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20070404 Plan Set 02102009GENERAL 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 CONFUCT BETWEEN THE SPECIFICATION TYPES, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA AND WISHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN 1 ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS ANY REQUIRED INSPECTION TEST WALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YELM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REQUIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A TWO -YEN WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 7. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTIUTIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 80D- 424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. B. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVE. 9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION 3 (360) 458 -3835. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEMCES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT y INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR SHALL PROVIDE ALL FLAGGING, SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE i STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE i AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES. b 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE s CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE ° PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE HAUL ROADS THE CLEANING AND REPAIR REQUIREMENTS STET BYCOTHER PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK. 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 0 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF g WORK BEING PERFORMED BY OTHER CONTRACTORS. 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR. AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OWNER. a 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR e� ORIGINAL 'PRE CONSTRUCTION' STATE OR BETTER. 23. DRIVEWAY ACCESS AND UTILITY SERMCE TO EXISTING HOMES OR BUSINESS SHALL BE y MAINTAINED AT ALL TIMES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND [^ PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL °y UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND m R LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY IL ,q z EXCAVATION. SEC 29, T 17 N, R 2 E, WM CREEK STREET MIXED USE - COMMERCIAL CONSTRUCTION PLANS YELM, WA 11 FURNITURE STORE RETAIL BLDG „ , 106ikT.AVE(IE RETAIL - YELM AVENUE (STATE F CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN 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 CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4DOOW 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. & THE CDNTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. -741 DWG No DRAWING TITLE 1 CV -01 COVER SHEET 2 -. C. 11�9 H I EC -01 TESC PLAN 4 IL =�- 5 rI G � 6 SD -01 STORMWATER PLAN 7 SD -02 STORMWATER, GRADING AND PAVING NOTES & DETAILS 8 SD -03 STORMWATER, GRADING AND PAVING DETAILS 9 11 FURNITURE STORE RETAIL BLDG „ , 106ikT.AVE(IE RETAIL - YELM AVENUE (STATE F CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN 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 CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4DOOW 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. & THE CDNTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. -741 DWG No DRAWING TITLE 1 CV -01 COVER SHEET 2 -. C. 11�9 H I EC -01 TESC PLAN 4 EC -02 =�- 5 rI G � 6 SD -01 STORMWATER PLAN 100' 0 100' 2DO' SCALE: 1' =100' Scale FEET !! I 1 r r ?/ d 7 l I m SHEET /DRAWING INDEX aY' y i j. PALOUSE AVE. I OWNER/APPLICANT: 1 PARCEL 64303400501 & 64303400502 OWNER: RICK CHRISTENSEN 11915 CLEAR LAKE RD. S EATONVILLE, WA 98328 360 -458 -3602 SITE ADDRESS: 10602 106th AVE. SE YELM, WA 98597 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 CG -01 GRADING PLAN 6 SD -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 15 LS -01 LANDSCAPE PLAN - COMPLETED BY OWNER CONSULTANTS: CIVIL' SHEA, CNR & 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 1D5 YELM AVENUE WEST YELXI, 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 01"57'11 E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. LEGAL DESCRIPTION: LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; IN THURSTON COUNTY, WASHINGTON. S.E. IOIiI1mis3IK*Ifl STATE S.E. VICINITY MAP NOT TO SCALE nuy OF CITY 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: CONCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES GROUP PROJECT SITE APPROVED FOR CONSTRUCTION BY: Date: Developmeol Services Engin= APPROVAL EXPIRES: d AH R ELL 2192 CARRIAGE ORM. BLDG. H, OLYMPIA, WASHINGTON 98502 '; 360.352-1465 F: 380352 -1509 W W W.SHFACARRJE W E LL.COM I 1.= Gc x01 I.TWs F 9m. T 40M5x991Y CV -01 1 K 15 W N 93 W X P _ 2 z W W y W uj 2�+ O NOS V YVr UJ W v I 1.= Gc x01 I.TWs F 9m. T 40M5x991Y CV -01 1 K 15 30' 0 30' 60' SCALE: 1"=30' Scale FEET N SEC 29, T 17 N, R 2 E, WM F (111225' T)_REREFUSE RETAIL/FURNITURE AREA FOR BLDGS. „-� if 11 onic. SEESEPARATE' ARCH. p L.= _ -L Gsapeu ri,-r i",CE ;6' 61 WALK - . 'a + 1O PLANS FOR DETAILS, v U I%' 609.85' CALL. f - .. _ 4 4,560 SF (610.13' PER R.O.S. 3595810) ry If If1 L , 8' REBAR W/ CAP STORAGE w ,a",L n ID 9ARP Ia1. R L. rNCL MLLSJ 27 95E O y5 FURNITURE STORE o 21,600 SF 1 CONCRETE ,) ,__w T a'h J5 •. N . ` . I i EXISTING (SIDEWALK ( TYP SIOEWALK S TORMWATE R SEE SHT SD -0 FOR DETAIL INFILTRATION POND 22.70BLDG 20 SP CE W 2 DA 10,500 SF T— CONCRETE i 1� o— S• CO RETE ISDDEWALK (TYP)/ =L7- PEDESTRIAN J_ 4/ SEE�SHT SD -03 FOR ` WALKWAY 60' N ADA PARKING STALLS ' 6' 20' 24' 20" -Pj s• j SEE SHT SD -03 FOR �. DETP,IL 0.7 ' 14 c'S. 16• 1 DETAIL \ 6 l I a a � PA ES 11 PA ES i - s YELM 44• EXTRUDED CURB CREEK �I N 24 J , i ' S S CE INFILTRATION (TYR) SEE SHT FLOOD j °' U POND SD -03 FOR PLAIN 6 \d. 6,, DETAIL i INFILTRATION POND, - ` 'T _. dS ?• s, SEE SHT SD -03 FOR _ 6,,SIDEVAL`K ,• - DETAILS p ° (` ?NC 1nu, ._ _ -. _. _- _ b26, l 8 SP CE _.24' - -- - 3 PA ES - - o -° -- 3 106TH AVENUE S.E. CEMENT CONCRETE _DRIVEWAY APPROACH S "< FOR DETAIL I REFUSE LOADING ZONE 5 SP CE REFUSE AREA FOR RETAIL BLDG. SEE S' 15 6' j { SEPARATE ARCH. v' _ EXISTING PLANS FOR DETAILS CONCRETE - LOADING ZONE PEDESTRIAN BLDG 15 WALKWAY s z5 - W 11,140 SF a EXTRUDED CURB k W w a RETAIL S (TYP) SLEE SHT 'J a a q z 3• SD -0$ FOR a- OL % a DETAIL. II °' = YELM CREEK Q4 N nw U I �J �� - , • V i I II _ _.- o - -�_._- iI FLOOD PLAIN 0_ CONCRETE L 24 SIDEWALK TYo SEE SHT SD -03 a FOR DETAIL s _._ RETAIL : w fi i { ¢ ¢ U 0 BLDG y a 7,800 SF ! gI Q a l i t N N f Q If S 8873'49 395. 1 _ _ 1 ._._._ S 16.58' E 94' 10' EXCEPRON PER LEGAL DESCRIPTIDN -e.. YELM AVENUE'(STATE ROUTE 507) N orarza` E — 9.40' Er NE j_JI,K ± � � 'IVKFYNr fsl.,4 FD TRhC 15 o CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL gUTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY sJ EXCAVATION. SITE DATA: OWNER: RICK CHRISTENSEN W 11915 CLEAR LAKE RD S EATONVILLE, WA 98328 VERTICAL DATUM 360- 458 -3602 SITE ADDRESS: 10602106TH AVE SE YELM, WA 98597 PARCEL NUMBER(S): 64303400501 - 64303400502 ZONING C -2 UTILITY SERVICE& AMY HEAD 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 CRITICAL AREAS 1.80 ACRES PARKING REQUIREMENTS: DAIS 1 STALL PER 250 SF FOR RETAIL 1 STALL PER 400 SF FOR FURNITURE W NO STALLS REQ FOR STORAGE AREA INSIDE FURNITURE STORE it TOTAL PARKING STALLS REQ. 172 TOTAL PARKING STALLS PROVIDED 172 10,500 SF COMMERCIAL BLDG PARKING STALLS PROVIDED 27 PARKING STALLS REQUIRED 42 7,800 SF COMMERCIAL BLDG 1290 -01 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 Effelapmeol Services Effgme PARKING STALLS PROVIDED 48 PARKING STALLS REWIRED 45 F i 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA WASHINGTON 99502 P: 360352 4165 F: 3603624509 WW W.SHEACARRJEWELL.COM t'ps' NAL i y0 BASIS OF BEARING W N 0137'11' E FOR THE WEST LINE OF THE FFn VERTICAL DATUM NORTHWEST QUARTER OF SECTION 29 BETWEEN CHECKED BT: 0 Q Q Z X _j o a THURSTON COUNTY PUBUSHED BENCHMARK / 784A ONE VIER AT ML YNF. F K91. sNE N1IBMIRY AMY HEAD PROJECT ENGR /ARCH: �v? 00 JIM GIBSON - Fix FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF LJJ Lu V) < Q ? Lu 2 ELEVATION = 359.66 6f. 0 H U) c�.i W W >_ vj DAIS W JAN 2009 it 0 t'ps' NAL i y0 BASIS OF BEARING DRANK BY: N 0137'11' E FOR THE WEST LINE OF THE LHURTADO L HU VERTICAL DATUM NORTHWEST QUARTER OF SECTION 29 BETWEEN CHECKED BT: THURSTON COUNTY PUBLISHED MONUMENTS 788 NAVD 88 AND GPS2. THURSTON COUNTY PUBUSHED BENCHMARK / 784A ONE VIER AT ML YNF. F K91. sNE N1IBMIRY AMY HEAD PROJECT ENGR /ARCH: WASHINGTON STATE PLANE COORDINATE SYSTEM FIVE CORNERS YELM AVE. BALD HILL ROAD k CREEK STREET. POINT JIM GIBSON - SOUTH ZONE (NAD 83/91) 0E9°'IER JIM GIBSON DRANK BY: LHURTADO L HU VERTICAL DATUM CHECKED BT: JIM GIBSON NAVD 88 wEMED BY: THURSTON COUNTY PUBUSHED BENCHMARK / 784A AMY HEAD CHECKED/ APPROKD B' FIVE CORNERS YELM AVE. BALD HILL ROAD k CREEK STREET. POINT JIM GIBSON FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF STAMPED BY: JIM GIBSON TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. "OMZONTAL SCAT£: ELEVATION = 359.66 V =30' -F 4ERTCAL WC : WA DAIS JAN 2009 APPROVED FOR CONSTRUCTION 0B "" 1290 -01 DRAWING FILE No: BY: Date: 1290-01 -SP -01. Effelapmeol Services Effgme DRAINING Na SP -01 APPROVAL EXPIRES: SHEET N. 30' 0 30' 60' SCALE: 1• =30' N Scale FEET r P! PEE'1 FEECL 5 10 El MCI ti/ J C BARB PMF F EN _ ,2 w ;1 u ' SEDIMENT TRAP II SILT FENCE 1 '11 J SAWCUT IL WWv=, W b� LLJ I' INSTALL INLET SEDIMENT PROTECTION YUw o— W SUL r, OF f,l W �l TO PRO E91 NL STORM SYSTEM F 0 iVII Ll# rJgg U SEE DETAIL SH EC -02 (TYP) 1j I ! �I vi I 1 i1 fF , 1 0 � i FNLD i i .641 J It �' 11 o- RETAIL BLDG INSTALL STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL SHT. EC -02 -� ,F� 5 ,erl b 4 r�1 U D I E SEC 29,T17N7 R2E3 WM FURNITURE STORE J "Al b 1 * H =,.0 ,g581Q) � FAftNtO Pi9tF FENCE X y F 1 ;1 u ' SEDIMENT TRAP II SILT FENCE FURNITURE STORE J "Al b 1 * H =,.0 ,g581Q) � FAftNtO Pi9tF FENCE X y F 1 ;1 u ' SEDIMENT TRAP r SILT FENCE 1 '11 J SAWCUT IL WWv=, W b� ( CLEARING LIMITS j (TYP) 'INSTALL SILT FENCE BY ENGINEER OR IN! SEE DETAIL SHT EG r' 1 �, Ilr,�E- 'E BJ,J+.+III STABILIZED CONSTRUCTION ENTRANCE INLET SEDIMENT PROTECTION ' SEDIMENT TRAP —U—o-- SILT FENCE — CLEARING LIMITS J SAWCUT IL WWv=, W b� LLJ 1 �, Ilr,�E- 'E BJ,J+.+III ,1 - S`.t?:. -- ., v \ h u �� IN IEOU SEDIMENT THERTRAP AS a ml,J nnn f -.- - - NECESSARY DICTATES SEE DETAIL SHT. EC -02 �. r � I ex B _ INSTALL STABILIZED xl CONSTRUCTION ENTRANCE SEE DETAIL i my VCY F I� CONTRACTOR TO SAWCUT ANO 3 � I` � REMOVE 1 FOOT OF EXISTING ASPHALT BEFORE MATCHING NEW ASPHALT SHT. EC -02 INSTALL INLET SEDIMENT -- _ L, PROTECTION TO PROTECT _ EXISTING SYSTEM (TYP) I li i I I RETAIL -- BLDG ,,P FASEMENT E GIER .158 P E. SEMENI PER .4.F.+ 593742 I CLEARING LIMITS a (TYP) E31 r1 J 43 :dSEA1L. HH . � , J1�E. 352_�I t ��* �. _� -- - .� �Ir 3.. _. �- �3ri3 Ei - fi 543 $ YELM AVENUE STATE ROUTE 507 — — - m -_ n L eI N it n.. 1., +JNA '.RR AEL 1t,,i:IS -- � E ° CALL BEFORE YOU DIG m� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND R PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL W 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. STABILIZED CONSTRUCTION ENTRANCE INLET SEDIMENT PROTECTION SEDIMENT TRAP —U—o-- SILT FENCE — CLEARING LIMITS J SAWCUT IL WWv=, W b� LLJ I' INSTALL INLET SEDIMENT PROTECTION YUw o— W W �l TO PRO E91 NL STORM SYSTEM F U SEE DETAIL SH EC -02 (TYP) vi I , 1 FNLD J AKA IERIA, o- ,1 - S`.t?:. -- ., v \ h u �� IN IEOU SEDIMENT THERTRAP AS a ml,J nnn f -.- - - NECESSARY DICTATES SEE DETAIL SHT. EC -02 �. r � I ex B _ INSTALL STABILIZED xl CONSTRUCTION ENTRANCE SEE DETAIL i my VCY F I� CONTRACTOR TO SAWCUT ANO 3 � I` � REMOVE 1 FOOT OF EXISTING ASPHALT BEFORE MATCHING NEW ASPHALT SHT. EC -02 INSTALL INLET SEDIMENT -- _ L, PROTECTION TO PROTECT _ EXISTING SYSTEM (TYP) I li i I I RETAIL -- BLDG ,,P FASEMENT E GIER .158 P E. SEMENI PER .4.F.+ 593742 I CLEARING LIMITS a (TYP) E31 r1 J 43 :dSEA1L. HH . � , J1�E. 352_�I t ��* �. _� -- - .� �Ir 3.. _. �- �3ri3 Ei - fi 543 $ YELM AVENUE STATE ROUTE 507 — — - m -_ n L eI N it n.. 1., +JNA '.RR AEL 1t,,i:IS -- � E ° CALL BEFORE YOU DIG m� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND R PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL W 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. NOTES: 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP NA INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE- CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION B SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. BASIS OF BEARING N 0157'11' E FOR 1HE 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 R 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 08502 P: 3604524465 F: 360452 -1500 STABILIZED CONSTRUCTION ENTRANCE INLET SEDIMENT PROTECTION SEDIMENT TRAP —U—o-- SILT FENCE — CLEARING LIMITS J SAWCUT NOTES: 1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP NA INTERCEPTOR DIKES AND /OR SWALES AS NEEDED. 2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF ECOLOGY. RECOMMENDED CONSTRUCTION SEQUENCE (INFORMATIONAL ONLY) 1. PRE- CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION B SEDIMENT CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. BASIS OF BEARING N 0157'11' E FOR 1HE 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 R 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 08502 P: 3604524465 F: 360452 -1500 �pWARD 5 of WASyANGrs 4 O Q i O 9 a' w 0� q 1501 E0.E0 C� SS10 AL e A� 61E1W 4� F trot, SGHE I4CQWIIiY "TINDI 1' = 30' -0" M NVY APPROVED FOR CONSTRUCTION 1°B N. MAINN ORANINC FILE Na: BY: Date: 1290-01-EC-Ol.dwq Development Services Engines DRAWNG N. EC -07 APPROVAL EXPIRES: SHEET N. 3 rc W N 0 Z X Q O J �V? IL WWv=, W LLJ ~ YUw W W U �pWARD 5 of WASyANGrs 4 O Q i O 9 a' w 0� q 1501 E0.E0 C� SS10 AL e A� 61E1W 4� F trot, SGHE I4CQWIIiY "TINDI 1' = 30' -0" M NVY APPROVED FOR CONSTRUCTION 1°B N. MAINN ORANINC FILE Na: BY: Date: 1290-01-EC-Ol.dwq Development Services Engines DRAWNG N. EC -07 APPROVAL EXPIRES: SHEET N. 3 rc EROSION CONTROL NOTES: SILT FENCE L FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS MEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, RE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRAINGULAR SEDIMENT FILTER DIKES: 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 2. ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT RINGS 3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES. 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE GEOTEX71LE 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 SZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS CL BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS USE 3/4-70 3 -INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER 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 n 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY i FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION PATH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/UNEAR 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. b 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. a 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. B 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACIUTY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. R: ¢ CHECK DAMS: g 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM s DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. r 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK 6 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 rn CL THE DAM IS LOWER THAN THE EDGES. I i E � r p CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 29, T 17 N, R 2 E, WM EROSION CONTROL NOTES -cont : 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE DIGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. N 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 �U? 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. ORMUCTION ENTRAN19L 1. MATERIAL SHALL BE 4' TO 6' QUARRY SPALLS AND MAY BE TOP - DRESSED WITH 1' TO 3' ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH ALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR NCLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION iI THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, HE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE A AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILID 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 THURSION 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 TO PREVENT MIGRATION TO SILTS TO OFF -SITE PROPERTIES. I 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 C1050-0 STABILIZED ENTRANCE. STABLIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INRESS/EGR SS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SAT�SFFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED VATH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REWIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMNIATER 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 DISTUED SOILS STALL BE STABIU ZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURE SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH P VC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIE S SHALL REWIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOVMSLOPE OF MORE THAN DIVE PERCENT STALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATERING DEVICES STALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF S014 MUD, OR DEBRIS OFF -SITE PILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REWIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT UNITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND GUT/FILL SLOPES. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE, AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH 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. / INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT oSo FILTER FABRIC UNDER QUARRY SPALLS PER SPECIFIATIONS THIS SHEET GEOTEXTILE z N �2Q }, NOTES: 1. DRIVEWAY SHALL MEET THE REQUIREMENTS OF THE PERMITTING AGENCY. Z. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD H � REFERENCE: BMP AR .. STQAIWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA WASHNGTON2001 C705 DATE 02007 STABILIZED CONSTRUCTION ENTRANCE 1 GRATE FRAME " "r' OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED WATER REFERENCE: STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA WMHINGTON2001 VIEW NOT TO SCALE BMP C220 0 ATE oazooT I STORM DRAIN INLET PROTECTION wl CB FILTERS G JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60' WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2'x2'x14 GO WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED II it I Iz g r u BURY BOTTOM OF FILTER MATERIAL IN 4'X4' MIN TRENCH 4'x4' MIN TRENCH, PROVIDE 6'4' MAX 3/4' TO 1 -1/2' WASHED POST SPACING MAY BE INCREASED TO 8' IF ROCK OR NATIVE BACKFILL WIRE BACKING IS USED 2'X2' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT REFERENCE: BMP STORMWATER DRAINAGE MANUAL FOR CNY OF OLYMPIA WASHINGTON2001 C233 DATE 02=7 SILT FENCE SURFACE AREA DETERMINED AT TOP OF WEIR 4' MIN. 1 MIN. OVERFLOW 1' MIN. -_� ` - - - - Cl 1'MIN. G G- 3.5' -5' 1.5' MI FLAT BOTTOM 3/4' -1.5' R WASHED GRAVEL GEOTEXTILL 2' -4' ROCK DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION 0 H REFERENCE: AD STORMWATER DRAINAGE MANUAL FOR KING COUNTY, WASHINGTON DA's Film SEDIMENT TRAP I MIN 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 361) 5W -1485 F: 3601 W W W.SHEACARRJEIMELLXOM N W J N Z XQO Z �U? Q H _ W W Q w �2� Z YVw W O' F- U NNE M AT RAL ]ENE F NOT, SINE =ftDN1LY 1715[HI:I347.1 JAN 2009 APPROVED FOR CONSTRUCTION '10B No 1290-01 DRAMNG FILE No: BY: Date: 1290-01-EC-02.dwg 7)evelopmenl Services Etq mm DAAMNG No: APPROVAL EXPIRES: EC -02 SHEET N. 4 rc 15 A I 8 (: v SEC29,T17N,R2E,WM 30' 0 30' 60' SCALE: 1 - =30` Scale FEET N • - _. -1� _ „�� r '2"✓_Y- " °'-- -'-" F -. . + 1 • „.�.H A'Rd N2- c ENC M 349.00 51880 u r 2 I� 9ARSEU AIRt F._ FFtlCE ?K Ev x ', ... .,• a - 4 B I 752.00 � Y 352 35t7e . e � I -.- 352.0➢ -- �� Sz I S 1 IF WIC .# ?;11� -- 351.78 FURNITURE -�A* 361.90 3s1�5cie a is axis- 351.30 1.3o FFE 351.10 = 352.00 �I 351. 351.83 _ 351.90 351.40 ' 351.40 35190 '351. P1 „430.5400JL 1 i 351.40 751.2 351. 180 1.24 - - RETAIL 24 . - -- z o .7a . BLDG 35, gn 3st.7e I 2 3 7 Q 3 .24 EXISTING 3 5. 24 INFILTRATION u FFE = 352.00 > 351.�p.gpx 351.00 751.24 7.14\ 1351.24 I \ �I �.. 351.65 �°4• I � POND , 135,.24351.54 - -p... - SD- SD .. -_s,. 0+�= O.90x 351.00 357.74 I t � 36L00 � So -� .,6 SD 351.65 351.30 0-50% l .. 35178 351.4 I 352 I / -\ 35133 357.28 31.80 351.30 A'f 1.24- 351. .24 11 ! __ I - 351.85 1. 4 35.4 1. 4 RIDGE LINE !I 1 YELM >r _Z 1.54 35154 ' (\ ' CREEK I. f I INFILTRATION POND :I 1 I, FLOOD I I / 35tao op/.„ 351.e0 I , PLAIN 351.40 / 751 31.501 351.55 9e ` I la, 351.40 1.24 8 OTSX 51.30 / 1 -._- S 357.28 -_ So - _ S0 i.00x it 3stzo 3s1.w o ?� �� 1.65 351.5s o� n { w w �_- � s1.a0 to y., rF tilWt • `n RSM --LL 145 -- _ MATCH EX _--- ._.,`11 c �.F,. 3 1.4 135200. 351.5 -.._ _ _ ' - 35.37 -'1 t9 -1 350.001 _ } RIDGE O _ _ - L24 . - I _ <" 106TH A - _- - - - VENUE S.E: - E t i� y_. ._. s - -c -S - ���- -_._ ., _ _ ___-- _•-- -_ �- ,.,A. _ - - - - CIA', F - -_ - �i �� 351.50 1 1.50 lhA_H 1 3 (. 1... P` -1-1 _ ._.r. mw;r J nJ MFSn(t.. Tt i B TVA Sn„ita .65 1.OR ATCH E% "•.(k- tYA -�?W- t \349 s.7� i9 of \� , i� E .6o .. - 1.15 349.902 V h INE 3520 35.80 .^P ' MATCKEX 35 .30 .1501. 349A8 .�. I I - b, - 351.50 351.30 PJA � 350.45 � 311198 # ( - � J". .�4.� 351j 1.30 I � 3512 .• 318.9 � � � i >� -: �,._ ,•,a *•a__.--° P i �I � /I ,`/ .- _ ',., - V 351.24 I •,� 351.74 r l 5 351.24 349.98 49.48 III • t o I 351.90 35174',, - K S it j i ` - 35124 2 _ RETAIL 351.W 351.24 pIp� N BLDG 350.84 350.48 .. I FFE = 352.00 349.98 �. 351.40 .� z 0 •°'� 351.24 DIPHONE 5 VILIGRAPH >X -s 351.90 .ASFMENI PER AF A, 593:'42 a I 351.24 351Y;�,N 3 p•� , _ g ,2 �,J , 2b __ 352 .; -V 3 A.. i. " �P � ..�.. .•.., � _. __- dC.._.�" _.... .' - '- E%GRlw"E ., . A-- '.` __ _ -._ + n f -, _ r_.� a, _ Ex cR a - „v F o I � �B i _ -o _.. c . _ YELM AVENUE' (STATE ROUTE 507) 41 ;41 0 A � T s T 1K�HN„ IPRIC FE s LE'. f 5E PER 0 L .MOM I N,4P W A,72 X00 Br BIIIY R. MUMMA P,1_S. _- � rn E CALL BEFORE YOU DIG :s THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND E? PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND c 3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY z EXCAVATION. GRADING LEGEND: --- PROPOSED CONTOUR -xx- - - EXISTING CONTOUR - - - - - RIDGE LINE %x % GRADE 3500 STOP 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 WALL 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 WATH 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. 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 '" R ELL 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 3603524465 F: 360352 -1509 WWW.SHEACAMEWELL.COM Z J IL Z Fin 6 /W/A v! XQo mu z F- Wyz ui c23 G - 0� YVui W W 0 OXE NM AT fULL SGNF. F w ImE AClUmN14Y RIUIECT ENGR /ARCH: JIM GIBSON DE9MER: JIM GIBSON THURSTON COUNTY PUBLISHED BENCHMARK i 784A -CADD MEOP JIM GIBSOt FIVE CORNERS. YELM AVE. BALD HILL ROAD k CREEK STREET. POINT CHECKED BN AMY HEAD FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF CHECKED/ e TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. JIM GIBSOl' ELEVATION = 359.66 STAMPED 01 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: 1' = 30' -0" CG -01 30' 0 30' 60' SCALE: 1' =30' Scale FEET N RETAIL T. BLDG I s MUL RT OLD BARR rMH 4.FCE b 4 j ! > INSTALL ROOF DRAIN 33 LF 8' SD SD !� OUT 3' OUTSIDE BUILDING. ` - LOCATION TO BE VERIFIED _ CB I WITH BUILDING PLANS. I _ - I�i nL / �p5 xr �;,tv tAl _:. f... • fAfiJ V 6 .La fnf :TUN rimy SrIL- j �. I r w: - r_- TP __ x f l 106TH AVENUE S E.1 s `- - -- -> ,1 "- '•h f r:.:.. n .� .. .v -. J )e , .._ I ER' NF -4v 3 Ill;:i 4A l - �5 �l ur fE , u::- - - - M - �y �VA'ER oTUB co 113 4� FP' or 1 CB 112 ce _ . 15 LF 12' ADS 0 1.0% INSTALL ROOF DRAIN CLEAN 15 LF 12' ADS 0 1,0%- OUT 3' OUTSIDE BUILDING I LOCATION TO BE VERIFIED - �1 "WITH BUILDING PLANS. 12' PIPE INLET s 1E 346.18 (12') g N= 590468.71 E= flT8911�U z I �MX120` INFILTRATION w g • i 'I ENCH. SEE DETAIL ON � •y • SOT. SD -02 z I RETAIL Q ! nl ?f -P- f, � � •, D I E I F I C SEC 29, T 17 N, R 2 E, WM j II I n rail r 1 FAR& l) MP6 rEIVCE x- i - -. X 6/9 q 595A?JJ 1 nlC rc U h� :(��� FE 411" 41 U it.B 0Pf INSTALL ROOF DRAIN CLEAN FURNITURE - z OUT OUTSIDE BUILDING. STORE INSTALL ROOF DRAIN CLEAN 'f OUCA ON TO BE VERIFIED OUT 3' OUTSIDE BUILDING. ,! a w WITH BUILDING PLANS. LOCATION TO BE VERIFIED y I WITH BUILDING PLANS l l . v 1. e NORM DRAINAGEr CATCHBASINS: `5 ! j1 TYPE 1 i/ CB 19 AQUA SWIRL AS -3 I_I :jRIM= 351.00 % RIM= 352.25 .' 112 LF 12' DI 0 0.5� 60 LF 121 ADS 0 0.50% 60 LF 12' ADS 0 0.50% 16'X60' INFILTRATION !TIE-349.20 (12-E) �� IE- 348.06 50 ': SD IE =349.2 8 / N- 590604.73 E= 1119048.59 POND. SEE DETAILS IXJ I N =5906 5 E 1118871.67 r SEE SHT SD -02 FOR DETAIL CB ie2 ADS 0 0.50 %� CB CB N SHT. SD -02 'I a' 42 LF 12' CB 12 TYPE 1 / ,1 CO /10 AQUA SWIRL AS- RIM 351.00 q ? j RIM = 348.50 + / -' i IE- 348.62 (121 �) 78 / IEx346.72 (12;'S,W,E) ` IE= 348.62 (6 */N) N- 590533.26 E= 1118984.54 CB \15 CB IE= 348.00 I N= 59064&531 11 983:01 SEE SHT SD -02 FOR DETAIL 1, .CtR,i: 13 TYPE i CO ji1 AQUA SWIRL AS -2 pp-ql / 4VA =351.54 r ? RIM 350.001 'N o- 22 LF 12' ADS 0 0.50% / Il 34&32 (�2' E) IEx346.33 (12' E, W) I 22 LF 12' T $ ADS 0 0.50% 12' PIPE OUTLET i N- 590646. 2 E�1119041.99 Nx590483.36 E= 1118911.43 lr- SD 90 �© IE 344.52 (12') y ,Y SEE SHT SD -02 FOR DETAIL OB #8 60 LF 12' ADS 0 0.50% CB � 60 LF 12'. ADS 0 0.50% C9 � N=590564.37 E= 1119195.63.. .CB iK TYPE I CB j12 TYPE 1 349.48 ,�.r I O�e IE= 348..62:(12 'W) IEr346.48(12'N) y,��.. 1( -- '' Sly" f .__ �.' ®�'. - - - 1E= 348.62 (6'N) IE =346.48 (8-S) J I 4W EN - -. - s�?"� y N= 590682.34, E= 1119102.50 N= 590483.82 E= 1118894.93 V ARSON 50 -_ 2, CB J5 TBPE 1 CO #13 TYPE 1 CB /10 18g 12' ADS 0 1.0% -- - - - - RIM, 351.)30 RIM-349-70 a „ I; IE= 348.11' (111 N,S,E) IE,34733 0.94 E= 1119040.84 Ns590�508.79 E= 1118825.14 s - �.. OU 114 TYPE -48 2 I j6 E 1 RIM = 352.00 -__-- Po -351.$0,' IE= 344.84 (12' W,E) I � i •e CONTRACTOR TO FIELD L =348.22,4(12' N,W,E) N- 590543.90 E= 1119169.73 "0 NT59058R.95 E= 1119040.24 LOCATE EX 12' SD ODUf N AND CONNECT TO CB %10. �I j �1Ir �W n� ) �° '^ & APPROX LOCATION IS V �I CB 17/TYPE 1 n4 N 590527.80E 1118992.29-' RIM 351.00 IE 3$8.52 (12' W) 1 I 1 1 I N=PO581.32 E= 1119099.72 j8 TYPE 1 ,01M= 351.00 IE= 348.52 (12' E) N= 590584.56 E= 1116981.27 i I�I 1 BLDG z • _ • 'S � 1 I I 1� � � �� :H FP!IONF R Er ;ASEMEW PER A F N- 5BJT42 r 4�AIr ,tM;N. 62. f t sxu .✓.al ✓✓� ✓rE a <u <.em _ \.., Y _`_- .. ._ z _ I P81,F% E L4-F 35`94 -- . _ 1.,•7 - - __. o Geb � � - -7116 ER .S> r c..Fif �H 'v9 f - a a -oR __ _tlN'B �.H _ 1_ YELWAVENUE'(STATE ROUTE 507) - _ - - - - - ( T V 2. i - - E.P. _ - - - - - c rdcKFNNlA RPoCI Ul 1R)STS - -� - .�.- ' 1 L FIGHT -N 4 ONrflrED l0 MS 0 _. _ _- A50bi 501 -tg 07 ,.0 EC N3 PCP !,: ) M"fj,, lI nl, b`: `'<t - ctu197 e 131 I; Xrr A'� 0 4,9//00 911 PlI " MMA ° S J N_ 1 � E <o CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 9 In PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL W UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND c 3 LOCATE LINE AT (8DO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY .q EXCAVATION. _- STORMWATER LEGEND: -'? - - o - -- EX STORM DRAIN PROPOSED STORM DRAIN sU FLOW ARROW ❑ EX CATCH BASIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 AQUA SWIRL 6b11 SD CLEANOUT INFILTRATION TRENCH RIP -RAP ENERGY DISPERSAL PAD STORM DRAINAGE NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE. 5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE 6. INSTALL CATCH BASINS PER WSDOT STANDARD PLAN B- 10.20 -00 7. PLAN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY. CONTRACTOR TO VERIFY FOR THESE SYSTEMS. VERIFY AND COORDINATE LOCATIONS VAIN 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 BB THURSTON COUNTY PUBLISHED BENCHMARK I 794A 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: El lopmeM Services Engil APPROVAL EXPIRES: 2102 CARNIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 116502 P. 3604524405 F: 380452 -1509 W z J a XQ° Q Lu W Lu �O� O Yd N Lu v ,D WARD EGA �F WASy�hCtb i cr J' Q 0 o � w 0 mr 2 FS• RF�f ST s�o aEM ATM F W. SLNE NXpN y PROJECT MMIARCH: JIM GIBSON I)MMER: JIM GIBSON AA•<611:T.•1611 SD -01 N x b a rc ¢U_ W IS d m is E .96 0 a N In In uT o -9i - Please see accompanied Aqua -Swirl specification notes. ' See Site Plan for actual system orientation. Base Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. Aa 42" 16" OD Max Baffles Plan View Bollards shall be placed around access riser(s) in non- traffic areas to prevent inadvertent loading by maintenance vehicles. . . ...Soil Manhole Frame and Cover by Manufacturer. (See Detail) Grade fPom) el. r .• Place small amount of concrete to support end level manhole frame, Do NOT allow manhole Brame to rest upon HOPE riser. 12" Rim elevations to imatch finished grade. HDPE risers can be field cut by Contractor; OD� Arched Baffles Nrs Section A -A Aqua -Swirl Concentrator Model AS -3 CFD Standard Detail CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND OOVM IECTANGIAAR AM WENT SECTION OR CIRCULAR ADJISTMIENT SECTION FLAT SLAB TOP 48' 54' 60' 72' 84' OR 96' .•' ° MORTAR (TyP.) �Lo 9 MORTAR FILLET S8 .n REINFORCING STEEL (TYP.) GRAVEL BAaD 11 FOR PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE Nr CAST -IN -PLACE PRECAST WITH RISER '0" RING 12" GRAVE BACKFILL FOR PPE ZONE BEDDING SEPARATE BASE PRECAST CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 1. NO STEPS ARE REQUIRED WEN HEIGHT IS 4 OR LESS 2 THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE GLARING. 3 THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED MIN THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF Y MINIMUM T 2 " MAnKU PROVIDE A 1.5' WMMI GAP BETWEEN THE KNOCKOUT WALL AND TIE OU 5 OF Tiff PIPE. AFTER THE PPE IS INSTALLED, FILL THE GAP 11TH JOINT MORTAR N ANGE WITH STANDARD SPEOFICANON 9-04.3 CATCH BASIN DIMENTIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUN KNOCKOUT Slh MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL In 2/ft, IN EACH DIRECNON SEPARATE BASE INTE(72AL BASE 48' 4' 8' 36' ff 0.28 0.15 54" 4.5' ff 427 E 0.10 0.19 60' S r 43' E 0.25 0.25 72' r E 60" 12' 0.35 0.24 84' 8' 1Y 7Y tY 0.39 0.29 96' E 1 12. 1 Be 1 1Y I 0.39 0.29 PIPE ALLOWANCES PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CATCH BASH DIAMETER CONCRETE ALL CPSSP OO SDIA WALL PVC © PROFILE 'NAIL PVC Oa 48' 24" 30" 24' 27" W. 54" 30' 36' 30" 27" 36" 60' 36' 42" W. M. 42' 72' 42" 54' 42' 36' 48' 84' S4' 60" 54" 36' 48' 96' 80' 72" 60" 36" 48" z (�(9� �yalho w) Storm SeNa Pipe (Std Spa. 9- 05.20) 3 Rd. $pee 9-05.12(2)) CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20 -00 ° FRAME AND VANED GRATE T MAN \ A/ #3 BAR EACH CORNEI #3 BAR EACH SIDE #3 BAR EACh ...,, 35' 30" 2A �" 5 s• "OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PPPIMIS1HAgERIAL INSIDE DIAMETER REINFORCED OR 12' PLAIN CONCRETE ALL METAL PIPE 15' CPSSP * 12' (STD. SPEC 9- 05.20) SOLID WALL PVC 15" (STD. SPEC 9- 05.12(1)) PROFILE WALL PVC 15' 2( (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE f3 BAR EACH I OORNEI 18' MIN #3 BAR HOOP 1. As acceptable allematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20 ". Knockouts shall have a wall thickness of 2" minimum to 2.5" 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 with joint mortar in accordance with Standard Specification 9 -04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION NHLTRATICN SURFACE MUST RETAINING WNW TYPE TO . UN CONSTRUCTED S. NATIVE COOROIAN7ID WITH OWNER. UNDISTURBED SOILS CONTACT ENGINEER IF FILL SOILS ARE PRESENT. WATER LEVEL ELEV. 349.90 (100 -YR)) M c BOTTOM ELEV 348 W 20' INFILTRATION POND DETAIL NOT TO SCALE MIRAFI 140N FILTER (OR APPROVED EQUAL) ON TOP AND SIDES MIN. 2' OVERLAP. TOP ELEV. 347.00 BOTTOM ELEV. 344.00 INFILTRATION TRENCH DETAIL NOT TO SCALE CATCH BASIN TYPE 1 CATCH BASIN TYPE 1 STANDARD PLAN B- 5.20 -00 06 -07 -06 APPROVED FOR CONSTRUCTION BY: Date: Development Services Bngmeer APPROVAL EXPIRES: YT 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98502 P: 380352 -1465 F: 3604152 -1509 WWW.SHUCARRJEMLL.COM Z W 0 U) U J 0 O w xQa Q 0 �Wx LU YUw Z W N U It DE Nm AT ML SO.6E f NOT, 4.NE AA.gmN6Y L in )ATE JAN 2009 KA K. 1290 -01 IRAWNG FILE N. 1290-01SD -02.dwg M=1 No SD -02 91D T No: 7 rc 15 ROADWAY 3/8' EXPANSION MATERIAL THRU JOINTS SHALL BE PLACED AT 90' TO FACE OF CURB AND NO MORE THAN 25 FT. APART. NORMAL CURB HEIGHT = 6' BATTER = 1:6 6' / 7l N 8' m NOTES: 1. FORM AND SUBGRADE INSPECTION REWIRED 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 BRDOMING. 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 T COMMERCIAL CONCRETE PAD /4 REBAR, O.C. OUTSIDE PAVED AREA FBROOM FINISH E RADIUS ` 2' CRUSHED SURFACING TOP COURSE WIDTH VARIES SEC 29, T 17 N, R 2 E, WM SLOPE 0.02'/FT. EXTRUDED CURB (SHOWN FOR I 6' PORTLAND 2' CLASS 'B' ILLUSTRATION) CEMENT CONCRETE 2' CSTC 1/2' RADIUS 2 CSTC — — — (TYp) 8' BALLAST 11V EXPANSION LOADING AREA CONCRETE ASPHALT CONCRETE MATERIAL WHERE NTS NTS 4' MIN ABUTTING EXIST. (TP) TURES YY 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 COYER VALVE BOX 'CLEANOUT' CAST IN LID SJECTLq COMPRESSION PLUG /4 REBAR, O.C. nuiarn rw Anr SEAL WITH ASPHALT SEALANT /\ 0'17' ACP `<T\!. 1 0.17' CSTC SEAL N111R SILICONE OR APPROVED EQUAL SEALER i DEPT. CF P'URI PeIF�rJa z 0.67' BALLAST) 6' NOMINAL 0.67' COMMERCIAL CONCRETE )TOP I ^I 4 S TWO -WAY INSIDE PAVED ROADWAY ° 10/3/94 tF y. 4' MIN -4: PAINT LINES ELBOW s d ° a d ECCENTRIC REDUCER IF N TIGHTBNE IS LARGER THAN 4' MIN 4' MIN -45' S ELBOW o r HGRTU SIZE VARIES i I _ a L L _ I TRENCH BOTTOM BEDDING AS REOUIRED ROOF DRAIN CLEANOUT NTS c � _o CALL BEFORE YOU DIG a, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND RPROTECTION 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 J; EXCAVATION. W v FACE OF CURB — MANUFACTURED WHEEL 4' WIDE, WHITE PAINT LINES (TYP) SI DEPT. CF P'URI PeIF�rJa z ?- 6' NOMINAL APPROVED )TOP I ^I 4 6' TWO -WAY 10 3C' 40' 4- WIDE, YELLOW 2" CLEARANCE CT 10/3/94 tF y. PAINT LINES e ° d ° ° d d ° a d N SI 2,5' 4' TWO #3 BARS M . SAND & CEMENT II ° GROUT 1" DEPTH 18' MIN 8° MIN 10" MAX TWO #6 BARS PRECAST CEMENT CONCRETE WHEELSTOP NON- SHRINK GROUT A J PARKING SPACE LAYOUT NTS 1 1/£" 9' SEE SP -1 FOR DIRVEWAY WIDTHS RECOMMENDED EASL DRIVEWAY APB EAP.H W1n THS DEPT. CF P'URI PeIF�rJa z T"P'ICAL 6' NOMINAL APPROVED WIDTH I ^I 4 6' TWO -WAY 10 3C' 40' 2" CLEARANCE CT 10/3/94 tF y. e ° d ° ° d d ° a d ° n e 4 ° 2,5' 4' TWO #3 BARS M . SAND & CEMENT II ° GROUT 1" DEPTH 18' MIN 8° MIN 10" MAX TWO #6 BARS PRECAST CEMENT CONCRETE WHEELSTOP NON- SHRINK GROUT A J PARKING SPACE LAYOUT NTS 1 1/£" 9' SEE SP -1 FOR DIRVEWAY WIDTHS RECOMMENDED EASL DRIVEWAY APB EAP.H W1n THS DEPT. CF P'URI PeIF�rJa z T"P'ICAL Ali � NOMINAL APPROVED WIDTH PUBLIC WOP.KS GIRE'JTCR DATE 4-12 ONE -W.A° D'MI. TWO -WAY 10 3C' 40' REQ. TO PROVIDE SLOPE OF 12:1 NDTP, 1 WHERE APPROACH EIC =EDS 15' WIDTH A =I1LL DEPTH EXPANSION .JGINT SHALL BE PLACED _ONGITUOINALLY CENTERED IN THE APPROACH. 2. -OHM AND SUBGRADE N3PECHON ARE REQUIRED DEFUSE POURING CONCRETE. 3. REFER, TO SECTION 41140. YELM DEVELOPMENT GUIDELINES. 6" ' SECTICN B -B SAS RED. y TYPE II H. CEMENT CUTTER E CllRB 4 GUTTER CITY OF "ELM f)FPT. OF PURI IC VVCRKS CEMENT CONCRETE APPROACH APPROVED DW�IG. NO. PUBUC WORKS DIRECTOR DATE 4- VES. UWN CND. S -C S -C S -C EXTRUDED CURB NTS NOTES: t RAMP TEX -URINS IS TO BE DONE WITH AN EXPANDED META GRATF PI ACED AND RFMCVFD FROM WFT CON. TO LEAVE A DIAMOND PATTERN. l E LONG AXIS OF THE DIAMOND PATTERN SHALL 3E PERPENDICULAR TO THE CURB. GROOVES SHALL HE 1/8" LEER AND T/4- WIDE. 2. CURB RAM'S SHALL BE PJURED AS A SEPARATE UNII FROM HE SICLWALA ANJ FROM IHE CVH3 AND GUTTLF, ISOLAL-D BY EXPANSION JCIKT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. .:5 INLETS SHALL BE LOCAT -D SO THAT RIINOFF DC S NOT FLOW PAST TFE CURB RAMP, NO INLES ARE TO OE SET SO THAT PEDES171ANS WA-IN DYER OR AROUND THEM. ' CIIY OF YLLM DEPT. CF P'URI Ii; WORKS T"P'ICAL CURB RAMPS APPROVED LW . NU. PUBLIC WOP.KS GIRE'JTCR DATE 4-12 DES. D'MI. r_y D. DATE 10/3/94 APPROVED FOR CONSTRUCTION BY: Date: Development Services Eogmcer APPROVAL EXPIRES: "1 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 88502 P: 780452 -1,165 F: 760352.1509 WINV I SHFACARRJEWELL.COM ❑ z 'Q^ V Z p J 91.5 (� W o W N Z �a �a O H N /Lu V/ ❑ Z XQo z? U W W N Lu 2 u) o m YVr w w U �.'pwARD Y4y E p1 WAS�rryCfB F A 0 U` c 0i 0 9 y A � W O W F aFO+ Eo ,ti2 s t5 G s A L e� oA �0 BE xa�� F XDT, SFNE AD>xN11AY PNOJECT ENCN /ARCH: JIM GIBSON DESIMER: JIM GIBSON DRAWN BY L HURTADO SD -03 8 — 15 D I E SEC 29, T 17 N, R 2 E, WM 30' 0 30' 60' ' SCALE: 1 - =30 Scale FEET N rl L I s , r_ J�ULYR1 2008 FOR ALLATION OF N. �OFlLE NANDTCON C710N. ._ -, -`� 5 SEE ENGINEERING PLANS FROM SOUND ENGINEERING DATED 8 it j L '� �I �- -� �� _ i i �� - ,� - - '• -- --_ I l i to 10 � INSTALL• - ® -'m s ..- K x lvjl CON CON J TO ®m 8 FIRE HYDRANT ASSEMBLY 4� P BUILDING. SEE BUILDING I LF T A R SER CE INSTALL: g' p A LABS FOR ACT LOCATION. OtR 'rs TSe5aIQ1 e 1 -8 x8 TEE, (FLxM . SEE DETAIL SHT. UT -03 + - - -- - 1 -6- GATE VALVE ( J) CONNEC 6' FIRE (LINE TO '4�, 'solpH r lue N= 590748.23 E= 1118857.24 F.SWIP sp rat .I - - W/ THRUST BLOCKI BUILDIN SEE MECHANICAL FURNITURE q;raja; N= 590747.58 E =111 78.42' PLANS F EXACT LOCATION. 144 INSTALL: STORE 3 - SPRINKLER DOUBLE CHECK - - - -- - VALVE INSIDE THE BUILDING _.- SEE MECHANICAL PLANS FOR CT LOCATION. RETAIL BLDG _ s7 pP> I KLEq caiNEC11 INSTALL: • -- 33, 1 -8 -x6- TEE, (FLxMJ) -- 1 -6- GATE VALVE (FLxE1J) -- - - -- su -.. __ -- _- S -. t- N FDC ASSEMBLY N= 590630.62 E= 1118875.14 1 - - - - -- __... _.7 ne --SEE DETARSHT -UT -03 • , .._. Ij 3 ,o N- 590632126 E= 1118964.69 CONNECT WATER SERVICE INSTALL, TEE, (FLxMJ) el '.'... LF 6 PVC INSTALL: 1� TO BUILDING. SEE BUILDING ' ' 1-4/ �) W POST INDICA OR VALVE PLANS FOR EXACT LOCATION. " N- 590574.71 E- 1118873.59 a . - - -` ` -- INSTALL: 1 E 118961.19 1 -6' GATE VALVE (FLxMJ) .N= 590631: 16 if 1 HOPE ( _ p _. 3 2} LF 8' P FIRE HYDIi W RUST BLOCKING OLY _. FIELD LOCATE EX. WATER METER �E DETAIL SHE ASSEMBLY SEE 0628.4 1118956. SERVICE AND EXTEND 1' WATER Div. I - - ,n '. �. I N- 590628.4 E - SERVICE TO BUILDING :l� = 590575.27 E= 1118853.28 1 - ��- s INSTALL, N= 590564.73 E= 1118789.87 N INSTALL: I w a u ,TUB .! ! �OpVC 3� 56LF 6'.PVC -- -1-11 -1 /AND- (MJxMJ) . -- --_- 1 -1' RPBA PER CITY OF YELM • W/ THRUST BLOCKING - STANDARD DETAIL ON -SHT UT 04 - 1 ' �� uw , N= 590611.15 E= 1118959.72 STAND WA F� c as g 'ARSON III 3 X. TER far FNtsn�- OCA E EXTEND WAS � �s MAIN SNB. NCT AND N 106TH AVENUE S E o I sue' - -- �•vtF 590557. 7 EE=1118944.88 N a� i3o, INSTALL, w r _ � 73-1 J2 ND (MJd J) s> 11 r W/ THRUS BLOCKING u I r ' �fl .� !GI„aiE � FIELD LOCA EX WATER METER SER' AND D 1',J_ATER n.. 1 n ' yv BULL DI �90 1 11 FIELD LOCATE EX. 1828 TIRR k INSTALL, AND EXTEND 1' B LFI6' r SERVICE TO BUILDING ,j�I 1 -1 RPBA PER THE CITY OF YELM N- 590514.40 E- 1118782.61 - - - d CCN7 LAC 0 WATER LD LOCATE STANDARD DETAIL ON SIFT UT -04 L INSTALL, � o "•� �'� -- EXIS�7(�NC A R i AND 1- 1' RPBA PER CITY OF YELM I V F -- 1 8•I T� PING 8' WATER MAIN. i STANDARD DETAIL IXJ SHT UT -04 79 LF 6 PVC__ -_- ' INSTALL -( NEW SINM L ° HELD LOCATE EX. 6- WATER II __ Wy ST BLOCK - MAIN STUD. CONNECT AND I . k SEE ST Bb PLAN ffff I 3 EXTEND 6' PVC WATER MAIN. OM f INSTALL" BEND MJdAJ CON ECiA AND PPo�DFI.. E„', �N �I j ..____.. pOOO FIOR DA ON JUL zi - N=590504.67 BLOCKING 1118793.77 � 1 m INSTALL P CONNECT WATER SERVICE s Fl RE DRAIT SEMBL TO BUILDING. SEE BUILDING PLANS FOR EXACT LOCATION. N= 590451.44 111 -03.02 I, m RETAIL l BLDG ! j w �. I I �1 a Al ;�aSrMFNVT PER 1Fi1N AP3'�42 � 3 I \ n5 . _ 3 i - -- -..,- ,J� - --- ' .- --.__ - m 7 94, i L.*. ate. - � -= YELM AVENUE (STATE ROUTE 507) CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 12 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 z EXCAVATION. G WATER LEGEND: ----- w- - - - -w- EX WATER UNE @x EX WATER VALVE /SYMBOL W WATER UNE V BACKFLOW PREVENTER -46` FIRE HYDRANT 4 FDC • POST INDICATOR VALVE H GATE VALVE "Y ]yC A BEND WITH THRUSTBLOCKING C END CAP o TAPPING SLEEVE ® SPRINKLER DOUBLE CHECK VALVE NOTE: 1. LOCATION OF EXISTING WATER MAIN IS APPROXIMATE AND IS BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. 2. MAINTAIN MINIMUM 42 INCHES OF COVER OVER ALL WATERMAINS. BASIS OF BEARING N 01'57'11• E FOR THE WEST LINE OF THE NORTHWEST OUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) VERTICAL DATUM NAVD as THURSTON COUNTY PUBLISHED BENCHMARK / 784A FIVE CORNERS YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: H AR ELL 2105 CMRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98M P: 3803554465 F: 360-M -1508 i 9I W XQo ML)z I.- wF W F- 0 YVuj 661 W V aE Mal AT RNL Sad6. P W. 3a9£ Nxri y 1.151'�71yb; 1" =30' -0" UT -01 30' 0 30, 60' SCALE: 1 • =30' Scale FEET IV D I E SEC 29,T17N,R2E,WM v � I F ,--SIONF FIB Face s 1O v FFFr } W , W'/ OLO BARS WIRE FENCE -�--. 10 L � f - --- Raaeto WIR[ �cE I INSTALL• . + x GRAVITY SIDE SEWER AND CLEAN OUT PER • i® an$ STANDARD DETAIL ON SHT UT -05. LOCATION MUST BE CONFIRMED WITH BUILDING/PLUMBING PLANS ;. INSTALL STEP CON OL PANEL AND CONDUIT. (TYPICAL 5 LOCATIONS) cI W, I COORDINATE FINAL OCATION WITH OWNER AND CITY. -�v.c Haut ill BACH W4 FURNITU BUN NG. SEE STA DARD DET ILFON SHT. UT -06. INSTALL STEP CONTROL PANEL AND CONDUIT. - RE INSTALL, COORDINATE FINAL LOCATION WITH OWNER AND CITY. j GRAVITY SIDE SE AND CLEAN . L PER CONTROL PANEL TO BE ATTACHED TO THE FACE OF __ STANDARD DETAIL SHT UT -O5. LOCATION MUST THE BUILDING. SEE STANDARD DETAIL ON SHT. t � BE CONFIRMED W1 BUILDING/PLUMBING PLANS UT -06. I v :4 P1Jo6•U°O.NOObD v I I w � I J i ,- my / s YELMIAVENUE (STATE ROUTE 507) - -- - - iJ CALL BEFORE YOU DIG no THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND r PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY na EXCAVATION. I I I 2c I I i } I I} 3 I I iY; rr, RETAIL - 1118814.64 BOX) 3000 GALLON INSTALL: G ,. 8000 GALLON FIBERGLASS STEP ,TANK PER THE CITY _ - r f f OF YELM'S SPECIFICATIONS AND STANDARD DETAILS AN ANCHOR SYSTEM. j I' ON SHT UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED AND TANK MUST HAVE MANUFACTURER i APPROVED DEAD MAN ANCHOR SYSTEM. AN wrr R sma I sp r�sor I N= 590553.76 E =11AN 42 (CENTER OF TANK ) L"r W. - 80 I 1 DxMESrIC, �� - 1 o fi I 106TH AVENUE L S E 'o s r _ 2 S �- l(, CONTRACTOR TO FIELD LOCATE EXISTING STEP SE SERVICE BEHIND SIDEWALK. - INSTALL, 790 LF 2' PVC VC 2* STEP SERVICE TO STEP TANK. SEE DETAIL ON STEP SERVICE LINE STEP SERVICE LINE - -- -- - �o - - v I I w � I J i ,- my / s YELMIAVENUE (STATE ROUTE 507) - -- - - iJ CALL BEFORE YOU DIG no THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND r PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY na EXCAVATION. I I I 2c I I i } I I} 3 I I iY; rr, I o - 1118814.64 BOX) 3000 GALLON ETE STEP TANK PER THE CITY OF YELM'S SPECI ATIONS AND STANDARD DETAILS N-590553.76 E= (CARSON _ - r H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD AN ANCHOR SYSTEM. Nz590667.96 E= 19008.17 (CENTER OF TANK) i a wrr R sma I sp r�sor I L"r W. - 80 I 1 DxMESrIC, �� - 1 _ �I 106TH AVENUE L S E 'o s r _ 2 S �- Y. - _;IN CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER �I ra .+ SERVICE B SIDEWALK. 2' STEP SERVICE TO STEP TANK. SEE DETAIL ON I SPIT UT -05. STEP SERVICE LINE N= 590523.01 E= 1118812.15 (CARSON BOX) fr O N INSTALL, { 6000 GALLON FIBERGLASS STEP TANK PER THE CITY OF YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SPIT UT -06. TANK AND TANK ACCESS MUST I H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD MAN ANCHOR SYSTEM. a N= 590490.40 E= 1118819.72 (CENTER OF TANK) ii INSTALL STEP CONTROL PANEL AND CONDUIT. I COORDINATE FINAL LOCATION WITH OWNER AND CITY. s CONTROL PANEL TO BE ATTACHED TO THE FACE OF I I j THE BUILDING. SEE STANDARD DETAIL ON SHT. RETAIL 6 UT -O6. I I t a BLDG INSTALL o GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD DETAIL ON SHT UT -05, LOCATION MUST a p BE CONFIRMED WITH BUILDING/PLUMBING PLANS (TYPICAL 4 LOCATIONS) _ v I I w � I J i ,- my / s YELMIAVENUE (STATE ROUTE 507) - -- - - iJ CALL BEFORE YOU DIG no THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND r PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY na EXCAVATION. I I I 2c I I i } I I} 3 I I iY; rr, INSTALL- I o 3000 GALLON ETE STEP TANK PER THE CITY OF YELM'S SPECI ATIONS AND STANDARD DETAILS ON SHT UT -06. T K AND TANK ACCESS MUST BE INSTALL- 3000 GALLON ETE STEP TANK PER THE CITY OF YELM'S SPECI ATIONS AND STANDARD DETAILS ON SHT UT -06. T K AND TANK ACCESS MUST BE H -20 RATED AND TANK MUST HAVE MANUFACTURER APPROVED DEAD AN ANCHOR SYSTEM. Nz590667.96 E= 19008.17 (CENTER OF TANK) "' -- - - " -_ -� CONTRACTOR TO ELD LOCATE EXISTING STEP SEWER SERVICE BEHIND DEWALK. INSTALL, 2' STEP SERVI TO STEP TANK.' -SEE DETAIL ON SHT UT -05. N= 590534.54E 118949.28 (CARSON BOX) stwee ARSON � Ail" � J o 3 za Rf t•E I 6� SEWER LEGEND: 55 SANITARY SEWER FORCE MIN LINE FoiI SEWER SERVICE LINE 4o CLEANOUT NOTES: 1. MAINTAIN MINIMUM 18' VERTICAL SEPARATION BETWEEN WATER AND SEWER. 2. SEWER SERVICE SHALL BE AT MINIMUM 2% SLOPE. 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. CONTRACTOR TO FIELD VERIFY ALL INFORMATION BEFORE STARTING CONSTRUCTION. 4. CONTRACTOR TO VERIFY ALL SPECIFICATIONS AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5. ARCHITECT AND OWNER TO COORDINATE HOSE BIB LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB MUST BE LOCATED WITHIN 50' OF THE PUMP ACCESS. N 0137'11' E FOR THE WEST LINE OF THE NORTHWEST OUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (HAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK j 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: 21W CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98W2 P: 30J52 -MS F: 36"52-1W9 Z J CL w W Lu N T In Z XJQ O Lu Lu �Vz LuLy Lu 2 cf) H O YVLu LL! LLI V w"A.rRu£NE. F Rm, m ummxal PROJECT ENGR /M : JIM GIBSON JIM UT -02 10 15 i 6� SEWER LEGEND: 55 SANITARY SEWER FORCE MIN LINE FoiI SEWER SERVICE LINE 4o CLEANOUT NOTES: 1. MAINTAIN MINIMUM 18' VERTICAL SEPARATION BETWEEN WATER AND SEWER. 2. SEWER SERVICE SHALL BE AT MINIMUM 2% SLOPE. 3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS AND SURVEY INFORMATION. CONTRACTOR TO FIELD VERIFY ALL INFORMATION BEFORE STARTING CONSTRUCTION. 4. CONTRACTOR TO VERIFY ALL SPECIFICATIONS AND STANDARDS BEFORE INSTALLATION OF THE STEP SEWER SYSTEM. 5. ARCHITECT AND OWNER TO COORDINATE HOSE BIB LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB MUST BE LOCATED WITHIN 50' OF THE PUMP ACCESS. N 0137'11' E FOR THE WEST LINE OF THE NORTHWEST OUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (HAD 83/91) VERTICAL DATUM NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK j 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 NGVD CONVERSION FACTOR NAVD 88 - NGVD 29 = DIFFERENCE 359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE BETWEEN THE DATUMS. APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: 21W CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 98W2 P: 30J52 -MS F: 36"52-1W9 Z J CL w W Lu N T In Z XJQ O Lu Lu �Vz LuLy Lu 2 cf) H O YVLu LL! LLI V w"A.rRu£NE. F Rm, m ummxal PROJECT ENGR /M : JIM GIBSON JIM UT -02 10 15 1 s a z s b a ii U 6 8 a 0 S j �w i �o CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 8 pe PROTECTION OF ALL EXISTING UHUTIES. THE CONTRACTOR SHALL VERIFY ALL 3 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND p LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY $ i EXCAVATION. 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 16 MINIMUM HORIZONTAL AND 15 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. 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITYOF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REWIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTIUTIES, AND THE CITY OF YELM. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835 TO SCHEDULE A PRECONSTRUCTION MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATION (STIR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)0. 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 UNED 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 k H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW MEDAWON. 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 -WADE 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 WARE 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 PTY 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. It AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH USY PREPARED BY THE CITYS INSPECTOR DETAIUNG 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 CITY OF YELM GENERAL SANITARY SEWER NOTES: L 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 REWIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. s 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. Q 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO Agh CONSTRUCTION BY CAVING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A HEMP MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. OAR^# 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR EI SOLVENT WEED JOINTS. 2102 CARRIAGE DRIVE, BLDG. H, 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE OLYMPIA WASHINGTON 98502 INSTALLED 12' TO 18' UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE P: 380352 -1465 F: 30452-I PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE W SHEACARRJE LL.COM 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. _T 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 LI.I REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). N 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY w J Q ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND Q ZO � COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE W Q FOR MAINTENANCE AS REQUIRED. II I vi Q �(iz 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION Q _ TO PREY INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND Z Z W W Q SNT Q Q 1J1�� 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM w U) TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. H H (n U W 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE >_ APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. a z S W W 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF V 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 F 5 PRIOR TO PLACING STEP MAIN IN SERVICE N 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RWEVE THE CONTRACTOR FOR CORRECTION K. OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON -OFF' SWATCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE UNE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. APPROVED FOR CONSTRUCTION BY: Date: Dmlopmenl Services Engineer APPROVAL EXPIRES: Uhl M"AT TILL� F 9m. S �Y UT -03 15 6 M x a C i w U i No 0 n o� m �y ° SIZE A B APPROVED METER BOX CURB I's - LID - 1730 01 READER LID I4 GAUGE 1 1/2" 13 1/4" 15 BOX - BCF 1730 X 12 BASE TOP VIEW _ OR APPROVED EQUAL o - A RISER PIPE TO BE COPPER > SERVICE 3� NDARRTTERS METER CRY STANDARD v VALVE BOX A TONING WIRE -F' v 1 1/2" - 871 -686 METER REST i NOTE, AROUND THE 2" - 811 -TIT PUBLIC 'WORKS DIRECIDR DATE 6- I I METER BDx - f IJ2" - 006 - 66 13 1 1/2 ^ -2^ POLYETHYLENE UNE VALVE - C85 - 7� ALL 1 1/2" AMD 2" SADDLES WILL BE SALL NOTES N0. r FORD PACK JOINT 1 I/2' -3" MALE A 2" TAPS WITH BRASS 2' NIPPLE AND ADAPTER 6-3 2' RESMENT WEDGE GATE VALVE AND 910 BALL VALVE -2" RE SILENT (CURB STOP) CROSS WITH CROSS WITH PLUG OR CAP WEDGE HOUSING AND SDR -21 PVC PIPE HOUSING PLUGS DES, GATE VALVE CHCCN VALY[ -J DATE `IL-SERVICC Is "cc SADDLE 4 2007 POW.1C 2025 OR 2% SLOPE TO BOx CITY OF YELM, WASHINGTON 48' i0 CENTER OF BOX CEPT. CF PUBLIC ° CHECK VALVE CLASS 3000 CURB I's �� ALL SERVICE SADDLES SHALL HAVE RUBBER VALVE STEM EXTENSION LEGEND I4 GAUGE L BALL VALVE TOP VIEW o INSULATED a -: V' o - A RISER PIPE TO BE COPPER > SERVICE 3. NDARRTTERS METER CRY STANDARD v VALVE BOX A TONING WIRE -F' v 1 1/2" - 871 -686 METER REST i NOTE, AROUND THE 2" - 811 -TIT PUBLIC 'WORKS DIRECIDR DATE 6- I I PIPE E f IJ2" - 006 - 66 13 12" GENERAL - C85 - 7� ALL 1 1/2" AMD 2" SADDLES WILL BE 4/2007 NOTES N0. r FORD PACK JOINT 30,800 15,700 vim 1 rib 2" TAPS WITH BRASS 2' NIPPLE AND PLASTIC LANE (USE 200 PSI PHILLIPS DBTSCO PIPE 5100 POLYEIHYLENE PIPES FORD BALL YALYE WITH PACK JOINT & TEMALC I IJ2 " -2' HALE I.P. THREADS NIPPLE SERVICE SADDLE CITY OF YET I. STARLESS STEEL INSERTS RCOUIRED FOR ALL DEPT. 0- I S' x 3' x 4' PACK JOINTS. CLASS 3000 ^L n 1 1 TO ry rr 3. ALL SERVICE SADDLES SHALL HAVE RUBBER VALVE STEM EXTENSION LEGEND / L GASKET AND I.P. THREADS. TOP VIEW WELDED TO RISER SHAFT. o DEPT. OF PUBLIC WORKS RISER PIPE TO BE OUTSIDE PAVED SERVICE 3. NDARRTTERS METER CRY STANDARD v VALVE BOX 1 1.0 - CST NUT. LENGTH AS REQUIRED. I VBH 7615B EQUAL NOTE, APPPROVVI -__ t r DCWG. Nt0.1 Z PUBLIC 'WORKS DIRECIDR DATE 6- I I FILLET WELD ALL AROUND. DES. 2" - FORD VON 77 -ISR17 OR EQUAL CKt . IIv I T DWG. NO 4, ALL 1 1/2" AMD 2" SADDLES WILL BE 4/2007 -APPROVED, LL REQUIRED WHEN MAX. 30,800 15,700 vim 1 rib 2" TAPS WITH BRASS 2' NIPPLE AND FVBUG WORKS OREGIOR DAIS 6-3 2' RESMENT WEDGE GATE VALVE AND 910 TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG HOUSING AND SDR -21 PVC PIPE HOUSING PLUGS DES, DWN. CKD. DATE 5a✓'T' Is "cc TP 4 2007 S' x 3' x 4' COPPER TRACER WIRE TIED OFF AT VALVE CLASS 3000 EXTENDED OUTSIDE PVC RISER PIPE THEN CONCRETE PAD OR 18" BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND 73034. VALVE OPERATING NUT OR 1 718" DR 21 PVC PIPE TOP VIEW WELDED TO RISER SHAFT. 3 o DEPT. OF PUBLIC WORKS RISER PIPE TO BE OUTSIDE PAVED AREA TRACER WIRE `- SEAL WITH AR4000W v VALVE BOX 1 1.0 - CST ACP C - 12" RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 10" 6 3/4 �YALVE BOX WTH 8 3/4' / WATER" CAST 4 LID I j OR OFCO 910 SECTION / NOTE: ALL VALVES MUST iAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN - SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR OR 18" BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND 73034. VALVE OPERATING NUT OR 1 718" DR 21 PVC PIPE TOP VIEW WELDED TO RISER SHAFT. ORMING TO ASTM o DEPT. OF PUBLIC WORKS RISER PIPE TO BE I' II PLUMB AND CENTERED O "TO v VALVE BOX OVER VALVE STEM. 14,300 NUT. LENGTH AS REQUIRED. . / NOTE, APPPROVVI -__ t r DCWG. Nt0.1 Z PUBLIC 'WORKS DIRECIDR DATE 6- I I FILLET WELD ALL AROUND. DES. DI CKt . IIv I T E8 JEG VALVE STEM RISER 4/2007 16" REQUIRED WHEN MAX. 30,800 15,700 vim 1 rib ° 36" IS EXCEEDED (LENGTH VARIES) NOTE: ALL VALVES MUST iAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN - SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND VALVE OPERATING NUT OR 1 718" X 1 7/8" X Y' HIGH GRADE STEEL TOP VIEW WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON O• 3/16" Thk X 5 1/5" CIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER 6" SHAFT' STANDARD O "TO v VALVE BOX STEELXTU ING FTROPERATINGRAL 14,300 NUT. LENGTH AS REQUIRED. . / NOTE, APPPROVVI -__ t r DCWG. Nt0.1 ALL WELDS TO SHAFT SHALL BE 1 14" PUBLIC 'WORKS DIRECIDR DATE 6- I I FILLET WELD ALL AROUND. DES. DI CKt . DATE 14" E8 JEG TP 4/2007 I is o CALL BEFORE YOU DIG `r THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY T; EXCAVATION. SEC 29,T17N,R2E7 WM METER Box - - -( I u" SINGLE METER BOX PLACEMENT 12". WAX. DUAL METER BOX PLACEME P E 200Ps1 - �PIPEl METER BOX CENTERED ON EXTENDED LOT LR + 12" I" 20opsi 12" P.E. PIPE TYPICAL METER PLACEMENT W /SIDEWALK APPft� DWO. N0-V . Uw C PUBLIC WORKS DIRECTOR DATE 6 DES. DWN. CKO. DA M ES JEC 7P 4/2007 4 /� il111T' l'!L'L VCS \ \fy .Ya 45' BEND - 11 -1/4' BEND DEAD END _ DIAMETER TOP VIEW TOP FIEW i TOP I VIEW 7 WYE TER U.eY/�' A evw 6" 8.000 '1V%j}� rVIEW I, • 1� 8" 14,300 SIDE . / 10,100 Y�ayT I 22,300 SIDE VIEW SIDE VIEW 15,800 TEE CROSS GATE VALVE HORIZ. BEND 22,700 14" 43,600 23,600 12.100 I 30,800 16" 57,000 30,800 15,700 vim 1 rib 40,300 V, TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS AN mil_ 5a✓'T' 45' - 90' VERTICAL BEND CITY OF YELM, WASHINGTON CEPT. CF PUBLIC WORKS_ NOTES` STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPROAA l DWG. Nv. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. tkill". 6 -13 PUBLIC W'CRKS DIRECTOR URIE OCS. DWINJ CHO. DATE ES EG TP 4/2007 Top view operating nut D I -- Limits of payment E Paint Hydra "t Weather shield Sun Yellow High and Hydrant Lock r Grade Enomel - Bonnet - - - -aT- f 13312 2 !zthrea connection threads ds HYDRANT OFFSET __41 /2 "Sleomer connecfion with MST threads See valve box and & 5" Stor7 ad. isr valve stem defail- r. /o Style S -37 ./SC cap 6 -11 ryj �Grountl Ta sStandpipe tr hydrant Flanged firs depth --- 3' Minimum hydrant fee 1 Each Pipe Joint 6" }'7106 EBAA Iron, 8.. Inc. Megalu9 V6° Class 52 ductile iron pipe cut to length I 6" gate valve, FL X MJ ' Sse Oats blow / I Varies L L 4 "x8 "xl6" concrete block /Hydra IT shoo LSockfill to top of drain ring housing {J\ bolts with 2" washed rock as shown Plastic barrier between (-6' x 6' sheet of 11 mil. plastic or con- thrust block and fee struction fabric, covering 2" washed rock Notes Concrete thrum block J 1. Hydrants shall be located in cost-in-place against accordance with Section 6.060. filling only In addition, a minimum three fool radius unobstructed working are. shall be provided around all hydrants. CITY OF 'ELM, WASHINGTON 2. Hydrants shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion valves 3. Gate valves shall be resilient wedge FIRE HYDRAN I MRS with O -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. A.--- Dv,C. n0. V01Y03 shall be Mueller M &H, Kennedy, 6 -7 Clow R/W Or Waterous Series SOD, PUBJC WORKS DIRECTOR DA'E 4. Fire Hydrant lock payment is required DES. OWN. GKD. DATE city will order and install. ES JEG TP 1 4/2007 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE BD' BEND 45' BEND 22 -1/2' BEND 11 -1/4' BEND DEAD END _ DIAMETER OR TEE 4" 3,600 2.000 1,000 500 2,500 6" 8.000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 5.200 3,100 15,800 12" 32,000 17,40D 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 PEACE 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 LBS - 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND QU 7 STAND 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 Foor DEPT, OF PUBLIC WORKS MUCK, PEAT O SOFT CLAY 1,000 THRUST LOADS SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 DWO. ND. CEMENTED WITH �L� CLAY PUBLIC WORKS DIRECTOR DAff 6- 4 HARD SHALE 10,000 DES. OWN. cxD. GATE Es AS To 4/2007 iiz / Y i1P H w I TAPMRIG YAIVE EL NJ L 51AINLESS STEEL iAIPINa SLEEVE VALVE AND SELLVE SHALL BE SUPPORTED AND RACKFILLED AS SHOWN BELOW - RIGHT. 1/3 DIAMETER Or PIPE CONTROLLED DENSTY BACKFILL/1 - -- 2' _LJ POURED WIDTH OF TRENCH SOLID BRICK NOTES: 1, 11 MIL PLASTIC DR CONSTRUCTION FABRIC SHAEL 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. GROI ITIEVALVE \ MJ TEL -r CONCRETE ?TRUST CONNECTION TO FXISTING MAIN AP Gv DWG. NO PUBLIC WORKS DIRECTOR DATE 6 - 0 UES. DWN. CND- DATE ES ' JEG TP 1 4/2007 RESIGNATION DEPTH MACE TAPE 12' TO t8 UNDER VARIES. IHr FINAL GRADE. / TRACER HARE (SEE GENERA; TRTCH BACFFILL '� WATER NOTES ND. 7) SEE NOTE 1, 2. 3 i RS � 6' MIN. _- - BEDDING NAJLRIAL e" MN SEE NOTE 4 UNLYSTURSED SO4 NOTES: i- A MINIMUM COVER OF 3.5' SHALL SE MAINTAINED, EXCEPT AS REGUIRED AT CONNECTION POINTS 2. NATIVE BACKFAL SHALL CONSIST OF CRUSHED. PRO(7ESSED, OR NATURALLY OCCURRWG GRAN@AR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TIFFS OF WOOD WASTE OR OTNER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IF SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WL COMPACT READILY ceMPacT. J. NATIVE TRNH B MA L SHAL L BE 50 T OR SCREENED 50 ;NAT THE ~MW AGGREGATE Sh'ALL 6 5- 11NCHES. 4. PIPE WOOING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EOUAL. 40 SUBSTUTIONS W.LL SE ALLCWED WITHOUT IWtiTTEN AUTHTMIZAF.ON FROM nIE CITY W YELIH. 5. WERE .NATIVE MATERIALS HAVE BEEN DEEMED UHACCEPTAPLE 01 ME QTY, TRENCH BACVHI L SHALL MEE' THE WEDOT STANDARD SPECIFP_ARONS FGR THE PIPE IYPZ BEING SPECIFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPROI DWG. NO. 6-15 _ \M PUBLIC 'WORKS DIRECTUR DATE DES. DAN. CKD. GATE ES JSG TP 4/2007 1 • {1A JF•1 i/ 2182 CARRIAGE DRIVE, BLDG. H. OLYMPIA WASHINGTON 98582 P: 360-352 -1485 F: 380352-IM U) J A Tr r W XQo MOE I.-W1 M (n 0 2 YVIIJU W W 0 ,�'OWARO bra OF wA Sry /NGfd Q Ne O z 9 R' T A 93 EO 1= F3, Is 6 S7 NAL d0 \2P°r OIE Nat AT RXL sur s eDG scNE Nbx�lar PROJECT ENGR /ARCH: JIM GIBSON JIM JIM JAN 2099 APPROVED FOR CONSTRUCTION 'TDB NP 29D-01 DRAMNG FILE Na BY: Date: 12WOl-UT-04,dwg Development Smim Engineer DRAMNG Na APPROVAL EXPIRES: UT-04 sHEEr Na. 12 - 15 5 U c d a U 55 V O A- MIN, PLASTIC OR CONCRE Box 7Y 11 ) J/ ' YIN. , FLOW GRAVEL BASE MATERIAL LIST: 12" THICK 1. SERVICE IJNF 2. 90' BEND 3. LNION 4. NIPPLE 5. SHUT -OFF VALVE G. CHECK VALVE (D.S.H.S. AP ?RCVED) 7. RELIEF VALVE a. TESTS COCKS 9. DRAIN TO DAYLCHT 10.PLUGS IN TEST DOCKS GENERAL NOTES: A. THOROUGHLY RUSH LINES PRIOR 10 INSTALLATION, B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GW!DELINET SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. DES. KS PLAN PROFILE TO BUILDING OR IRRIGATION SYSTEM )EPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER ONO. N0. MORKS DN[CTOR 5 - 1 7 DATE OWN. CKD. DATE JEG TP 412007 USE I" UNION TO CONNECT TESTING FlEERGLPS5 ED APARATJS FOR PRESSURE TESTINS SERVICE\ NTH STAN.ESS STEET IF 187 MIN RISES FELT 11FICAL WIN \ \L / AMC NEOPRENE CASKET ALL NON TRAFFIC BEARING TANRS I" nIAPVC HOST AM I EAW S_ETICIFNT FJAL \L ASSEMBLY WINE TU ALLDW FUR \ ISSN BALL AUL VE PIIM= 16MOVAI PS $Fp'All. BKL \'ALYE FLECMWAI SPUDS BOX WTA CORD GRI'S \ I SMALL BE WT1 12' BELOW Al CONNECTIONS SHALL BE MADE WIM \ \ LID H -AT SHRINK BUTT CONNECTORS 21" OR 24' PK` ,.10 NIA glggEB M: RISER W 0 AWE GROUND A'NAY FROM RSER /RISER NIH NEOPRENE / GROMMETS IN GAT OF tO FROM TOP OF RISER -O C INSULATED CA- CONDUIT TCNN.'. WRE INSTALL N 3/4" EY COMMIT SULK TONING WRE - INSTAL RISER Z ¢ ELECTRICAL C'.NIGUIT -C IN MRR POKER SOURCE_ EFTLLEN- UISCHNTGE 5 'AR_ NLEI TEE- 2 -'ART EPDXY, USE LEVEL 33 FEEDER WIRE RUN WIRE SIZE 012 AWG COPPER MAXIMUM DISTANCE 150 FEET I TANKS DN'ORM ON 250 FEET /'8 AWG COPPER 350 FEET 3 5. 0 Lu o w X X P 15' OT rL()Z I' OAT BBLT - REDVNOi AN Z H H W W W Q EM As SET ASSEMBLY Cfi Lu 2 Y SIT CIT" OF YELM W w wpm 'A I 2Q Y W 1 -1/4' DIA INLET 411--z' W HULLS ARO.NI ORIFICE V PERIMETER O VAULT i 4" MA. PVC ROW INDUCER PVC ROMHE -suBMQT98LE EmuENT ORENCO TURBINE I� WM TLE MAT7RIAL FOR DURFX. TRIPIF9, AND CLASS 1 UM90N I P.10 0511 DST PUMP NTH SQ PCWI:R CABLE AND INSTALLATIONS WILL VAST. THE GONITIACTS SHALL MEET THE IN BY -PASS GE HE INTENT OF THE STA INSTALLATION REQUIREMENTS SHD'AN IN THE N ME OSCHANGE HEAD T W'GAl 51=3 INSTALLATION. A -L STE SHALL BE H -20 LOAD RATED TANKS. � —TANKS TH S POLICY SHAL_ TAPE EFFECT ON MAY 3', 2007. CITY OF YELV DEPT. OF PUBLIC WORKS TYPICAI SIMPLEX STEP TAV'/C INSTALLATION AcpRO'+ED DWG. ND. y m E " g & CALL BEFORE YOU DIG ao THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND IQ PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG THE UNDERGROUND c 3 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY � z EXCAVATION. JEG P SPLICE TO EXISTING 14 GAUGE TONING 9__Sl&P TANK CONNECT TO / FKISING PVG S -RVICE LINED 1' KR BALL VALVE, SL X SL-- 1' CHECK VALVE 1 T m_RQg£ ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER T OF CARSON BOX N PLANTER STRIP ON BOTH SIDES OF ROADWAY. GANG CARSON BOXES SHAU. RF LOCATED 3' APART TO CENTER OF BOXES 2' BA-L AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRA'NNG. 3. FINISHED 3D'A RIS 4D SEC 29,T17N7 R2ElWM SERVICE BOX - CARSON INDUS iTdES MODEL NO 14198 WITH BOLTED HINGED COVER ON EQUAL COVER MARKING TO READ SEWER - (USE IN NON — TRAFFIC AREAS) 14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING WRE SPLICES SHALL BE CONNECTED BY USING D.B.�". KITS MANUFACTURED BY 3M STEP MAIN PVC SWNG 0HE!! ! VALVE SL A S1. � 1' KBI BALL VALVE. BE A SL-/ l' PVC NIPPLE, SL X BE- T' x MAIN CIA. PVC REDUCING TEE SL A SE TN OR PIPE SAOGLE - TYPICAL 1" SERVICE CONNECTION APPROVED DWG. NO. 7 -1 'UBUC WOWS DIRECTOR GATE DES. OWN. CK JY JEG TP DA 4/2007 ALARM HIGH EVEL LAG ON/Off (4.3" DPAWD)WIJ DN TO OE) 8' LEA] ON /OPE 9 6' (4.5' DRAWpOWN ON TO OFF) FL LOW '.EV ALARM 6' REDUNDANT OFF 000 6' MIN. BEDD'NG FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPR OM;. NO. 7-14 PUBLIC PUBLIC WORKS DIRECTOR DATE DATE DES. JY JEG TP 4/2007 lCl n TABLE FOR FEEDER WIRE RUN WIRE SIZE 012 AWG COPPER MAXIMUM DISTANCE 150 FEET /IO AWG COPPER 250 FEET /'8 AWG COPPER 350 FEET (SEE SSPECIFIG.A1 NS FOR ADDITIONAL INFORMATION). an z YELM FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DDIEND140 ON MANUFACURER DECAL - SEE SPECIFICATIONS WILD 1BPT. LETTER HIS PADLOCK WITH COMMON KEY F.RTISHED BY THE CITY OF TEEM -ALARM LIGHT AND SILENCE BUTTON 1'G. B -112 TO STEP TANK - SIMPLEX 1'2--.13-#12 TO STEP TANK - DUPLEX 1.2 -C, 17 -,12 TO STEP TANK - TRIPLEX DEPL OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL APPROVED- DWG. NO. �t 7 -6 PUBLIC WORKS DIRECTOR DAY DES. 7 7- DATE JY JEG TP 4/2007 FIBERGLASS LID WITH STAINLESS STEEL SOTS AND NEOPRENE CASKET 5 MIN T"4 ALL LIDS FIVRN GRADE S.OpE T It O N4WA NAN\ 14 GAUGE E VC RISER. GRADE TONING WRE, RENCO SYSTEMS TML INTO RI SC.. OR EQUAL ORENW TANK TO RISER ADAPTOR (FOR USE WIN NCN- TRAFFIC WARING TANKS) NOTE_ RSER AND LID SHALL BE 30' ON ALL SIMPLE% PUMP VAULT INSTALLATIONS. LASER AND UD SHAT BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DPP. NO. 7 -18 PUBLIC WORKS DIRECTOR PATE r06. JY JEG TP 4/2007 EDGE OE 2' WATER TIGHT HOUSE CAR TYPICAL. IN PROTECTED AREAS /NON- PROTECTED AREAS (LAWNS, ETC.) 2' -D' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND J. EXISTING GROUND — 14 GA. PER TONING WRE WRAP ONCE AROUND CLEANOUT STANDPIPE FEW 4" PVC SEVER TOP OF STEP TANG PVC Ca- LINE (lVP) (30 ;4) DOUBLE 22 SLOPE TO TANK SWEEPING TEE 7 [IOU -- y —/ �- INLET RAPPEL ILL COUPI NP. OR �y APPROMED EQUAL FERVCO COUPIINC OR APPROVED EQUAL CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION .4nR04 DWG. N0. PUBLIC WORKS DIRECTOR PATE 7 -7 DES. OWY. CK DATE JY JEG Tr 4/2007 MANIIDLE RING AND COVER. CONCRETE COL_AR� 14 GA. COPPER TONING WRE 2' -0" RAIL Iry rO RISER CYNIRACTLR TO EPDXY TWD 1" PVC PIPE PIECES I- LONG TO FIBERGLASS DID FOR UFONC COMPACTED BACMUL RISER AM FIBERGLASS LN O2ENCO SYSTEMS. INC.. OR EQUAL. A ' 21' PVC RISER REQUIRES 24' RING At CAST IRON COVER 24' PVC RISER REQUIRES 30" RING k ALUVINUM COVER 30" PVC RISER REQUIRES 36' RING k ALUMINUM COVER CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID ""UI2 DWG NO. 7 -19 I'JC WORKS DIRECTOR DATE CKD DA ES JY JEG TO 4/217 APPROVED FOR CONSTRUCTION BY: Date: Development Services Engineer APPROVAL EXPIRES: a 21W CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 90502 P: M-2152 -1405 F: UMM -1509 �O JIM AR D OF F wASHJ'4Grd F p Ga TV N 4 i v z P • W OF 4fGT E 1=n11 SS7 L �3XG 01 J� WHEN AT RN 4.ME F IWi. srJ1E AlXUmxD.r MCI( 11115[HI:b3�P UT -05 W W 0 0 Lu o w X X P NJ r rL()Z Z H H W W W Q a w w L Lu 2 W w wpm YV>_ 2Q Y W W V JIM AR D OF F wASHJ'4Grd F p Ga TV N 4 i v z P • W OF 4fGT E 1=n11 SS7 L �3XG 01 J� WHEN AT RN 4.ME F IWi. srJ1E AlXUmxD.r MCI( 11115[HI:b3�P UT -05 SEC 29, T 17 N, R 2 E, WM 1 wN IKw PANEL GARAGE CONTRACTOR TO SHELL CODES: 2- EBS07SD WALL SHIM, ETC. TO m m Q m m ACCOUNT FOR r -8 I.D. DIFFERENT TYPES BAFFLE WALL - TO MEET THE Q OF SUING m 3/4" PVC (CON1RACi0R TO r CONDUIT FCRM BOTH CONDUITS 0z AS SHOW FOR BOTH „ w 3/4" LB CONDUITS) —� 11 12 ► / ► ► w ELECTRICAL 11 1/8' o LNE FROM TO ELECTRICAL TYP. UNDER HU'JSE PANFI CONDUI- 24' -11' TO STEP TANK — 1T — L I — J�DOTING /STEM TO STEP — oowN srRAP CUP WALL SWT G -6 (8') TAI4K 8/1/2003 11- HOLD DOWN STRAP LOCATION *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED CN A CASE B" CASE BASIS, E WALL CONTROL ySTAINLESS STEEL TWO HOLE STRAPS AS REWIRED TO SECURE CONDUIT TO WALL EXISTING GROUND N � 1 TO STEP TANK TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE LP DWG. NO. �- UBUC WORKS DIRECTOR DAIS 7 -5 DES. CKD. DATE JY JEG TP 4/2007 s a z 0 a a K U F5 B 8 0 o% a� � N IF� 6 Y CALL BEFORE YOU DIG Y O THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND $ PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL 3 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND p LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SHELL CODES: 1- EBSIOSD, i- EBSECSD m Q m 7' -88 I.D. I LCBFEFORE E WALL - TO MEET THE I r -11 O.D. OF YELM CURRENT SPECS. RACTOR TO VERIFY SPECS. I SUBMRTING CUTSHEFIS APPROVAL I 1 2 S 4 b 7 0 0 ►4 ►4 16 -1/2' TYR 3' -6 1/4' 12' -4 1/2' 3' -6 1/4' 19' -5' OPTI011AL 12x 12x 10' DEJIDMAN NOTES: ® HOLD DOWN STRAP CLIP SWi G -6 (8')-6000 8/1/2DO3 ► HOLD DOWN STRAP LOCATION � W. KASOEDER 0 TYPE '13' LIFT LUG - SO ,6, FZ TYPE '13' LIFT LUG - HD /%CONTAINMENT 897 mSOLUTIONS 050 86SWG6 APPROVED FOR CONSTRUCTION BY: Date: UevdW..1 Se w. Eqi.. APPROVAL EXPIRES: l ► 1 . "Y 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 80502 P: 060452.1465 P:B 524WS WWWSHEACARRJEWELL.COM J H W 0 Lu Lu N LLJ U) f� XQO �U? LL Lu W Lu �0 YVLu W W U Gx NRI AT R SCNT. F w.. S.NE ADAD111Y CAW C APED BY: JIM GIBSON CHECKED BY: AMY Hu UT -06 14 — SHELL CODES: 2- EBS07SD m m Q m m r -8 I.D. BAFFLE WALL - TO MEET THE 7' -11 O.D. CRY OF YELM CURRENT SPECS CONTRACTOR TO VERIFY SPECS BEFORE SUBMITTING CUISHEEIS FOR APPROVAL im, 1 2 3 4 6 • 11 12 ► / ► ► ► / 11 1/8' 16 -1/2' P -10 1/4' TYP. 3/8' 6' -10 1/2' 4' -7 1/4' 6' -10 1/2' S -3 3/8' 24' -11' OPTIOFML 12 *x 12'x 12' DEAOMAII OPrOK 12x 12'x 12' DEADPAN NOTES: Cm HOLD oowN srRAP CUP SWT G -6 (8') -8000 8/1/2003 11- HOLD DOWN STRAP LOCATION N1MII KASOEDER 0 TYPE '13' LIFT LUG - SD �, v26Drc: NB TYPE '13' LIFT LUG - HD (%CONTAINMENT X796 SOLUTIONS ; 2450 88SWG6 SHELL CODES: 1- EBSIOSD, i- EBSECSD m Q m 7' -88 I.D. I LCBFEFORE E WALL - TO MEET THE I r -11 O.D. OF YELM CURRENT SPECS. RACTOR TO VERIFY SPECS. I SUBMRTING CUTSHEFIS APPROVAL I 1 2 S 4 b 7 0 0 ►4 ►4 16 -1/2' TYR 3' -6 1/4' 12' -4 1/2' 3' -6 1/4' 19' -5' OPTI011AL 12x 12x 10' DEJIDMAN NOTES: ® HOLD DOWN STRAP CLIP SWi G -6 (8')-6000 8/1/2DO3 ► HOLD DOWN STRAP LOCATION � W. KASOEDER 0 TYPE '13' LIFT LUG - SO ,6, FZ TYPE '13' LIFT LUG - HD /%CONTAINMENT 897 mSOLUTIONS 050 86SWG6 APPROVED FOR CONSTRUCTION BY: Date: UevdW..1 Se w. Eqi.. APPROVAL EXPIRES: l ► 1 . "Y 2102 CARRIAGE DRIVE, BLDG. H, OLYMPIA, WASHINGTON 80502 P: 060452.1465 P:B 524WS WWWSHEACARRJEWELL.COM J H W 0 Lu Lu N LLJ U) f� XQO �U? LL Lu W Lu �0 YVLu W W U Gx NRI AT R SCNT. F w.. S.NE ADAD111Y CAW C APED BY: JIM GIBSON CHECKED BY: AMY Hu UT -06 14 — 1 s t$ aS% Is 1 � 0 q it iV N vo gel :s V 0 30' 60 SCALE: 1' -JV N Scale FEET BARBED V01RE FENCE B" REBAR w1 CAP 1TH OF LINE 1LSp 27195 I I I 3 I I I - V ®❑ CONC. WALK 106TH AVENUE S. E " - - -- -'y - -- ''' - --- - -- T - w0 I via• NI RETAIL BLDG RETAIL BLDG 7,800 SF $TONE ,FIELD FENCE 5 TO II FEET FADE 17/ OLD BARB BORE FENCE D.� (1112.25' PLAT) IN = N�__W_Wm . i L m 1 -6 3 3 3 E -- --- s - ---- s II W,, 0 2 ♦ ♦ I ---- ''' ----- vi ----- 'v- -'- — S B &'23'49' F. Oi CONC. - _ —_ 5 CURB ❑ °� YELMFAVEN'UED(STATE ROUTE 507) - - - - - - S. LINE, LOT 5, BLOCK 34, WKENNA IRRIGATED TRACTS CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SLC 29, T 17 N, R 2 E, WM 1 1® FURNITURE STORE �n EJ T ARBED WiP,E FENCE !Z2 BOTANICAL NAME COMMON NAME SIZE 609.85' CALC. 510.13 PER R.0.5. 3595810} W I F y O y + #$4- boxwood beauty 1 gal 49 0 puronus laurocerasus ottolyken laurel i gal 46 ❑ floracion inbremo Primavera heather 1 gal 18 0 berberbis thunbergh rose glow barberry 1 gal y +t EXISTING �.. . old globe juniper + ++ + H +4 STORMWATER INFILTRATION cornus kousa chinensis chinese kousa dogwood 5 gal 6 v!< ++++ POND acer palmatum butterfly Japanese maple 5 gal 7 � + {+ pyrus calleryana chanticleer pear 5 gal 10 thuja plicata +44+ 5 gal 23 t4+ + y + + ++ � / 4 ++ o + t *+ +y µ+ ++ o o �y 1`444+ + ++a+ 4tl' 3y+ +t ++ • • ♦ 71A' EXISTING BLDG m I 11 I I '.T \—STONE FIELD FENCE 5 TO 11 FEET YBOE 'S'j OLD BARB PARE MICE I i S 88 1836" E 216.58' ALK i _CONC. URB ° - s""�,R:�Bi — OH 0 014 - —� Ofl - - - - --_ NO! 41'24' E ' i i APPROVED FOR CONSTRUCTION BY: Date: Developmmt Services Enginmr APPROVAL EXPIRES: BOTANICAL NAME COMMON NAME SIZE QUANTITY O missa macrocarpa boxwood beauty 1 gal 49 0 puronus laurocerasus ottolyken laurel i gal 46 ❑ floracion inbremo Primavera heather 1 gal 18 0 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 v!< acer palmatum butterfly Japanese maple 5 gal 7 pyrus calleryana chanticleer pear 5 gal 10 thuja plicata western red cedar 5 gal 23 S 88 1836" E 216.58' ALK i _CONC. URB ° - s""�,R:�Bi — OH 0 014 - —� Ofl - - - - --_ NO! 41'24' E ' i i APPROVED FOR CONSTRUCTION BY: Date: Developmmt Services Enginmr APPROVAL EXPIRES: `J:1 aeMATMr FIM,ffAEIfZV.NQY LS -01 14 _W 15 W Z X:9 a �VZ Z I'CWT G V LU 0 YUwZ J LU W v `J:1 aeMATMr FIM,ffAEIfZV.NQY LS -01 14 _W 15