 7 -18 G 2E SLOPE 10 TANK SWEEPING TEE HOUSE FERNCO CODPI WC, OR Af'PROKC EQUAL FERNCO COIPIING OR A"PRDVED EWAL COVER. ' GIXICRE7E COL_AR� 14 GA, CCPPCR TONING ARE 2' -0" TA'L INTO RISER WNINAGTCR TV EPDXY TWO 1' PVC PIPE PIECES 1' LONG TO FIBERGLASS UO FO2 UFIINC �OMPACTED BACKFlLL RISER WiH FIBERGLA SS LO CRENCO SYSTEMS. INC.. DU EWAL. • 21' PVC RISER REQUIRES 29° RIND &CAST IRON COVER 29° PVC RISER REQUIRES SO° RING d< ALUMINUM COVER SC' PVC RISER REQUIRES 3 6° RING k ALUMINUM COVER �, 4/2007 TOP OF STEP TAN( INLET BAFFLE CEPT. OF PUBLIC WORKS TYPICAL CONNECTION CMG. NO. PUBLI C WORKS DIRECTOR DATE 7 -7 m MMIIOIE RING AND 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: 300302 -1460 F: 760352 -1509 Ir C3 IX m w w o w ?�ao J rL()Z 0 _ Z � wwQ wg 2Q YVr w wX/ LL U DAN. K . LEG pWARD �y D4 wASryJ4Gfb FP �sN c i t y T F qfC/ E 1 ssr L �aG � V \/ OE NOI AT FILL F,ME FI Iq[ sAIE Aaamgar PROJECT ENGR /ARCH: JIM GIBBON CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID P,- �—_ DNG NO 3LIC WORKS DIRECTOR DATE 7-19 DES JY JEG TO Illlu[cJ11.YIP�. WA oqn JAN APPROVED FOR CONSTRUCTION rSHU BY: Date: Develapmenl Services Engineer APPROVAL EXPIRES: UT -05 COVER. ' GIXICRE7E COL_AR� 14 GA, CCPPCR TONING ARE 2' -0" TA'L INTO RISER WNINAGTCR TV EPDXY TWO 1' PVC PIPE PIECES 1' LONG TO FIBERGLASS UO FO2 UFIINC �OMPACTED BACKFlLL RISER WiH FIBERGLA SS LO CRENCO SYSTEMS. INC.. DU EWAL. • 21' PVC RISER REQUIRES 29° RIND &CAST IRON COVER 29° PVC RISER REQUIRES SO° RING d< ALUMINUM COVER SC' PVC RISER REQUIRES 3 6° RING k ALUMINUM COVER �, 4/2007 TOP OF STEP TAN( INLET BAFFLE CEPT. OF PUBLIC WORKS TYPICAL CONNECTION CMG. NO. PUBLI C WORKS DIRECTOR DATE 7 -7 m MMIIOIE RING AND 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: 300302 -1460 F: 760352 -1509 Ir C3 IX m w w o w ?�ao J rL()Z 0 _ Z � wwQ wg 2Q YVr w wX/ LL U DAN. K . LEG pWARD �y D4 wASryJ4Gfb FP �sN c i t y T F qfC/ E 1 ssr L �aG � V \/ OE NOI AT FILL F,ME FI Iq[ sAIE Aaamgar PROJECT ENGR /ARCH: JIM GIBBON CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID P,- �—_ DNG NO 3LIC WORKS DIRECTOR DATE 7-19 DES JY JEG TO Illlu[cJ11.YIP�. WA oqn JAN APPROVED FOR CONSTRUCTION rSHU BY: Date: Develapmenl Services Engineer APPROVAL EXPIRES: UT -05 pWARD �y D4 wASryJ4Gfb FP �sN c i t y T F qfC/ E 1 ssr L �aG � V \/ OE NOI AT FILL F,ME FI Iq[ sAIE Aaamgar PROJECT ENGR /ARCH: JIM GIBBON CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID P,- �—_ DNG NO 3LIC WORKS DIRECTOR DATE 7-19 DES JY JEG TO Illlu[cJ11.YIP�. WA oqn JAN APPROVED FOR CONSTRUCTION rSHU BY: Date: Develapmenl Services Engineer APPROVAL EXPIRES: UT -05 con INCL PANEL GARAGE CONTRACTOR TO WALL SHIM, ETC. TO ACCOUNT FOR DIFFERENT TYPES Q OF SIDING — m 3/4" PVC (CONTRACTOR TO CONDUIT FORM BOTH COND rT- o B a z AS SHOWN FOR B Tn w 3/4" LB CONDUITS) — W ELECTRICAL o LNE FROM TO ELECTRICP UNDER HOUSE PANFI _ CONDUI- TO STEP — 1Y — L TANK I J�FOOTINC /srEM TO STEP — �l — 'HALL TANK 'LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED CN A CASE B" CASE BASIS, L WALL CONTRA — STAINLESS STEEL TWO HOLE STRAPS AS REWIRED TO SECURE CONDUIT TO WALL -z7-.iEXISTNG GROUND N 1 70 STEP TANK TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE APPR DWG NO. "� 7 -5 PART In WnRK% nlRrmm nerF CD. TIP s a s r' 0 a I a 0 a s r �N E. so 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 Iy UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. D I E SEC 29,T17NYR2E7 WM ® a ( BAFFLE WALL - TO MEET THE 7' -11 O.D. CITY OF YEW CURRENT SPECS. I CONTRACTOR TO VERIFY SPECS. BEFOG SUBMITTING CUISHEETS FOR APPROVAL 1111/8" �1- 11' -10 1/4' -3 3/8" 6' -10 1/2" 4' -7 1/4" -w7wi* -lYx 1Yx 12' DEAMM 'Rtr yr d NOTES: ® HOLD DOWN STRAP CUP ► 4 HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG - SD TYPE "13- LIFT LUG - HD -IPWBN*4fx 12'x Ir DFADI N r TYP. SHELL CODES: 2- E8SO7SD SHELL CODES: 1- E8S10SD, 1- E8SECSD 7' -8 I.D. I BAFFLE WALL - TO MEET THE 7' -11 O.D. CITY OF YEW CURRENT SPECS. I CONDTACTOR TO VERIFY SPECS. BEFORE SUBMITTING CUTSHEEIS FOR APPROVAL I 1 2 3 4 5 7 8• ► A ► 4 16 -1/2" TYP. 3' -6 1/4" 12' -4 1/2" 3' -6 1/4" -M%gb Lk 12'x 12-x 1B' DFIDMNI NOTES: ® SWT G -6 8') -6000 8/1/2003 HOLD GOWN STRAP CUP onall M. ► 4 HOLD DOWN STRAP LOCATION KASOEDER 0 TYPE "13" LIFT LUG - SD .�/•w* cwram TYPE "13' LIFT LUG - HD ij CONTAINMENT 5,897 `xmm arc 63s SOLUTIONS 2050 86SWG6 APPROVED FOR CONSTRUCTION BY: Date: j5-ei Pmaut S—,- Engineer APPROVAL EXPIRES: 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 88502 P: 30J 2 -1485 F: 36"52.109 J N LiJ 0 LL LL U) v LL V) Z XJ O Q MU? Lu Lu Lu cl)p2 Y0 >- Lu LL W U ZpWARO NAIL o MN01ATWa". F rxrL scNE Attamxar PROJECT E4GR /M01: JIM GIBSON DEMO : JIM GIBSON w1fil11Y:6; NIA UT -06 14 - 15 30' 0 30' 60' SCALE: 1' -30, Scole FEET N BARBED 'MRE FENCE I / 8" DEBAR W/ cA - --�� 1TH OF LINE LSA 27195 i I I I U � I I U h I I C� I ■ R M 106TH AVENUE S.E.Tel ----- 5 ----- S- y___.._q_ -- .4q - -__ I, .�__�______ 1v__ STONE FIELD FENCE 5 TO 11 FEET fDE I4/ OLD BARB YORE FENCE 40.2 (11122- PLAT) • uL ®0 • RETAIL '� 3 BLDG a C L'11•• 5 _S S __S -S -$ I 3 3 s QQ V \ F S — — — - -- I D • �• C1Ig yr - -� o 0 2 0 q s I o q a I 7i 5 o � ❑ I $ c s s RETAIL q I q BLDG ❑ _ I 7,800 SF q I 13 I s a q q 3 o l; w I K ' , � ❑ ® �d , q A q ! I °— g�a • j aicF SEC 29, T 17 N, R 2 E, WM CD � I I7 AIL ARDED WE FENCE 12.2' (610.:3' PER R.O.S. 3595810) J 1 y +# �4 + FURNITURE d y STORE 41-44 ++ EXISTING 4 STORMWATER a+++ INFILTRATION o + +++ POND e_ L7 EA 14 III 4 STONE FIELD FENCE 5 TO II FEE 'n9DE 14/ oLD •9280 PrIRE FE4ICE I ++ % BOTANICAL NAME COMMON NAME SIZE QUANTITY +4 4++ / ? ++ t / O caissa macrocarpa boxwood beauty 1 gal 49 h T. +++ + puronus laurocerasus ottol ken laurel e v igal 46 ❑ ooracion inbremo primavero heather 1 gal 16 �+ t Y �Utr Skorw Qip• u N S 0823'49" E_ -_ - -GONG. CURB �__ - - -�_ - - - �= 395ONC_W'ALK -� YELyMEAVEN'UE°(STATE ROUTE 507) — – – CONC . uNIE, LOT s, BLOCK es, !ACKENNA IRRIGATED TRACTS' E =a CALL BEFORE YOU DIG ao `+ THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND $!v PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL op UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY ' EXCAVATION. EXISTING BLDG m 4 I berberbis thunbergh rose glow barberry 1 gal 31 ® juniperus chinensis old globe juniper 1 gal 36 cornus kousa chinensis chinese kousa dogwood 5 gal 6 ,gee aver almatum P butter0yjapanesemaple 5gal 7 pyrus calleryana chanticleer pear 5 9 al 10 `��v f ^' ` thuja plicate western red cedar 5 gal 23 / dA 1 i i I S £8.18, 35., E WA i WA WE NA N 01'41.24" E 9.4 0' H - _ JIM -- - / - - _-- -T - � - - 'oa i WA onn APPROVED FOR CONSTRUCTION BY: Date: Development Serrices Engincer APPROVAL EXPIRES: WN01ATMY F w,, S M1.V y LS -01 15 W U) Z 0 a .J Z S`Vz I.- W � V W23 z Z YUw J LU W W U S £8.18, 35., E WA i WA WE NA N 01'41.24" E 9.4 0' H - _ JIM -- - / - - _-- -T - � - - 'oa i WA onn APPROVED FOR CONSTRUCTION BY: Date: Development Serrices Engincer APPROVAL EXPIRES: WN01ATMY F w,, S M1.V y LS -01 15