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20070057 Full Size Approved Extended Plans 04072015�O}(?.•. .�- .`��VanLt U1- Gi'U�l,ldav'UlE,voi,t �b�i'�'LIkC TIU �� 1/ C,; OE 81 5 l rm; c a 1hiJ E�; c c7( a ry a ` r (�• U-bc tz" rCvdecd Pursue, � -to 6w-4Yn 1.a7,047 PLO- lots w+C" t�b�✓ Af(ea, ' PS deicrl�,<ned t�lnai- ttw_ -A Nneans & wa+c+s P -}i.15 SubcQ J:5i� is G pU,✓ {b 6,ga'h,0r\ THE HOFFMAN if 1ht (� i5 Ur'able V.zuc-✓cd --9v f ml- CL, lei Id�nq ;t- tS �b�,r�d @.r C�a"I X2-2- w;tb.� 1"6.5 S�(YiaVl�llh'., the ,,,r1 -waU v�at-H. �neu;deree Can to at✓nale HEARING'S EXAMINER CONDITIONS OF APPROVAL 941,7n 941,7n �'' RccJ ND YELM, WASHINGTON 1. THE CONDITIONS OF THE MITIGATED DE70 MNIATION OF NON - SIGNIFICANCE ARE HEREBY REFERENCED AND ARE HEREBY CONSIDERED CONDITIONS OF 14S APPROVAL 2. EACH OKUJNG N7H6N THE SUBDIVISION SHALL CONNECT TO THE CITY S.T.E.P. SEW" SYSTEM. 7HE PROJECT WILL BE REQUIRED TO EXTEND THE SEWER MAINS ACROSS THE CULLEMS ROAD FRONTAGE AND ALSO CONVECT TO THE PRAIRIE WINDS STREET LIRE THROUGH THE PROPOSED PROJECT TO THE CULLENS; ROAD PLAT TO THE NORTH. THE CONNECTION FEE AND INSPECTION FEE WILL BE ESTAK13 ED AT THE TIME OF BUILDING PERMIT ISSUANCE. 3 ALL DWELLING UNITS WITHIN THE WUWW" SHALL CONNECT TO THE CITY WATER SYSTEM. THE PROJECT WILL BE REQUIRED TO EXTEND THE WATER MAINS ACROSS THE CULLENS ROAD FRONTAGE AND ALSO CONNECT TO THE PRANK WINDS STREET LINE THROUGH THE PROPOSED PROJECT To THE CULLENS ROAD PLAT TO THE NORTH. THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE ALL REOL 00AMTS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SEC11ON 246- 290 -490 WAC SHALL BE MET BY THE APPLICANT. 4. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PINS FOR THE COLLECTION, TREATMENT, AND INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STOIMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (IMP'S) ARE REQUIRED DURING CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS ARE REQUIRED FOR MWWATER FACILITIES, THE FINAL STORMWATER SYSTEM SMALL BE HELD IN COMMON BY THE HOMEOWNERS ASSOCIATION AID THE HOMEOWNERS AGREEMENT SHALL INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES AGAINST INDIVIDUAL LOTS FOR THE MAINTENANCE AND REPAIR OF THE STORMINATER FACMJTES. ALL ROOF DRAM RUNOFF SHALL BE (FILTRATED ON EACH LOT UTILIZING INDIVIDUAL ORYINUL& S THE APPLICANT SHALL SUBMIT A FIRE HYDRANT PLAN TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR REVIEW AND APPROVAL AS PART OF THE CIVIL ENGINEERING PLANS PRIOR TO FINAL SUBDIVISION APPROVAL THE APPLICANT SHALL SUBMIT FIRE FLOW CALCULATIONS FOR ALL EXISTING AND PROPOSED HYDRANTS. ALL HYDRANTS MUST MEET MINIMUM CITY STANDARDS, 6. THE APPLICANT SHALL BE RESPONSIBLE FOR THE PAYMENT OF HYDRANT LOCKS ON ALL FIRE HYGRAN7S REQUIRED AND THE LOCKS SHALL BE INSPECTED BY TIME PUBLIC VOWS DEPARTMENT WORE PROJECT COMPLETION. THESE FEES SHALL BE COLLECTED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL PLAT RECORDING. 7. STREET UJGM7MG AND INTERIOR STREET LIGHTING WILL BE REQUIRED. THE APPLICANT SHALL CONTACT IN70LIGMT TO PROVIDE A LIGHTING DESIGN PLAN FOR APPROVAL. 8. PURSUANT TO THE REQUIREMENTS OF CHAPTER 15.40 YMC, THE FOLLOWING REQUIREMENTS MUST BE MET FOR CONOIRRENCY PURPOSES: *. TIME BUILDER OF ANY STRUCTURE WITHIN THE SL 0MSION SHALL PAY MN-FIRE PROTECTION IMPACT FEE PURSUANT To SECTION 15.40.020(BX6) YMC. THE IMPACT FEE FOR 2006 IS 90.216 PER SGUAE FOOT OF NEW DEVELOPMENT, AND IS PAYABLE AT BUILDING PERMIT ISSUANCE (FEE SUBJECT TO CHANGE). 9. PRIOR TO CIVIL PLAN APPROVAL THE APPLICANT WILL PROVIDE THE COMMUNITY DEVELOPMENT DEPARTMENT AN ADDRESSING MAP FOR APPROVAL. 10. PRIOR TO FAA. PLAT APPLICATION. A SUBDIVISION NAME MUST BE RESERVED WITH THE THURSTON COUNTY AUDITOKS OFFICE. 11. 7HE OW ENGINEERING PLANS SHALL INCLUDE A DETAILED LANDSCAPE PLAN THAT IDENTIFIES TYPES I. N, AM V LANDSCAPING WHICH IS CONSISTENT WITH THE CONCEPTUAL LANDSCAPING PLAN. TYPE I LANDSCAPING IS REQUIRED ALONG THE PE OX70 OF THE PROPERTY AND ALONG THE FRONTAGE OF CULLEMS ROAD. A TYPE N LANDSCAPE BUFFER SHALL BE !IDENTIFIED ALONG THE PROPERTY FRONTAGE OF CULLENS ROAD AS WELL AS NEW INTERNAL STREETS. TYPE SI LANDSCAPING ALONG OMENS ROAD SHALL INCLUDE DROUGHT TOLERANT SHRUBS AND BARK INSTEAD OF GRASS. TYPE V LANDSCAPING SHALL FIE DISPLAYED WITHIN ALL STORMWATER RETENION/DETENTION FACILITIES ALL PLANTING STRIPS AND REQUIRED LANDSCAPING LOCATED IN OMENS ROAD SHALL BE SERVED BY A DRIP IRRIGATION SYSTEM WITH A SEPARATE WATER METER AND AR APPROVED BACKFLOW PREVENTION DEVICE. THE APPLICANT SHALL Sl1BMT A FINAL LANDSCAPE AND IRRIGA710N PLAN AT THE TIME OF CIVIL PLAN SUBMISSION. 12.7HE APPLICANT SHALL PROVIDE A MINIMUM OF FIVE (5) PERCENT OF THE GROSS LAID AREA AS QUALIFIED OPEN SPACE DEVELOPED AS PARKS, 13, THE DEVELOPER SHALL MITIGATE TREE LOSS AT A MINIMUM OF 1 -1 FOR TREES THAT CANNOT BE PRESERVED. TREE LOSS SHALL BE MITIGATED BY PLANTING A MIX OF EVERGREEN AND DECIDUOUS TREES ALONG THE EAST PROPERTY LINE AND WITHIN THE OPEN SPACE. TREES TO REMAIN MUST BE PROTECTED DURING CONSTRUCTION PURSUANT TO CHAPTER 14.16. YMC. 14, THE APPLICANT SMALL PROVIDE A PERFORMANCE ASSURANCE DEVICE IN ORDER TO PROVIDE FOR MAINTENANCE OF THE REQUIRED LANDSCAPING UNTIL THE TENANT OR HOMEOWNERS' ASSOCIATION BECOMES IESPON9IILE FOR LANDSCAPING MAINTENANCE. THE PERFORMANCE ASSURANCE DEVICE SMALL BE 150 PERCENT QF THE ANTICIPATED COST TO MAINTAIN THE LANDSCAPING FOR THREE YEARS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO COISINUCIM BY CALLING THE UNOERGIOIND LOCATE LINE AT 1- 600 -424 -3553 A MNNMRM OF 46 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO FIE RESPONSIBLE FOR MAINTANMNG ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. Ilk" IF IaPMw Jlwri a 3/13/0 664 w Q**d\3NWNW9 -A Nduw WwAm 2/13/0 1919 MI SECTION 24 TOWNSHIP 17 RANGE 1E W.M. FEBRUARY 2008 PROJECT SITE qq POND AWE G1 v 00N r YELP QTY Em NOT TO SCALE ■ lsIM1111 SEWER SERVICE BOX - w- - - - N WATER VALVE —W- A HYDRANT —SS— — — IN WATER METER O-)Y PROPOSED STREET LIGHT — SD— — — 0--r( EXISTING STREET LIGHT iD ■ CATCH BASIN --- - -- - -- E PROPOSED PAVEMENT — - - 841 LOT BLDG ENVELOPE 0 PROPOSED SIDEWALK - — — — - 1,113,005.47 — OHP - -- EXISTING WATER PROPOSED WATER LINE EXISTING SEWER PROPOSED SEWER LINE EXISTING STORM DRAINAGE PROPOSED STORM DRAINAGE PROPOSED ROW PROPERTY LINE PROPOSED LOT LINE PROPOSED EASMENT EXISTING OVERHEAD POWER [' SKILLINGS CONNOLLY sole L.o.y Sm* wrd SE, La". WIaWkom 96503 (300) 491-3399 (000) 461-7545 Fax (380) 491-3857 APPLICANT 1 VER DATUM NGH>29 BASIS OF BEARINGS: WASHINGTON COORDINATE SYSTEM NAD83/91, SOUTH ZONE BASED ON CPS RTK TIES TO: THURS'TON COUNTY CONTROL POINTS: 253 M 597,545.98, E 1,113,138.22 359 M 603,437.62, E 1,106,790.26 836 M 596,849.56, E 1,110,464.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 ENGINEER STANTON DEVELOPMENT, LLC SKILLINGS CONNOLLY, INC. PO BOX 2307 5018 LACEY BLVD. KIRKLAND, WA 98083 LACIEY, WA 98503 (425) 827 -5722 (3804 491-3399 ATTN: RANDY FORSYTH PROJECT DATA SITE ADDRESS: TAX PARCEL No.: ZONING: AREA: NUMBER OF LOTS: WATER: SEWER: POWER: STORM DRAINAGE: BUILDING SETBACKS: ATTN: ROBERT G CONNOLLY, PE 9405 CULLENS RD. SE. YELM, WA 21724110700 R-8 (CHAPTER 17.15 2.81 ACRES 15 LOTS CITY OF YELM CITY OF YELM S.T.E.P. PUGET SOUND ENERGY ON -SITE RETENTION / INDIVIDUAL DRYWELLS FRONT =15' SIDE = 5' MIN EACH SIDE, BOTH MUST =12' FLANKING YARD =15' BACK = 25' SLEET■ TITLE 1 COVER SHEET 2 3 GRADING PLAN 4 GRADING AND DRAINAGE DE=TAILS 5 ROADWAY AND DRAINAGE PLAN AND PROFILE 6 DRAINAGE BASIN DETAILS 7-8 ROADWAY SECTIONS AND DETAILS 9 WATER AND SEWER PLAN AND PROFILE 10-12 WATER AND SEWER DETAILS 13 SIGNING PLAN AND DETAILS 14-15 FRONTAGE IMPROVEMENTS LS-1 LANDSCAPING PLAN LS-2 IRRIGATION PLAN APPROVED FOR CONSTRUCTION B C DATE: 4 -7- o e DaWrWft Ralew E V, y�lI1y � 11 �� APPROVAL, A J r •.- • ;.:!�� ELM VIVA 0046 �rr- EXISTING BUILDIN D TO BE !�R" • s �a►��:� Ell s,ffiWt1RQlatlSlRiP`y,'A AI�iRfAN��uu•l��uw�Al�AUiaVrl _. E1112457.17 1 i r I ' I -_ -- 1 N: 1 i 13 i l E: 1112577.37 VFRM KEYNOTE SCHEDL F TICAL N014)� O INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET WASHINGTON COORDINATE SYSTEM O INSTALL FILTER FABRIC FENCE NAD1113/91, SOUTH ZONE BASED ON GPS Im TIES T0: O INSTALL SILT SOCK PER DETAIL 1HURS7ON COUNTY CONTROL POINTS. 253 N 567,545.98, E 1,113,136.22 766 N 603.437.62, E 1,106,790.25 636 N 566,649.56, E 1,110,464.08 P10TE; $41 N 562,654.49, E 1,113,005.47 SCALE IN FEET CONSTRUCTION OF INDIVIDUAL DRYWELLS WILL et REQUIRED DURING BUILDING PERMIT PHASE ON EACH DISTANCES ARE GRID US SURVEY FEET LOT COMBINED FACTOR 0.99992 0 2 L 1. MIN WOW AM MAINMLS SNAIL BE N AOOpOwLCE OTN TINE 0 --0 FILTER FABRIC FENCE MOST =Mff STA DAID 91110MAMMIS FOR ROAD W IX WCAMN — XXX EXISTING CONTOUR MR OW NOR AND MWWAL COLSINICTIOK FIRIOlD AMY NY 00019M STATE OWARIIIAW OF 1IANIPWATION AIO 1Mj STAVE CMAPIBL AIENCAN PUBLIC W0 11(S NOTE: YYFIEN REMOVING SST SOCK USE ADEQUATE STAFFING ANI MI M, AND CITY OF VILM FABRIC NOISY STAMDAIO[ ASSURE THE FABRIC AND SILT DOES NOT FALL INTO TO MAIN MAINSAS YQIMO THE lSC9ICA1018 N ALL E CATCH BASIN. MMOW MCMOSIB SINN EaAVAlE1T, WLL SE APPROVED FOR COMLBBSIC110N USE BY LIE ENOAM. INLET OVERFLOW L CO BILCIM STASIS SMA L BE BY 11E DESIGN EUGIIIEER OR A PROTECTION SUAUWO LICENSING SLW%E l 111E OE%UAM OR CONTRACTOR S 1nsiamo E FOR SOHMLLND TIES VOW i INSAMY BOOM AND IONMTAIION CONI IOL SNAIL BE WOORTANOI NSOS C0101111000N TO AVOID DAMAGE 70 ONIBNWM FAOUIRS OR ADJMENT PROPEII7ES. 4, P Mt ID ANY ON SIR WRDANaN1S, ROADWAY CO SINCROWL OR OPAW40 M 70 111111111110 ROADaAY FACUIM A PFACOMMOUCTM COWUMCE SMALL SE Sp6DUlED eMlll 1NIH Bwae1011W AND UTIUES BMNCCIOR. WE BNNAPOM A1ID MISA M OONIIU,COWS) MAST BE N ATMOMM L IF MIS OR ~ UWM ARE RENaED TO BE OONWAA SN M THE MU WHT-0F -NAY, THE APPLICANT OWL 551111E M ISOFMMY PBIMR FNIM THE mu U1B m BMW= P SON R W OONS'NUCTI(IN. SL A OLT SM SHALL BE /STALLED AT EACH CATCH GAIN LOCATION. DATE -T- 1 ONSN JSRNM a 3A3M 854 AI INSTALL SILT SOCK IN CB'S AS SHOWN AND ADD STORM BASIN PROTECTION AT RIGHT REVISIONS REVISED PER CITY COMMENTS DEMOLITION NOTES 1. ALL EXISTING WELLS ON -SITE SHALL BE ABANDONED PER DOE REGULATIONS �11 � L 2$1 A OXIMATE LOCATION 1 I OF EXISTING SEPTIC SYSTEM TO BE ABANDONED PER .j THURSTON COUNTY AND DON GUIDEUNE $ I'. t N: 596885.98 FILTER FABRIC MATERAL USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE ,-MESA BACKUP SUPPORT �•� FILTER I MATERIA Q7. I 12' MIN. OR 4' TO 8' QUARRY SPAU.S v�� PROVIDE FULL WIDTH OF TCH INGRESS/EGRESS AREA SIN INSTALL CONSTRUCTION ENTRANCE AT LOCATION WHERE ACCESS OFF OF A PAVED ROADWAY BEGINS. ID-3 4.. 1: i I I o I 14.. I: _.. BURY BOTTOM OF FILTER WOOD OR STEEL FENCE POSTS TEMPORARY SILT FENCE NOT TO SCALE THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. C SKILLIM43S CONNO «Y 5016 Umy Boulevard SE, Laoay, We"glon 9.603 (360) 491 -3399 (800) 454 -7545 Fax (360) 491 -3867 YE LM HOFFMAN PLAT DRAINAGE• GRADING AND TEMPORARY `PLOSION CONTROL NOTES_ 1. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION 1 -07.15 OF THE STANDARD SPECIFICATIONS AND AS FOLLOWS: A. SOIL EROSION AND WATER POLLUTION/FLOOD CONTROL PLANS SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY. SUBMITTAL AND APPROVAL OF THESE PLANS SHALL PRECLUDE ANY CONSTRUCTION ACTIVITY ON THE SITE. B. ALL PERMANENT STORAGE AND DETENTION AREAS USED AS PART OF THE TEMPORARY EROSION CONTROL AND WATER POLLUTON/FLOOD ACTIVITIES AND CONVEYANCE SYSTEMS SHALL BE CLEANED OF ALL SILTS, SAND AND OTHER MATERIALS FoLLoWVNG COMPLETION OF CONSTRUCTION. 2. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY THURSTON COUNTY OR OTHER GOVERNING AUTHORITY OR AGENCY. 3. PRIOR TO ANY OTHER WORK ON SITE, EROSION CONTROL FENCING AND ROC( ACCESS DRIVEWAY SHALL BE IN PLACE, AS SHOWN ON PLAN. 4. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUT DURATION OF PROJECT CONSTRUCTION AS DIRECTED BY THE COUNTY. 5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH APRIL 30, ALL DISTURBED AREAS GREATER THAN 5,000 S.F. THAT ARE LEFT UNWORKED REGULARLY OR FOR AN EXTENOCD TIME SHALL BE STABILIZED BY SEEDING AND MULCHING. 6. STOCKPILED DIRT MATERIAL SHALL BE COVERED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE WRING CONSTRUCTION AND SHALL WATER DOWN AREAS AS NECESSARY AND IN CONFORMANCE WITH THE PERTINENT THURSTON COUNTY ORDINANCES. 8S, ALL DISIRIRBED AREAS SHALL BE SEEDED PER THE STABILIZATION REQUIREMENTS OF TABLE 9.1 OF THE THURSTON REGION DRAINAGE MANUAL 9. FILTER FABRIC FENCES SHALL BE MAINTANED IN ORDER THAT STORM WATER DISCHARGED OFF SITE IS AS FREE OF SEDIMENT AS POSSIBLE. INSPECT FILTER FABRIC FENCES AFTER EACH RUNOFF EVENT AND DAILY DURING PROLONGED RAN AND REPAIR THEM AS NECESSARY. WHEN SEDIMENT BUILDUP BECOMES EXCESSIVE, REMOVE THE SEDIMENTS OR BUILD A NEW FENCE PARALLEL TO THE OLD ONE. 10, IN AREAS UNDER STRUCTURES, PAVING SECTIONS AND SIDEWALKS, STRIP ALL TOPSOIL AND ORGANIC MATERIAL. FOR STRUCTURAL FILL IN AREAS UNDER FOOTINGS AND SLABS ON GRAPE, ALL SOILS SHALL BE COMPACTED TO A MINIMUM DENSITY OF BOX OF ASTM D -1557 OR 95X OF UBC 70 -1. THIS INCLUDES PROOF -ROLLING NATIVE SOILS EXPOSED IN THE SOTTOM OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL MATERIALS UNDER THE PAVING SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM DENSITY BY PROOF- AROLLING PRIOR TO PLACEMENT OF THE PAVING SECTION; THIS INCLUDES PROOF- IROWNG IN -PLACE SOILS, SOILS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION AND ALL STRUCTURAL FILL MATERIALS. 11. FOR IMPORTED STRUCTURAL FILL A CLEAN, SIX -INCH MINUS, WELL GRADED GRAVEL OR GRAVELY SAND (CLASSIFYING AS GW OR SW AS DETERMINED BY ANSI /ASRM TEST METHOD D -2457) SHALL BE USED. NO MORE THAN 7X BY WEIGHT SHALL PASS THE MA00BE RSUBSTITUTED PATH PRIOR D-1140 TEST A GEOTECH�NICUALECO CONSULTANT MATERIAL FOR USE. 12, ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO EIGHT 040HES LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED MINIMUM DENSITY BEFORE PLACING THE NEXT LIFT. ALL UTILITY TRENCH BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE. 13, PLACEMENT OF FILL SECTIONS ON SLOPES GREATER THAN 4:1 (HORIZONTAL TO VERTICAL.) SHALL BE BENCHED AS DIRECTED INTO NATIVE SOILS. HEIGHT AND WIDTH OF THE (BENCH WILL BE DETERMINED IN A FIELD BY A SOILS ENGINEER OR ENGINEERING GEOLOGIST. 14, IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE MUST CEASE, AND THE OWNER /CONTRACTOR WILL IMMEDIATELY COMMENCE RESTORATION METHODS, RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED. 15, SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APP'UCANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/Olt STORM DRAINAGE SYSTEMS. 16, IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK NS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL. THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/ CONTRACTOR, BUT MUST BE AUGMENYED WITH MULCH. NETTING, OR OTHER TREATMENT. 17, REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES ONLY WHEN THE ENTIRE SITE IS STABILIZED. APPROVED FOR CONSTRUCTION B DATE: 4 -7- Engineer � APPROVALi��S EXPIRES: - - c 7 -4-cf- DEMOLITION & TESC ff DETAILS AND NOTES F BIEEI MATCH ROADWAY TO BE _ \ I I CONSTRUCTED PER 1 i OPEN SPACE SMALL BE \ I \ CULLENS ROAD SUBDINSJON REGRADED TO MATCH EXISTING / TRA T\ I I / CONSTRUCTION PLANS. 1 / AFTER CONSTRUCTION UCIION OF BARN / ( I t \ ) —1— r _3 7- — I-- Ilk 151 1 GO J 12 00 I 1 00 1 14# F n I I � ,1• 1 1 Sr' oS.' '• %•.' ,rte ,F: t f � �. I I , l « . F- \7 S\ M�M,g I`` II I I I I II I I i► i I I L —1 } I 8 9 1 101 11 I L12 13 1 1 i I 46- . �� \ M I II I M \ \ \ M1 M � O M •y, , I I— J &aimon — — - — - - - i I I ! I r INSTALLROCK RETAINING ^ _ y WALL PER DETAIL 4 -18 ON MATCH EXISTING SHEET 4 AND THIS SHEET ELEVATIONS <,•io a ROADWAY ELEVATIONS v~i ................... ... ... ............ ..... .. .. ....HORIZONTAL.SCALE `iQ 1 FEET . .:VERTICAL OCALE !"-4 FEET 348 _ ....... ....... 348 . .......... .......... EXISTING GRADE. 344 N ..... ....... ................... ng 344 340: ................... .................. .................. .:. .. .. ... .......... ... - :: : : .... ... . . � .. PROPOSED::. ±. .... PUSHED GRADE 336 (MAX WALL WEIGHT x 4!) ...... ...... ...... .... .. .. .. +. _ s ]332.::.:. ^ :.�....... 10+50 ........: ......... ....!........................... .........� ......... ......... ...... 11 +00 .......: ........: ........ ........ :. 332 RETAme WALL ELEVATMIN DATE REVISIONS I 00iMACr FM n C SKILLINGS CONNOLLY 5016 Umy BwWvwd 3E, Lao", Was Woon 98503 (380) 491 -3399 (800) 454 -7545 Fax (380) 4913857 YELM IFS KEYNOTES: — — — XXX — — — EXISTING CONTOURS ❑1 ALL GRADES SHALL HAVE A MAXIMUM — XXX— PROPOSED CONTOURS SLOPE OF 3 HORIZONTAL TO 1 VERTICAL 0 VERTICAL DATUM NGw29 �r►sa OF 1111s*11111111111111ft WASHINGTON COORDINATE SYSTEM NAD83 /91, SOUTH ZONE BASED ON GPS' RTK TIES TO: THURSTON COUNTY CONTROL POINTS: 253 N 597,545.98, E 1,113,138.22 359 N 603,437.62, E 1,106,790.28 836 N 596,849.56, E 1,110,464.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 HOFFMAN PLAT WA PROPOSED ROCK RETAINING WALL APPROVED FOR CONSTRUCTION BY sa DATE:4 -7 -06 D9WMxrwd Review Engi near APPROVAL EXPIRES: 4y7=o9 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 UNE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE U71UTIES HAVE BEEN LOCATED• 1a tlaaee 06519—A GRADING PLAN 3 or 1s DRYWELL ROOF DRAIN ROOF FRAME (TYPICAL) GRATE DRAINAGE AND GRADING NOTES NOTES: (SEE DEL THIS SHEET) POSSIBLE ALIGNMENTS t. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH (1 DRYWELL PER 700 SF ROOF AREA) ASTM C 478 (AASHTO M 199) AND ASTM C 890, UNLESS OTHERWISE SHOVWN ON PLANS OR NOTED IN THE STANDARD PLAN VIEW 1. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY CITY OF SPECIFICATION %. , NOT TO SCALE YELM OR OTHER GOVERNING AUTHORITY AAGENCY. 2 AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE • Y %/ 2 IN AREAS UNDER STRUCTURES. PAVING • SECTIONS AND SIDEWALKS, STRIP ALL FABRIC HANNA 6" RISER SECTION TOPSOIL AND ORGANIC MATERIAL FOR STRUCTURAL FILL IN AREAS UNDER PER FOOT MAY A MINIMUM AREA OF 0.12 BRIO S INCHES 4' PERFORATED PIPE - DRY WELL FOOTINGS AND SLABS ON GRADE, ALL SOILS SHALL BE COMPACTED TO A TO ASTM A 4970E USED. WELDED WIRE FABRIC SHALL COMPLY J• MINIMUM DENSITY OF 90% OF ASTM D -1557 OR 95R OF USC 70 -1. THIS (AASHTO M 221). WIRE FABRIC SHALL NOT \\ INCLUDES PROOF -ROWNG NATIVE SOILS EXPOSED IN THE BOTTOM OF THE BE PLACED IN THE KNOCKOUTS. `H•8. ROOF DRAIN EXCAVATION PRIOR TO PLACEMENT OF FILL MATERIALS UNDER THE PAVING 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM DENSITY BY PROOF- ISTRUCTURE ROLLING PRIOR TO PLACEMENT OF THE PAYING SECTION; THIS INCLUDES 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR 1 - f3 BAR HOOP 5 J• KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS PROOF —ROLLING AND ALL STRUCTURAL FILL MATERIALS. IN-PLACE SOILS, SOILS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION AND OF 2 INCHES MINIMUM. KNOCKOUTS MAY BE ON ALL 4 SIDES ► 12' RISER SECTION LE FACTORY SUPPLIED KNOCKOUTS. KNOCKOUT OR CUTOUT SHEET COVER 3. FOR RIPORTED STRUCTURAL FILL A CLEAN. SIX —INCH MINUS, WELL GRADED EITHER ROUND 'D' SHAPE. PIPE TO BE INSTALLED IN GRAVEL OR GRAVELLY SAND (CLASSIFYING AS GW OR SW AS DETERMINED BY ANSI /ASIM TEST METHOD D -2487) SHALL BE USED. NO MORE THAN 7R HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH MATERIAL �i BASIN WALL Thll BY WEIGHT SHALL PASS THE f200 SCREEN AS TESTED BY ANSI /ASTM D -1140 �`KNESS (20 INCHES MAXIMUM). I'2• /4 TEST PROCEDURE. OTHER MATERIAL MAY BE SUBSTITUTED WITH PRIOR 5. THE MAXIMUM D 6' MIN. FOOTING APPROVAL BY A GE07EO NICAL CONSULTANT FOR USE. EPTH FROM THE FINISHED GRADE TO THE PIPE 2 — #3 BAR HO • 12' MIN. BETWEEN BOTTOM 4. ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO INVERT IS 5 FEET. k *. _ ____ EIGHT INCHES LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION Ata ROCFOOTING N DRYWELL MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED MINIMUM AND RISER SECTION SHALL NOT EXCEED 0.5 INCHES PER FOOT. 16 6" MIN. DENSITY BEFORE PLACING THE NEXT LIFT. ALL UTILITY TRENCH •• PRECAST BASE SECTION �- BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE. 7. FRAME AND CRATE MAY BE INSTALLED WITH FLANGE DOWN A 400 AD OR CAST INTO RINSER. ALAS � (MEASUREMENT AT THE �— — 4'0 ADS GRAIN PIPE TOP OF THE BASE) 2' -0' MIN. [:A L INSTALL 20 INSTALL* 4" PERFORATED PIPE #3 BAR EACH CORNER CAP AT END (CPEP SINGLE 44' WALL ACCEPTABLE) PROFILE VIEW NOT TO SCALE #3 BAR EACH SIDE 7.5' 10' MIN. #3 BAR EACH WAY 4`;,;.:.�, .� COMPACT BACKFILL 4' PERFORATED PIPE CATCH BASIN TYPE 1 n WASHED ROCK 3/4 — 11/2 NOT TO SCALE FILTER FABRIC ON TOP 7.5' SECTION A —A NOT TO SCALE c ROOF DnWNSPOUT SYSTEM (DRYWELL) NOT To SCALE LOSLOPTE�TO AIN' RIM ELEVATIONS TO MATCH A(REFER TO TABLE E) FINISHED GRADE. HOPE MANHOLE FRAME AND RISERS CAN BE FIELD CUT MAX 12 3/4" OD LIFTING EYE 1 COVER BY MANUFACTURER,--\ 28 BY CONTRACTOR. PE COUPLING GRADE (RIM) 1 12" LONG BY CONTRACTOR. 6 ' STUB-OUT LIFTING EYE BY MANUFACTURER. �R� RISER VARIES ANT A A rn 6' MIN. GRAVEL REINFORCED (REFER TO BACICRLL FOR WADS TOP TABLE HERE) PIPE COUPLING I MAX 12 3/4' OD OUTLET 12'0, IE =331.24 BY CONTRACTOR. —� INLET 12'0, IE- 331.24 12' LONG STUB -OUT BY MANUFACTURER. VENT 1/2 SASE COURSE DIAMETER _ ARCHED BAFFLES 7— PIPEPE COUPLINGS SHALL BE FERNOO PEW. gtAN i REG OR MISSION TYPE FLEXIBLE BOOT 104' ARCHED F CTAGONAL BASE PLATE UNOISTURam BY CITY DAGNEER WITH STAINLESS STEEL TENSION BAFFLES < (REFER TO TABLE HERE) EARTH BANDS. A METAL SHEER WARD SHALL BE USED TO PROTECT THE VARIES PLAIN VIELW FLEXIBLE 07 00, SEE PLAN COOK on A 1. ROCK WALLS SHALL SE CONSMXIED OF 3-MAN TO MODEL AS -2 :-MAIN II c" FRar BOTTOM TO Ta, ROOK SM CITY OF YELM ARE As FOLLOWS. DEPT. OF PUBLIC WORKS jW ROOK (no TO NCI UK) a NOES N - � �... BAgKFILL am f600 TO 1200 LIM)16 NCNB N ROCK WALL L W ROCK WALL 64ALL BE NaTAUED NTH A SMOOTH o.5' BEDDING APPROVED FOR CONSTRUCTION FACE. APPROVED DWG NQ EXCAVATION LIMIT BY iL )� - DATE: 4 -7 -be PWpNICUTA FCE OF 1�WWALL TO PROME 4 -18 sECTI°�N A-A UNDISTURBED SOIL M Engh I� MAN" STMIITY. N' ' SCAT-- LLU6V999 DAM 4. KADN ROCK SNAU SE PLACED 90 AS TO UXK INTO DES. OWN. q1D. 10/3/94 N ( j� M, 11 N TIE LOWER 11ER. l a CALL FOR NwEGRwI pow TO SEWN ANY ROCXS. STORMWATER TREATMENT DEVICE DETAIL 2 a B�vAWr TROT THAT SHOW SHALL CARRY APPROVAL aF A avlL DY9111QR NOT ro SCALE EXPIRES: 4 THAT 66bM666 A MIa� DATE REVISIONS CONINACT N0. BY: WARE TORRES 06 07 0 n 08519 -A BY: 06/07 N0. DATE ENTERED SKILLIMUS, HOFFMAN GRADING AND DRAINAGE 8Y: ., COMMOLLY 4 PROD ENQR: R.CONNOLLY 06 /07 �. PLAT DETAILS AND NOTES RIMII BWAIw MINrw a 3/u!w eS w 5018 Lacey BwWatrd SE, LaM. WOSNrVEDn 96503 15 A Rra 3 Peel 6- DAaw t AAIO IAMB 1247 PM s (380) 481 -3399 (800) 464 -7545 Fax (380) 491 -3867 YELM WA 11 I � 3 1 I I N I CONSTRUC INSTALL "0 TYPE 4B 1 SIDEWALK RAMP Li PER DETAIL S - 7.79% SHEET#a a CONSTRUCT _ TYPE 3A SIDEWALK RAMP 1 SEE DETAIL SHEET 8 STA 10 +54.50 1 46' LT • . j� -R�35 r- CONSTRUCT BULB OUT PER - DETAIL SHEET 7 - cFrTlnnl ?4 TnWNz�HIP 17 RANGF IF W M PROPOSED ROCK GALLERY / CONSTRUCT CONSTRUCT 1d0 DRAINAGE NOTES SEE DETAIL SHEET 6 ROADWAY PER AL-'- -�� TYPE 3A SIDEWALK ACCESS RESIDfJl1�TUCCL / RAMP PER DETAIL STA 20 +84.53, 17.15' LT S 6815'38' E LS EET 7 SHEET 8 (D INSTALL TypE 1 CB WITH OFCO SM -44 17 18 TEP ...------- ..STEP -_ .; - 4T - A _ EF' -. ROAD ,5 n --r-r S1Et� _._ -.._ GrEp _ _____ STEP -STEP SrEP . .. .. 'F� ld -- - + P _ _ S 8815'30• E _ ... p _......__.. W __._ --- W _ -- 4 i 7 W 10 1 1:2 -, W .__....... ... p- .. .. T. .. 13 14 d � I \ W � N IE +341.96 N I CONSTRUC INSTALL "0 TYPE 4B 1 SIDEWALK RAMP Li PER DETAIL S - 7.79% SHEET#a a I � 3 CL 2 �I �3 N 3 w j2Dt CONSTRUCT _ TYPE 3A SIDEWALK RAMP 1 SEE DETAIL SHEET 8 STA 10 +54.50 1 46' LT • . j� -R�35 r- CONSTRUCT BULB OUT PER - DETAIL SHEET 7 - cFrTlnnl ?4 TnWNz�HIP 17 RANGF IF W M PROPOSED ROCK GALLERY / CONSTRUCT CONSTRUCT 1d0 DRAINAGE NOTES SEE DETAIL SHEET 6 ROADWAY PER AL-'- -�� TYPE 3A SIDEWALK ACCESS RESIDfJl1�TUCCL / RAMP PER DETAIL STA 20 +84.53, 17.15' LT S 6815'38' E LS EET 7 SHEET 8 (D INSTALL TypE 1 CB WITH OFCO SM -44 17 18 TEP ...------- ..STEP -_ .; - 4T - A _ EF' -. ROAD ,5 n --r-r S1Et� _._ -.._ GrEp _ _____ STEP -STEP SrEP . .. .. 'F� ld -- - + P _ _ S 8815'30• E _ ... p _......__.. W __._ --- W _ -- 4 i 7 W 10 1 1:2 -, W .__....... ... p- .. .. T. .. 13 14 d � I \ W � N IE +341.96 INSTALL "0 63 LF 12 HDPE STORM LINE Li 3 S - 7.79% I Q I Ir CL STA 11 +01.55, 18.50' RT INSTALL N 3 I it I /REMOVE EXIS I � TING SIDEWALK THEN CONSTRUCT TYPE 3A SIDEWALK RAMP IN EXISTING SIDEWALK PER DETAIL SHEET 8 STA 10+00 STA 10 +54.50. I 46' RT CONSTRUCT I E ITYPE 3A SIDEWALK RAMP PER DETAIL SHEET 8 I� 5 I CONSTRUCT ROADWAY PER LOCAL I ACCESS RESIDENTIAL DETAILS SHEET 7 II STA 20 +35 350 INSTALL CENTRAL BOX UNIT MAIL BOX PER CITY STANDARDS 1 TYPE 3A SIDEWALK 1 RAMP PER DETAIL SHEET 8 - MATCH EXISTING EDGE OF PAVEMENT \ GRATE RIM - 346.35 IE a 343.70 '�'�'� A ♦ \ T INSTALL 0.50X HDPE STORM LINE STA 13 +69.26 1 - STA 20 +84.53, 20.81' RT J 14 27 LT _ O INSTALL TYPE 1 CB MATH DECO SM -44 CENTER OF _..._ -._ ___ GRATE R� CUL DE SAC L1 RNA - 346.28 - IE w 343.51 p 3 1 O INSTALL TEP _.T... STEP _..... $1E.P. '1 -, _ 33 IlF 12'0 HDPE STORM LINE C W w 3W ._.._ __... W .. , 14 / 5 STA 10 +38.80, 14.65" RT Q INSTALL TypE 1 CB WITH OFCO SM -44 GRATE 345.14 10' UTIU MT TYP 6 1 1 7 8 1 1 1 9 10 tl c++ PVI 21 +07.03 ELEV. 346.83 ..r IE +341.96 INSTALL "0 63 LF 12 HDPE STORM LINE S - 7.79% (D STA 11 +01.55, 18.50' RT INSTALL TYPE 1 CB WITH OFCO SM -44 RRIM IA - 340.00 IE + 337.05 r I O INSTALL 7 01 HDPE STORM LINE 5 r 1 L 1�� O NT�� 01.55. 18.50' LT TYPE 1 CB WITH OFCO SM -44 GRATE RIM - 340.00 IE ~ 337.05 ROADWAY NOTES: OINSTALL t0 Ot INSTALL CAST -IN -PUCE DETAIL 49 LF' 12'0 HDPE STORM LINE S w9.24% MONUMENT PER SHEET 7 AT 10 +00, 0' LT, 13 +89.21, 0' LT AND ,�5 11 STA 11 +50, 18.50' RT L 13 +69.21, 14.25' LT D'A TYPE 1 CB WITH OFCO SM -44 TYPE 1 re iS an aPQoteA+ �; - 335.61 COriEvil- wzk" �t'b3 (�b'R" IE � 332.52 SCALE IN FEET �0Vf wz+VL,n j1.,L aFir2-^j INSTALL 0 20 4Q0�6cUsS �'O 1_.0"� %Ll . 4 Wu) 12 69 LF 12'0 HOPE STORM LINE Ti�ceA IACn�'-io,n um \Q-L. S • 1.52% r¢Q Ui R4c4 �f�o.I' �'0 �7Y�S�T'Jc�lUf \, 13 STA 12 +19.17, 18.50' RT INSTALL TYPE 1 CB WITH OFOO SM -44 GRATE RIM - 334.07 IE - 331.47 14 INSTALL 37 LF 12 ". HDPE STORM LINE S - 0.5OX 15 STA 12 +19.17, 18.50' LT INSTALL TYPE 1 CB WITH OFOO SM -44 GRATE RIM - 334.07 IE - 331.28 18 INSTALL 12 LF 12 "0 HDPE STORM LINE S - 0.50X 17 STA 12 +19.17, 31' LT INSTALL AQUASHIELD AQUASWIRL CONCENTRATOR MODEL AS -2 TREATMENT SYSTEM PER DETAIL SHEET 4 RIM - 335.00 IE - 331.24 18 INSTALL 13 LF 12'0 HDPE STORM LINE S - 0.50X 19 STA 12 +22, 46' LT INSTALL TYPE 1 CB NTH GRATE RIM - 335.00 IE - 331.18 OINSTALL 30 LF 12 "N HDPE PERFORATED STORM PIPE S - 0.00X 21 STA 12 +92. 46' LT INSTALL TYPE 1 CB WITH GRATE RIM - 336.00 IE - 331.18 22 INSTALL 71 LF 12'0 HDPE PERFORATED STORM PIPE S - 0.00X 23 STA 11 +50, 46' LT INSTALL TYPE 1 OB WITH GRATE RIM - 335.74 IE - 331.18 8AjM OF N WASHINGTON COORDINATE SYSTEM NAD83/91, SOUTH ZONE BASED ON GPS RTK TIES T0: THURSTON COUNTY CONTROL POINTS: VERTICAL DATUM 253 N 597,545.98, E 1,113,138.22 NCVD29 359 N 603,437.62, E 1,106,790.26 836 N 596,849.56, E 1,110,464.08 841 N 592,854.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 APPROVED FOR CONSTRUCTION 7� DATE: 4-7 -06 B Review Engineer qI I APPROVACt� �/b/ 1)�/ EXPIRES: 4 - - THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. JOB NUNGER DATE REVISIONS OMMACT Na � ROAD 'A'& PRAIRIE WIND ST DESIGNED Y. B. JOHNSON 06/07 N0. DATE SKILLINGS HOFFMAN 06519 -A ENTERED BY; M. WARE 06 /07 1 9 -13 -07 REVISED PER CITY COMMENTS 8 -27 -2007 ROADWAY & DRAINAGE CHECKED R.: 2 9/2007 REVISED PER CITY COMMENTS COMMOLLY PROJ. ENGR.: R. CONNOLLY 06/07 3 1/2008 REVISED PER CITY COMMENTS 11 -09 -07 �T PLAT PLAN AND PROFILE 5 PW*d By. Msy Sm m 3/13/05 4:23 PM �� 5016 Lacey Boulevard 54 7545 ax (36lgtotl -W57 -- ._ -- -- - -- _ -_ 1380) 491.9399 1800) 454 -7545 Fax (380) 4913857 YFI AA WA 1N+ELTs -- -- -..... w _. _ w SCALE IN FEET 0 5 10 20 `.J VERTICAL DATUM NGVD29 MGM Of MA� WASHINGTON COORDINATE SYSTEM NAD83/91, SOUTH ZONE BASED ON CPS RTK TIES TO: THURSTON COUNTY CONTROL POINTS: 253 N 597,545.98, E 1,113,138.22 359 N 603,437.62, E 1,106,790.26 836 N 596,849.56, E 1,110,454.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 APPROVED FOR CONSTRUCTION B DATE: -7-08 Defvflopment R Engineer 2 APPRO�AL�� EXPIRES: 4� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. I DATE I ENTERED BY: M. WARE CHECKED BY: y"- PROJ. ENGR.: R. CONN Rotted BK Mon Won an 3/13/98 +23 i - - 12+00 REVISIONS PER CITY COMMENTS W' W _. ...... w w 13 W- ._.. w _SS - -- " -_.... SS 1 vJ T 00 W i W O17 5TA 12 +19.1 23 7, 31' LT SEE NOTE 23 SHT 5 INSTALL AQUASHIELD AOUASWWRL CONCENTRATOR MODEL AS -2 TREATMENT SYSTEM PER DETAIL SHEET 4 RIM = 335.00 IE - 331.24 18 INSTALL 13 LF 12'0 HDPE STORM LINE 5 - 0.50% 19 DRAINAGE NOTES: 13 STA 12 +19.17, 18.50' RT SHT 5 INSTALL SEE TYPE 1 CB WITH OFCO 20 SM -44 GRATE ..: RIM = 334.17 IE = 331.47 14 INSTALL 37 LF 12 "0 HDPE STORM WRAP TOP AND SIDES LINE S = 0.50x 15 STA 12 +19.17, 18.50' LT INSTALL TENCATE T40N FABRIC TYPE 1 CB WITH OFCO 336 SM -44 GRATE .....19 RIM - 334.17 IE - 331.30 16 INSTALL 334 12 LF 12'0 HOPE STORM 334 LINE . S = 0.50% O17 5TA 12 +19.1 23 7, 31' LT SEE NOTE 23 SHT 5 INSTALL AQUASHIELD AOUASWWRL CONCENTRATOR MODEL AS -2 TREATMENT SYSTEM PER DETAIL SHEET 4 RIM = 335.00 IE - 331.24 18 INSTALL 13 LF 12'0 HDPE STORM LINE 5 - 0.50% 19 SEE NOTE 19 SHT 5 20 SEE NOTE 20 SHT 5 21 SEE NOTE 21 SHT 5 22 SEE NOTE 22 SHT 5 HORIZONTAL SCALE: 1- =10 FEE1 SFrTION B -B VERTICAL SCALE: 1' =2.00 FEET STA 12 +19.17 m SECTION A -A HORIZONTAL SCALE: 1' =10 FEET VERTICAL SCALE: 1" =2.00 FEET C SKILLIMOS Conno «Y 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491 -3399 (800) 454 -7545 Fax (360) 491 -3857 YELM HOFFMAN PLAT 06519 —A DRAINAGE BASIN SECTION AND DETAILS 15 ROAD "A,. - ROW: ROW 338 I:.. ..... .. ................... I. ..: I' ... .. .. 255. !. ....305 39': WRAP TOP AND SIDES 0 GALLERY 111TH 17 TENCATE T40N FABRIC APPROX :ED9STING 336 336 RoPOSeo .....19 GRADE ..... .. ...ApE...... .. .... ..... .._. RU Y3 I _ . 334 334 . B. 18 OVERLAP -. ... EL-333E 332 .... .......... .:... .... ;: .. 332 ' 330 330 .... ..... ........ ..... .. a .. PROPOSED; E t5 16 WATER ` EL 329, 328 PROPOSEp, :.. SEWER 11/ "i WASHED ROCK t9 328 HORIZONTAL SCALE: 1- =10 FEE1 SFrTION B -B VERTICAL SCALE: 1' =2.00 FEET STA 12 +19.17 m SECTION A -A HORIZONTAL SCALE: 1' =10 FEET VERTICAL SCALE: 1" =2.00 FEET C SKILLIMOS Conno «Y 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491 -3399 (800) 454 -7545 Fax (360) 491 -3857 YELM HOFFMAN PLAT 06519 —A DRAINAGE BASIN SECTION AND DETAILS 15 ' LARTER STRIP AS REQUIRED 'e CONC. L— 2" CRUSHED SURFACING TOP COURSE GENERAL NOTES: OR WELL GRADED SAND. 1. FOR JOINTS AND SCORING, SEE FOR CURB USE STANDARD FOR SIDEWALK DETAIL 4-13. SPACING, EXPANSION JOINTS, THIS SHEET AND SCORE MARKS. 2. CONCRETE DRIVEWAYS REWIRE A MINIMUM DEPTH OF B ". 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT OEMATE MORE THAN 1/8 INCH, AND AUGNMENT SHALL NOT VARY SIDEWALK MORE THAN 1/4 INCH. NOT TO SCALE S. •0.17' ASPHALT b01N1 e11E •0.17' CRUSHED SURFACING TOP COURSE 40.67' GRAVEL BASE PREPARED SUBGRADE LOCAL ACCESS RESIDENTIAL STREET TYPICAL SECTION NOT TO SCALE *VOTE: ALL THICKNESSES ARE MINIMUM COMPACTED DEPTHS O 95% MAX. DENSITY I I I 110' R, TYP.- I Ill.'] II GENERAL NOTE: 1. REFER M RELEVANT SECTIONS OR THE DEVELOPMENT GUIDELINES FOR ADDI1ONAL INFORMATION ON STORM DRAINAGE, STREET UGHTING, PAVEMENT STRUCTURE, ETC, BULB OUT DETAIN NOT TO SCALE K CURVATURE STREET W •I 1 I u • A! ` *I 4 .I LOCAL ACCESS RESIDENTIAL OR LOCAL ACCESS COMMERCIAL STREET ON— STREET PARKING DETAIL APPROVED I DWO M0. 4 -8B EDGE AROUND EACH PANEL - BROOM FINISH IF WIDE SIDEWALK PLANTER STRIP (AS REQ) I. .• - ,►-I � Holes: A A • —�\ J 1. DPNL9W JOINT MAIIERN THICK BE 31V Q( PREMp� CEMENT CONCRETE ROLLED CURB AND GUTTER JOINT FIRER RAL 7HK NESS OF OONOE7E NOT TO SCALE 2. ADND INSPECTION MOANED BEFORE NOTES: a SCONE MARKS SHALL BE Si/B' WOE BY t1/4• CITY U YELM Dah, FaP 1. EXPANSION JOINT MATERIAL LL 70 HI 3/8" DOCK DEPT. OF PUBLIC WORKS MAW SIDEWALKS SSA L BE B N ADM A LONGITUDINAL OF WAI SOpIE PREMOLDED JOINT FILLER FULL THICKNESS OF coNCRETE CEMENT CONCRETE MAW sNAU � MADE ALONG cE«>ER of wAHx. 2. FORM AND SUBGRADE INSPECTION REWIRED BEFORE 4. EXPANSION JOINTS SHALL BE INSTALLED N OM AND POURING CONCRETE. CURB GUTTER AM IN SIDEWALK AT PC AND PT AT ALL CHINO 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. RERNINS EXPANSION 'STS SHALT" BE PLACED IN APPROVED DWG NO. SIDEWALK AT SAME LOCATAALS AS 11105E 0 CURB AND IhIINIC WIWINS DAECHOIR DATE 4 -13 aurlm *0 SDENIALK IS /10JACFNT m one AND CITIEF. UNLESS GROM E DIRECTED BY ENGINEER. BM -nOWW S-C S-C S-C 1 3/15/94 DATE REVISIONS BY: P&M BK Ilvv Ron m 3113A B 4:23 PM I I I R/W R/W �C 1• 1' 8' S' \� \ \\\ \ \ \\ t7­W' N• 9 ua: IF WIDE SIDEWALK PLANTER STRIP (AS REQ) I. .• - ,►-I � Holes: A A • —�\ J 1. DPNL9W JOINT MAIIERN THICK BE 31V Q( PREMp� CEMENT CONCRETE ROLLED CURB AND GUTTER JOINT FIRER RAL 7HK NESS OF OONOE7E NOT TO SCALE 2. ADND INSPECTION MOANED BEFORE NOTES: a SCONE MARKS SHALL BE Si/B' WOE BY t1/4• CITY U YELM Dah, FaP 1. EXPANSION JOINT MATERIAL LL 70 HI 3/8" DOCK DEPT. OF PUBLIC WORKS MAW SIDEWALKS SSA L BE B N ADM A LONGITUDINAL OF WAI SOpIE PREMOLDED JOINT FILLER FULL THICKNESS OF coNCRETE CEMENT CONCRETE MAW sNAU � MADE ALONG cE«>ER of wAHx. 2. FORM AND SUBGRADE INSPECTION REWIRED BEFORE 4. EXPANSION JOINTS SHALL BE INSTALLED N OM AND POURING CONCRETE. CURB GUTTER AM IN SIDEWALK AT PC AND PT AT ALL CHINO 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. RERNINS EXPANSION 'STS SHALT" BE PLACED IN APPROVED DWG NO. SIDEWALK AT SAME LOCATAALS AS 11105E 0 CURB AND IhIINIC WIWINS DAECHOIR DATE 4 -13 aurlm *0 SDENIALK IS /10JACFNT m one AND CITIEF. UNLESS GROM E DIRECTED BY ENGINEER. BM -nOWW S-C S-C S-C 1 3/15/94 DATE REVISIONS BY: P&M BK Ilvv Ron m 3113A B 4:23 PM I I I R/W R/W �C 1• 1' 8' S' m 7 t7­W' N• 9 GENERAL NOTES: 1. "qv STREET" PARKING PERMITTED 2. REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ETC. LOCAL ACCESS RESIDENTIAL APPROVED DWG NQ 14-7 GENERAL NOTES: B" 1/2 LB. (MIN.) STEEL OR IRON 7 I11 CITY OF YELM 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR DEPT. OF PUBLIC WORKS ASPHALT CONCRETE PAVEMENT WHERE CASED MONUMENT IS NOT REQUIRED CEMENT CONCRETE 2• CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. SIDEWALK CONCRETE BASE NEED NOT BE FORMED. 3. N APPROVED Om NO. CAP SHALL BE 2" MIN. DIAM. BRASS PLUG MARKEF PUBLIC WORKS DIRECTOR DATE 4-11 4' CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION. 06S C S-C S-C COM7RACTNo. �>VW, C SKI«INGS conno«Y 5016 Lacey Boulevard SE, Lacey, Washhpton 98503 (380)491 -3399 (800) 454 -7545 Fax(360)491-3857 CAST IN PLACE MONUMENT APPROVED ONG. NO. PUBIC WORKS DIRECTOR DATE 4- 1 0 DES OWN. M. DATE S-C I S-C I S-C 1 10/3/94 1' 8' S' m 7 t7­W' N• 9 GENERAL NOTES: 1. "qv STREET" PARKING PERMITTED 2. REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ETC. LOCAL ACCESS RESIDENTIAL APPROVED DWG NQ 14-7 GENERAL NOTES: B" 1/2 LB. (MIN.) STEEL OR IRON 7 I11 CITY OF YELM 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR DEPT. OF PUBLIC WORKS ASPHALT CONCRETE PAVEMENT WHERE CASED MONUMENT IS NOT REQUIRED CEMENT CONCRETE 2• CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. SIDEWALK CONCRETE BASE NEED NOT BE FORMED. 3. N APPROVED Om NO. CAP SHALL BE 2" MIN. DIAM. BRASS PLUG MARKEF PUBLIC WORKS DIRECTOR DATE 4-11 4' CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION. 06S C S-C S-C COM7RACTNo. �>VW, C SKI«INGS conno«Y 5016 Lacey Boulevard SE, Lacey, Washhpton 98503 (380)491 -3399 (800) 454 -7545 Fax(360)491-3857 CAST IN PLACE MONUMENT APPROVED ONG. NO. PUBIC WORKS DIRECTOR DATE 4- 1 0 DES OWN. M. DATE S-C I S-C I S-C 1 10/3/94 i-- L— _ I _ _ t Ip- YVP r T —.. -i_ eC _ — C= 4 tn- Ilv. T , sro• ---- .. 11 /•• -. 9• R 1 3/4' lA \ 1"7- MOH R'GLSFO I f^ QE CLOG PAD PLACES) 1 - -- ts• . 9Y OLYMPIC FOUNDRY INC. 15" x 22" ROLLED CURB FRAME & GRATE RATING: H -20 PART NO. SM44 NOT TO SCALE 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 EXISTIN6. 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 FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRAD9. 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. B. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. e 5' MIN FROM a DRIVEWAY PORTION OF SIDEWALK TO BE 6" THICK ° °° ° d e a a .4 4 4 a d °° ° e 5' SIDEWALK d a a e e d a Q 6" THICK CONCRETE DRIVEWAY a /-BACK OF CURB d DRIVEWAY LOCATIONS TO BE IDENTIFIED BY CONTRACTOR TO POURING THE SIDEWALKS OR ALL SIDEWALKS SHOULD BE 6 ". DRIVEWAY PLACEMENT DETAIL NOT TO SCALE HOFFMAN PLAT 20' MAX APPROVED FOR CONSTRUCTION B DATE: 4-7 -c8 iopment Review Engineer �' L y I EEXXP REVS 4 * -7---p i JOB NUMBER 06519 —A ROAD DETAILS 1 7 OF 15 WEE' N• i-- L— _ I _ _ t Ip- YVP r T —.. -i_ eC _ — C= 4 tn- Ilv. T , sro• ---- .. 11 /•• -. 9• R 1 3/4' lA \ 1"7- MOH R'GLSFO I f^ QE CLOG PAD PLACES) 1 - -- ts• . 9Y OLYMPIC FOUNDRY INC. 15" x 22" ROLLED CURB FRAME & GRATE RATING: H -20 PART NO. SM44 NOT TO SCALE 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 EXISTIN6. 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 FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRAD9. 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. B. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. e 5' MIN FROM a DRIVEWAY PORTION OF SIDEWALK TO BE 6" THICK ° °° ° d e a a .4 4 4 a d °° ° e 5' SIDEWALK d a a e e d a Q 6" THICK CONCRETE DRIVEWAY a /-BACK OF CURB d DRIVEWAY LOCATIONS TO BE IDENTIFIED BY CONTRACTOR TO POURING THE SIDEWALKS OR ALL SIDEWALKS SHOULD BE 6 ". DRIVEWAY PLACEMENT DETAIL NOT TO SCALE HOFFMAN PLAT 20' MAX APPROVED FOR CONSTRUCTION B DATE: 4-7 -c8 iopment Review Engineer �' L y I EEXXP REVS 4 * -7---p i JOB NUMBER 06519 —A ROAD DETAILS 1 7 OF 15 WEE' RADIUS POINT OF CURB RETURN RADIUS POINT OF SIDEWALK RAMP 5' - 0• W 3/8' EXPANSION JOINT AND CURB RETURN 5 - 0' MI . 4 BUFFER STRIP (SEE STD. PLAN F -3) 6' - 0" SIDEWALK Ld TOP OF CEMENT RAMP - 0 RAMP CENTERLINE + R'4p /Ug�q 2 ROADWAY SID WALK LANDING ROADWAY l + SEE CONTRACT FOR SEE C T CURB RETURN RADIUS CT ACE p CEMENT Z CONCRETE CEMENT CONCRETE CEMENT C CRETE „ DETECTABLE WARNING PEDESTRIAN CURB SIDEWALK CURB k GUTTER DEPR SSE° « CEMENT CONCRETE CEMENT CONCRETE (SEE NOTE 4) CURB do GUTTER C PATTERN (SEE DETAIL) (SEE NOTE 4) PEDESTRIAN CURB PEDESTRIAN CURB CEMENT CONCRETE SECTION O SECTION O - 0' MIN. RAMP DETECTABLE WARNING SIDEWALK SIDEWALK RAMP TYPE CONCRETE �\ CURB, OR CURB (p ) 8" EXPANSION JOINT (C ) AND GUTTER 3/8• EXPANSION JOINT �' PATTERN (SEE DETAIL) YE STD. PLAN F -3) Y (TYP.) (SEE STD. PLAN F -3) + a 5' 0 RAMP SIDEWALK BUFFER STRIP VARIES VRIES 0 TO O� TO 6 I I I in TOP OF a ROADWAY A + „ RAMP DETECTABLE WARNING +3 ` PATTERN AREA SHALL BE B ` + CEMENT CONCRETE B YELLOW, IN COMPLIANCE + + « ` DETECTABLE WARNING CEMENT CONCRETE CURB & GUTTER WITH STD. SPEC. 8- 14.3(3) PATTERN (SEE DETAIL) PEDESTRIAN CURB (SEE NOTE 4) Y 6' - 0' X (SEE STD. PLAN F -1) _ O BUFFER ISTANCE FROM P.C. RAMP LANDING CURB, OR CURB CROSSWALK STRIP SECTION CO O AND GUTTER I a MAJOR STREET* Al T 9 CEMENT CONCRETE PLAN VIEW . SIDEWALK RAMP TYPE` 3A 0 - -� - -' PLAN VIEW MIN. I MAX. SIDEWALK RAMP TYPE 3A SIDEWALK RAMP WSDOIr TYPE 4B -1 NOT TO SCALE PLAN A 1 5/8' 2 3/8' I LAYOUT 1 EL =347.79 B I S 1 1 I I 5' 0" MIN. - 0" MI J C 7 18' 3 4' BUFFER .. 1..- _._..6 � STRIP fO TOP W OF STA =21 +60.28 _ L- 7. n \ I I ," D 7/B' 1 7/18' 2,x a ROADWAY I\ \___ _ CEMENT CEMENT CONCRETE STA - +RAMP CENTER OF CUR ELEVATION CONCRETE CURB & GUTTER ~ EL =346.31 STA -21+ . SIDEWALK SECTION �A (SEE NOTE 5) (n EL- 346.:21 TRUNCATED DOMES (SEE NOTE 7) 0 1 _ DETECTABLE WARNING PATTERN DETAIL I I SCZ NOT TO SCALE 5' - 0' MIN. - 0' MI LANDING RAMP DEPRESSED LLI STA =10 +42.1 SAW CUT EXISTING PAVEMENT. (SEE NOTE 5) I I EL =344,9 P•T. STA =10 +54.89 EMULSIFIED ASPHALT GRADE 4CEMEN 2 - 0 ) L= MINIMUM 0.25' CLASS Td' A.C.P. CSS -1 TACK SHALL BE APPLIED TOP OF (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. % < ROADWAY ALL JOINTS SHALL BE SEALED a PL�I0.0N'. MAXIMUM O.1Y LIFTS USING PAVING ASPHALT AR400DW. RAMP STA =10 +18.00 = + T CONCRETE DETECTABLE aa7 ORAV0. BASE "'STRIAN CURB WARNING �L=3 77� - EL =346.11 STA =10 +54.35 OF MACS paSTNC (SEE STD. PLAN F -1) PATTERN PE . 2-03. DENSITY a1Y �slm �p� (SEE DETAIL) I I -- PER. 2- OJ.3(14)0 WAGING PAVEMENT TOP _ 00 SECTION O PRAIRIE ROAD 'A' STA =10+00 ROAD 'A' TRENCH BACKFILL I EL= 347.13 CENTER OF CURVE - - 1' COMPACTED PER. 1 A= + STA =10 +41.80 IP.T. STA = 10+54.35 SCALE IN FEET pry,' 2- 03.3(14)C METHOD B EL =345.51 - 0" MI 5' - 0'" MIN. - 0" MI I 10 20 RAMP LANDING . RAMP ISTA =21 +OO.L717 RIM =345.14 D Y EL =345.94 MNMUM 0.75' CEMENT CONIC. PVMT. TRANSVERSE CONSTRUCTION JOINT. O OR MATCH EXISTING PLUS 0.06', SEE STANDARD PLAN A -1 3/8' EXPANSION SIDEWALK WHICHEVER IS CREATES. rSAW CUT.EXISTING PAVEMENT. JJbOINT (TYP. SECTION O (SEE STD. FLAN F -3) 0.67' GRAVEL BASE RAMP �f. COMPACTED TD Bsx Exlsnwc i of MAXIMUM DENSITY o.1r CRUSI E0 N STA =20 +95.67' VERTICAL DATUM 2- G3.3(14)D SURFACING EL =348.42 : '- ' 'ci SUP ACING PAVEMENT n / NGVD29 n SAll IDEWALK K RAMP WSDOT TYPE 3A STA =20 +93.30 SID K M� �A TRENCH BACKFILL NOT TO SCALE EL =346.47 = SIDEWALK WASHINGTON COORDINATE SYSTEM 1' COMPACTED PER. _ NAD83/91, SOUTH ZONE BASED ON GPS TYP. 2- OJ.3(14)C METIMOD c RLL �v7*Ci��T2D Tnos-I- • RTK TIES TO: CITY OF YELM Meek rurYen� �jiMZNVL�CarclS APPROVED FOR CONSTRUCTION IM- 346.za/ THURSTON COUNTY CONTROL POINTS: DEPT. OF PUBLIC WORKS c 359 N 603,437.62, E 1,113,138.22 . 6 TRENCH- PAVEMENT OLV �Q }tm4 O� B ++ DATE: 4- -o c EL =346.40 836 N 596,849.56, E 1,110,464.08 1S- ( De loplllent Review Engineer RESTORATION DETAIL z YII��� DISTANCES 2 ARE GRID EUSI SURVEY 4FEET NOTES: y I. ALL MATERIALS. WORKMANSHIP, AND INSTALL - APPROVED Dwa No. PRAIRI T R A 'A' COMBINED FACTOR 0.99992 ATKIN SMALL BE IN CONFORMANCE WITH TILE y EWIND S / 0 D STANDARD SPECIFICATIONS FOR ROAD. BRIDGE PUBLIC WORKS DIRECTOR DATE 4 -1 INTERSECTION AND MUNICIPAL CONSTRUCTION AS AMENDED BY APPROVAL / CITY OF YELM STANDARDS. DES OWN. M. GATE EXPIRES: 4 - "f \ s -C 5-C S -C 10/3/94 DATE REVISIONS CONTRACT NO. �G•C ng JOB NUMBER DESIGNED B. JOHNSON 06/07 NO. DATE SKIL�INGS HOFFMAN 06519 -A ENTERED BY: Y. WARE TORRES 06/07 , 9/2007 REVISED PER CITY COMMENTS k CHECKED BY: PROJ. ENGR.: R. CONNOLLY 06/07 _ Nw coNno «Y ROAD DETAILS 2 PlotbO By. Mary Was on 3/13/06 4:23 PM - tl� 5016 Lacey Boulevard SE, Lacey, Washington 98503 PLAT a M 06619 -A HDfjNo PMt CAD CWSTRUCIIDR 519 -AjtoW Det& 02. &WWm 1/17/08 9:32 AM (360) 491 -3399 (e00) 454 -7545 Fax (360) 4913857 YELM WA SM�, SECTION 24 TOWNSHIP 17 RANGE 1E W.M. S.T.E.P. NOTES: _ _ 1 84 / r CON E1CT TO EX STINGLS.T.E.P. MAIN S 88'15'38" E REMOVE EXISTING PIG LAUNCH ASSEMBLY INSTALL 1 1 I; IRRIGATION METER AND M 1 -3 "0 GATE VALVE BACKFLOW DEVICE SEE _ 0 P E N i �, �\-v}� 1- THRUST BLOCK I LANDSCAPE PLANS FOR Og OS 1� 7 -12 SHEET RELEASE 2 (OFFSET 22.5' R DETAIL \ DETAILS SD SO � � —JI I 1 2 — — — — — — _ INSTALL ` 8 — — — — — — — — — — — — — — — — — — _ — — — — — 9 59 LF 3 "0 PVC SDR 21, CLASS 200 S.T.E.P. 2 A I MAIN 1 3 - — -- 3 STS 21 +31.57, 6' LT _ INSTALL 0 I 1 -3 "x2" PVC TEE I rn 1 -2" GATE VALVE 6 1- THRUST BLOCK I I ITEP - STEP ; STEP - S - — STEP ROAD A STEP STEP STEP S 88'15'30" E STEP TEP ; STEP STEP 7 4 INSTALL w i1 369.69 12.$00 @ — I — — — _ Z �P ❑ 130 LF 3 "0 PVC SDR 21, CLASS 200 _ S.T.E.P. MAIN w w w w W W 11Y 1 00 -- s — 14�- I w w w w w w STA 20 +00, 6' LT �J co 1 SDI___ 6 '\ CONNECT TO EXISTING 2 "0 STEP MAIN INSTALL ++ 7 / 1 -2 "X3" REDUCER Z EX 2" GATE VALVE TO REMAIN W �D - -- — - - -- - - - -- - - - - -- - - - - - -� 'z ❑6 INSTALL I I aw T _— -� _ — _ — c S.T.E.P. MAIN PVC SDR 21, CLASS 200 4 �— 10' UTILI ESMT TYP _ _ n 7 STA 14 +01.21, 6' LT '-7 INSTALL p o ; I ( I �I \ ❑ 1 -END OF LINE CLEANOUT PER DETAIL SHEET 12 1 -2" GATE VALVE Z I I I I I I I I I f WATER NOTES: 3 1 5 �' 8 9 10 I 11 I IL1 L O FT WATERMAIN HAS 7BEEN INSTALLED FOR THE I I I I I I I I I I I I I I l CULLEN ROAD PLAT, CONNECT TO EXISTING 1 I REMOVE EXISTING EX 2° BLOWOFF ASSEMBLY I n 1 ... ... ... INSTALL H ; STA: ^zt +35.23 AIR AND VACCUM RELEASE VALVE PER (PRAIRIE WINO ST DETAIL SHT 11 J M . IF WATERMAIN ASSEMBLY PER SHEET 11 C R f I 350 - �� ROAD A'_ 350 2" INSTALL A EET PROPOSED. -GRADE g .. .60- MIN IIOVE CTYp). ... �:: VERTICAL DATUM INSTALL u N - 42" MIN: COVER (TYR) .. .. -1 i i -- _. NGVD29 ��A� O 77 LF 8 °0 PVC C900 CL150 WATERMAIN I 5 5 I - 5 - - - - - - 3 2 EXlST1NG % BASM OF WA V m STA 21 +19.57, 5.29' RT 1 i I 345 - : 4 : _ ... .. GRADE --_✓ WASHINGTON COORDINATE SYSTEM O INSTALL 3 345 - - _ NAD83 91, SOUTH ZONE BASED ON GPS 1 -8° TEE (FLxFLxFI) RTK TIES T0: 3 -8° GATE VALVE (FLxMJ) N 1- THRUST BLOCK 340 4 .: .. .. :: :. .. 1340 THURSTON COUNTY CONTROL POINTS: 3 2 253 N 597,545.98, E 1,113,138.22 INSTALL 359 N 603,437.62, E 1,106,790.26 O 120 LF 8 "0 PVC C900 CL150 WATERMAIN 20 010 21 00 22+00 836 N 596,849.56, E 1,110,464.08 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION SCALE IN FEET 841 N 592,654.49, E 1,113,005.47 CONNECT TO EXISTING 8'0 WATERMAIN AND PROTECTION OF ALL EXISTING UTILITIES. PRAIRIE WIND ST O REMOVE EXISTING BLOWOFF THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO �� DISTANCES ARE GRID US SURVEY FEET 5 STA 10 +00 CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT HORIZONTAL SCALE: 1 " =20 FEET 0 20 40 COMBINED FACTOR 0.99992 INSTALL ROAD 'A'= 1 -800- 424 -5555 VERTICAL SCALE: 1" =5.00 FEET O 389 LF 8 "0 PVC C900 CL150 WATERMAIN STA 27 +25.23 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 6 PRAIRIE WIND ST THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING STA 14 +06, 6' RT ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. O INSTALL 7 1 -2" BLOW OFF ASSEMBLY ......... ...... _..... _... .. ..... ... ... .... PER DETAIL SHEET 11 :: ... £XISTIN6 .. _ .. _ _ _ STA 10 +91.55, 23' LT — - — — -so Atc�o 43" (rw COVER {TVP> '.' ' 345 O INSTALL 345 — SHEET HYDRANT ASEMBLY PER DETAIL GRA _ _ _ STA 13 +15.95, 23' LT 3 iN FIRELHYDRANT ASEMBLY PER DETAIL _. .. \ .. :: .. .. .. - .. SHEET 11 340 ... ...... PROPOSED 3 ` GRADE ' LT INSTALL 1 1/2" IRRIGATION SERVICE, METER AND 335 .:: .. - SEE DETAILS 0 AND LS 2. 335 DOUBLE CHECK VALVE. 6° MIN ND C (SON - - - TYPICAL AT ALL - - - ST RUCTION .. STORM- CROSSINGS :: - .. - - :: - - - FEET ... 330 �- zT AD 5A 330 . .. ... ......... io ........ I ... o FEE A R R DATE: HORIZONTAL SC VERTICAL SCALE- - T development Review Engineer yl k< // /c l 6 325 APPROVAL r i� / 325 EXPIRES: — 2 1 0 12 00 13 00 14 00 JOB NUMBER DATE REVISIONS CONTRACT NO. DESIGNED BY: B. JOHNSON 06/07 NO. DATE CO 4SG. SKILLINGS HOFFMAIMI ROAD 'A' &PRAIRIE WIND ST 06519 —A ENTERED BY: M. WARE 06/07 1 9/2007 REVISED PER CITY COMMENTS �C WATER &SEWER CHECKED : COLT 2 1/2008 REVISED PER CITY COMMENTS 11 -09 -07 NO�LY PROJ. ENGR.R.: R. CONNOLLY 06/07 3 8/2011 REVISED PER CITY COMMENTS ti � SHEET Plotted By. Jason Bruhn, DT on 8/1/11 11:44 A11 5016 Lacey Boulevard SE, Lacey, Washington 98503 PLAT PLAN AND PROFILE 1 (360) 491 -3399 (800) 454 -7545 Fax (360) 491 -3857 YELM WA SHEETS G: t 2006 D6519 –A Hoffman Plat CAD Dro* CONSTRUCTION 9 WATER AND SEWER Pdd'.d Jason 8/1111 10:28 AM ins BY: -------------- GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) 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 (WSDOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS, 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. S. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN E10STING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. S. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED "POWER". TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAM(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE RENEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE - REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MANS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL 13E LOCATED ON GARAGE WALL OR REMOTE POST. 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' SNATCH CONTROLLING POWER TO THE PUMP CONTROL PANEL. SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 3OMM 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, EXFILTRATON TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21, ALL LUMBER (PLYWOOD. ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. 18" MIN. SANITARY SEWER PIPE WATER AND SEWER CROSSING DETAIL DATE I REVISIONS REVISED PER CITY COMMENTS NDILM BW Miry Wn an 3/14/OB R03 AM " ETAL SEBIVIICIIES INIM DETALS 7 -2 AM 7 -25 ON 94EET 12. RAL NOTES (WATER MAIN INSTALLATION 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REWIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO AHY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUC71ON MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. rl�^. Lr14: 1�IJL `E3.9:Q1iLIX�i1:1�TY.:4S•P., w- aio:wq raE? 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 RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)8. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CUSS 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 k 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 MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. SEE DETAIL 6 -7 SHEET 24. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE 'WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR HIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REWIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SMALL 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 1WTH AN EMBOSSED "W 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -600- 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 "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 OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST" PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY 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. APPROVED FOR CONSTRUCTION B awa £J �-- DATE: 4 -7 -00 bpment Engineer APPROVAL EXPIRES: 4- %'rq ` 3COMMOLLY SKILLINCS 5018 Lacey BotAevard BE, Laosy, Waa Nnaft 98503 (380) 491 -3399 (800) 454 -7545 Fax(360)4913867 HOFFMAN PLAT WATER SEWER SERVICE CONNECTION SCHEDULE* LOT # STATION 20+10 OFFSET DESCRIPTION 21' LT DOUBLE SERVICE WATER METER 1 20' LT SINGLE SERVICE CONNECTION 2 10 +48 20 +87.50 21' LT SINGLE SERVICE CONNECTION 3 8,9 21 +06 21• LT SINGLE SERVICE CONNECTION 4 DOUBLE SERVICE WATER METER 21 +78.50 22.5' LT SINGLE SERVICE CONNECTION 5 25' LT 10 +83 22.5' RT SINGLE SERVICE CONNECTION 6 10 +99 22.5' RT SINGLE SERVICE CONNECTION 7, 8 11 +93 22,5' RT DOUBLE SERVICE CONNECTION 9, 10 12 +97 22,5' RT DOUBLE SERVICE CONNECTION 11, 12 13 +88 22.5' RT DOUBLE SERVICE CONNECTION 11,14 14 +10 4' LT DOUBLE SERVICE CONNECTION 13 +99 44' LT SINGLE SERVICE CONNECTION " ETAL SEBIVIICIIES INIM DETALS 7 -2 AM 7 -25 ON 94EET 12. RAL NOTES (WATER MAIN INSTALLATION 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REWIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO AHY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUC71ON MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. rl�^. Lr14: 1�IJL `E3.9:Q1iLIX�i1:1�TY.:4S•P., w- aio:wq raE? 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 RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)8. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1.(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CUSS 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 k 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 MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. SEE DETAIL 6 -7 SHEET 24. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE 'WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR HIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REWIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SMALL 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 1WTH AN EMBOSSED "W 1/4 INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1 -600- 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 "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 OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST" PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY 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. APPROVED FOR CONSTRUCTION B awa £J �-- DATE: 4 -7 -00 bpment Engineer APPROVAL EXPIRES: 4- %'rq ` 3COMMOLLY SKILLINCS 5018 Lacey BotAevard BE, Laosy, Waa Nnaft 98503 (380) 491 -3399 (800) 454 -7545 Fax(360)4913867 HOFFMAN PLAT WATER METER SERVICE CONNECTION SCHEDULE* LOT # STATION OFFSET DESCRIPTION 1.2 20+48 21' LT DOUBLE SERVICE WATER METER 3,4 21 +52 22' LT DOUBLE SERVICE WATER METER 5 10 +48 22.5' RT SINGLE SERVICE WATER METER 6.7 11 +41 22.5' RT DOUBLE SERVICE WATER METER 8,9 12 +45 1 22.5' RT DOUBLE SERVICE WATER METER 10,11 13 +49 22.5' RT DOUBLE SERVICE WATER METER 12,13 114 +01 13• RT DOUBLE SERVICE WATER METER 14,15 14 +10 25' LT DOUBLE SERVICE WATER METER IRRIGATION 10 +55 23' LT IRRIGATION METER •BESTAIJ. SERVICES PER DETALS 6 -1 AND 6 -2 ON SHEET 11. `_ PLASTIC r OR CONCRETE Box ©I �j9 (5) (5) f8� � i4 ✓ // 1 i YIN. W�l FAR I GRAVEL USE MATERIAL LIST: 12" THICK 1. SERVICE UNE 2. SO' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S•H•S. APPROVED) 7. REUEF VALVE B. TESTS COCKS S. DRAIN TO DAYUG141 I O.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY ELU5H LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPC AND FITTINGS - C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER NTINWATION. D. 00 HO' INSTALL IN AREA SUBJECT TO FLDGRNG. WA 'LAN rA PROFILE TO BUILDING OR IRRIGATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER ARRIONECL. DWG NC 6 -17 W1616c WORKS f}wE n•tr KR I 40 I W WATER AND SEWER NOTES AND DETAILS - 1 06519 -A 10 DP 14 3ERVN:C SADDLE Y ROK LL 3 ROCKWELL S75 3 1' A I' FORD PACK JOINT OR GRIP I / CORPORATION STOP 1' POLY[TNYLENE UK r -- SALL VALVE (CU" SIM WITH PACK 401N 1 1 2x SLOPE TO m 4 CURB ° s a a v v AROUND THE PIPE (SCE GENERAL NOTES M0. 7) -- 1' s t' FORD PACK JOINT 4--FCo"w STOP TYPE rR I i• PLASTIC LINE (USE 200 22Yz• PSI PMLLIPS DWSCO PIPE 5100 POLYETHYLENE PIPE) FORD 861 -444 BALL VALVE WITH PACK JOINT t FEMALE I.P. THREADS SERVICE SADDLE NOTES 1, STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND GOV. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER OMIT AND I.P. THREADS. W - •MRJ6TATE5 BCr -1416 BOX- 4MIDSTATES BCF -141" -OR PRE APPROVED EOIIAL CHECK VALVE METEK 2" 12" /FORD VON 72 -15W 5/ 'COPPER METER SETTER CHECK VALVE, UNNNI 1 AND SWIVEL FOR COIN V IRON FIRE 18-45 BRANCH PIECE. DR E( 5/8" DUAL METER SERVICE ROI DWG. NO. SW ILIC WORMS DIREC -Dr DATE 6 -2 OWN. CIO. DATE ES AG TP 4/2007 I a:i�Gi.�'LCylA�C4PN. • .vYNr�IL"1- D �7 TOP IjVIEW � TOP VIEW TOP VIEW WYE I 1 ( Ave ; SIDE VIEW I •' 1 I••• SIDE VIEW SIDE VIEW TEE ` ROSS GATE VALVE I HORIZ;BEND. B% � �•K ct, " TEE WITH I CROSS WITH I CROSS WITH PLUG OR CAP PLUG PLUG ;_ PLUGS _ AS• - on' 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. "- o ND. 3. ANCHOR BEHAR SHALL BE S/B" MINIMUM k - 5 -)3 DIAMETER. PUBLIC WORKS DIRECTOR DTI RS ovw - CIO. DAM ES I JIG I a 1 4/2007 DATE BY: Mae on 3/14/08 &G3 AM ,05519 -A 110 w Plat'GY Aam AIE rER RDY RC X- - •NYOSTATES BCF -1416 BO 11 ME APs Kr-14106 D EQUAL •1)q PRE aPPRpxe ED/Al SERVICE ROMAC 2025 OR ROCKWELL 313 1' FORD G METER BOX c 1'N RIP JDWT �CORPDlAIHIN S F TOP TYPE I FIT 14 GAUGE INSULATED COPPER TONING OW WRAPPED ARWND THE PPE ;SEL GENERAL NOTES Na 7) FORD 861 -NA -O CRWIfLG- ICRIP�' zi1/2 JOINT By 1.P THREADS + / BRASS BUSHING 17Ii"- % "x12" BRASS NIPPfF - 1'i 1' FORD GRP JO Mr cDRPOaanOH STOP TYPE F6 1101 SERVICE SADDLE NOTES: 1. STAINLESS STEEL INSERTS PFDJIPEO FOR ALL PACK JOINTS AND GRIP. Z. ALL SERVICE SADDLES WALL AND FITTINGS SHALL HAW LP. THREADS DES. I 14• 12" 12'. FORD VON 72-15W 5/81 314• GDPPER METER SETTER WITH CHEM VALVE AND UNION NUT AND SNIVEL FOR ONNECDNC 1' WON PIPF OR MI. 5/8" SINGLE METER SERVICE IID DOG. NO. WORKS DIRECTOR DATE 6 -1 iT AT FITTINGS PIPE IN POUNDS THRUST AT 200 POUNDS LOADS PER SQUARE INCH OF WATER PRESSURE 90• BEND 45' BEND 2 -1/2' BEND 11 -1/4' SEND DEAD END 1IOi 14 GAUGE INSULATED COPPER TONING OW WRAPPED ARWND THE PPE ;SEL GENERAL NOTES Na 7) FORD 861 -NA -O CRWIfLG- ICRIP�' zi1/2 JOINT By 1.P THREADS + / BRASS BUSHING 17Ii"- % "x12" BRASS NIPPfF - 1'i 1' FORD GRP JO Mr cDRPOaanOH STOP TYPE F6 1101 SERVICE SADDLE NOTES: 1. STAINLESS STEEL INSERTS PFDJIPEO FOR ALL PACK JOINTS AND GRIP. Z. ALL SERVICE SADDLES WALL AND FITTINGS SHALL HAW LP. THREADS DES. I 14• 12" 12'. FORD VON 72-15W 5/81 314• GDPPER METER SETTER WITH CHEM VALVE AND UNION NUT AND SNIVEL FOR ONNECDNC 1' WON PIPF OR MI. 5/8" SINGLE METER SERVICE IID DOG. NO. WORKS DIRECTOR DATE 6 -1 iT AT FITTINGS PIPE IN POUNDS THRUST AT 200 POUNDS LOADS PER SQUARE INCH OF WATER PRESSURE 90• BEND 45' BEND 2 -1/2' BEND 11 -1/4' SEND DEAD END METER 90• �- STREET 2,000 SAND R GRAVEL OR TEE A" 3,600 21000 11000 500 2,600 6" 8,000 4,400 2,300 1,200 51700 8" 14,300 7,700 4,000 2,000 10,100 lo" 22.300 12,100 6,200 3,100 15,800 12" 32.000 17,400 8,900 4,500 22,700 14" 43,500 23,600 12,100 61100 30,800 16" 57,000 30.500 15,700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CUSS 3000 POURED IN PUCE AGAINST UNDISTURBED EARTH. FITTING SMALL 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 $AND AND GRAVEL 32.001) LBS : 3000 LB/S.F. = 10.7 S,F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORaDITAI THRUSTS WHEN THE DEPTH OF COVER OVER NNE PIPE EXCEEDS 2 FEET SOIL view operating nut POUNDS PER SO_UARE FOOT MUCK, PEAT 0 SOFT CLAY 11000 SAND 90• �- STREET 2,000 SAND R GRAVEL 5.000 SAND & GRAVEL 4,000 CEMENTED WITH with threads CLAY Varies A/2 "Sleomer connection HARD SHALE 10,000 REVISIONS THRUST LOADS L�_ I DWO. M. Plash wrI n arrrne r, AU. DIWL cx0. ES LEG N Top view operating nut 6" Class 51 ductile Iron e of payment vjI Paint HydeotMr ehidd HydrIs Loco MIN. NO.J11 TYPE Sun Yellotl 90• �- STREET 6" pate valve, FL Grade En Bonnet r 90• _2" C86 -77 MIPXPJ ADPTR 0 13312 2 %'HOSe connection ELBOW 2" 401"" with threads HYDRANT OFFSET Varies A/2 "Sleomer connection 60 FY= 6000PSI with MST threads See Valve box antl I 4 "xB "x16" concrete block `Hydrant A 5' Starz adapter %valve slam detoil- shoe 37 Style 5 -37 w /SC cop 6 -I1 A° 24" EQUAL bolts with 2" washed rock as shown Plastic barrier between � Ground Slandpipe u :- M- -Y- ° II Ilv�i� li _ Ili r MErza sox tt" SINGLE METER BOX PLACEMENT 12" MAX. T zI sLDPE Tb 1N I 12* 16' METER BOX DUAL METER c - BOX PLACEMENT SK SLOPE TO OOX 24' TO EDGE OF BOX 1z^ 1 TYPICAL METER PLACEMENT W /SIDEWALK "MOVED DWG xo. \w WBUC WORKS DMECTdt GATE 6 -6 DES. JOW I CKD. ES I JEC I TP C SKILLIi'IGS COMMOLLY 5016 Levey Boulevard SE, Lacey, Washington 98503 (380) 491 -3399 (800) 454 -7545 Fax (380) 491 -3857 90• SOLID CAST IRON COVER 6" Class 51 ductile Iron T pipe cut }o length MIN. NO.J11 TYPE 2 WITH 12" BASE OR EQUAL 90• �- STREET 6" pate valve, FL X MJ VALVE B11 -777 r 90• _2" C86 -77 MIPXPJ ADPTR i See note below ELBOW 2" DRISCOPIPE 5100 ULTRA -LINE PIPE OR APPROVED EQUAL (200 PSI MIN). Varies 60 FY= 6000PSI '. I I 4 "xB "x16" concrete block `Hydrant 1 #15408 OR APPROVED EQUAL shoe CORPORATION STOP VALVE 2" OR 2 -90' BRASS 2" GALVANIZED Backfill to top of drain ring housing EQUAL ELBOWS STEEL PIPE TO EQUAL bolts with 2" washed rock as shown Plastic barrier between 2" -90' ELBOW WASHED GRAVEL PASSING SERVICE SADDLE 2" d ten thrust black and fee ASSEMBLY - SINGLE STRAP. 6' x 6' :hest of 11 mil, gnostic or con - ROMAC 202 S OR EQUAL 2 - 2 "0 GLAV. PIPES BURIED 3' struction fabric, covering 2" washed rock STAINLESS STEEL PIPE CLAMP Netee NOTES 1. AIR t VACUUM VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT OF LINE. Concrete thrust block 1. Hydrants shall be located In cost -in -place, against DEPT. OF PUBLIC WORKS accordance with Section 6.060. fifNng only 4. WHERE MR RELEASE VALVE FALLS OU73IDE Or PLANED IMPROVEMENTS. REPAIR In addition, a minimum three foot SIDEWALK TO MATCH EXISTING. RELEASE VALVE radius unobstructed working area shall be provided around all hydrants. B. METALLIC (DETECTABLE MARKING) TAPE SHALL BC COLOR CODE BLUE AND SHALL BE CITY OF YELM, WASHINGTON 2. Hydrants shall be Dresser M AT H THE MESSAGE "WATER LINE BURIED BELOW" AND THE WORD "CAUTION' PROMINENTLY DEPT. OF PUBLIC WORKS SHOWN. TAPE SMALL BE A 2" MIN WIDTH AND WILL HAVE LOCATE WIRE. Reliant style, 629, Clow Medallion or FOR i BASE OF HYDRANT American AVK Serbs 2780 Or Mueller DRAINAGE Centurion � FIRE HYDRANT S. Cab valves shall wedge HIS with O -ring seals. Volvo Ode shall a s. Volvo be M"honiwl joint by ANSI No 8. Valv shall conform to AWWA 509-81). es DLC. NO Valves shall be Mueller MAH, Kennedy, 6 -7 Clow R/W ar Watorous Series 500. PUBLIC WORKS DIRECTOR DATE 4. Fin Hydrant lock payment is required DES. OWN. CKD. DALE pity will order and install. LS JEC TP 4 7r) MErza sox tt" SINGLE METER BOX PLACEMENT 12" MAX. T zI sLDPE Tb 1N I 12* 16' METER BOX DUAL METER c - BOX PLACEMENT SK SLOPE TO OOX 24' TO EDGE OF BOX 1z^ 1 TYPICAL METER PLACEMENT W /SIDEWALK "MOVED DWG xo. \w WBUC WORKS DMECTdt GATE 6 -6 DES. JOW I CKD. ES I JEC I TP C SKILLIi'IGS COMMOLLY 5016 Levey Boulevard SE, Lacey, Washington 98503 (380) 491 -3399 (800) 454 -7545 Fax (380) 491 -3857 90• SOLID CAST IRON COVER STREET MARKED "WATER" ELL T iv T 6" CONCRETE METER BOX FOG -TITE METER SEAL CO. MIN. NO.J11 TYPE 2 WITH 12" BASE OR EQUAL 90• �- STREET WATER CONNECTION HYDRANT OR ELL _2" BALL VALVE B11 -777 r 90• _2" C86 -77 MIPXPJ ADPTR /_ APPROVED EQUAL ELBOW 2" DRISCOPIPE 5100 ULTRA -LINE PIPE OR APPROVED EQUAL (200 PSI MIN). 910 VB 60 FY= 6000PSI '. I MUELLER INSTA -TITE COUPLING #15408 OR APPROVED EQUAL AIR AND VACUUM CORPORATION STOP VALVE 2" OR 2 -90' BRASS 2" GALVANIZED FORD F500 OR EQUAL ELBOWS STEEL PIPE TO EQUAL FIT 2" DIA. BRASS 5' -0" 2" -90' ELBOW WASHED GRAVEL PASSING SERVICE SADDLE 2" (TYP) 1/2" AND RETAINED ON ASSEMBLY - SINGLE STRAP. 1/4" MESH ROMAC 202 S OR EQUAL 2 - 2 "0 GLAV. PIPES BURIED 3' W/ 1/2" WIDE SERVICE SADDLE 2" STAINLESS STEEL PIPE CLAMP ASSEMBLY DOUBLE NOTES 1. AIR t VACUUM VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT OF LINE. STRAP CITY OF YELM 2. REMOVE ALL FOR KNOCKOUTS TO ALLOW FOR DRAINAGE. DEPT. OF PUBLIC WORKS 3. FACE OF METER BOX TO BE LOCATED 1' IN BACK OF CURB. 'j L 11 AIR AND VACUUM 4. WHERE MR RELEASE VALVE FALLS OU73IDE Or PLANED IMPROVEMENTS. REPAIR COMMERCIAL CONCRETE SIDEWALK TO MATCH EXISTING. RELEASE VALVE S. THE WATER SERVICE LINE SHALL HAVE 36" OF COVER BELOW FINISH GRADE, APPROVED DWG. N0. B. METALLIC (DETECTABLE MARKING) TAPE SHALL BC COLOR CODE BLUE AND SHALL BE \ l � C O 6 IMPRINTED CONTINUOUSLY OVER ITS ENTIRE LENOW IN PERMANENT BLACK INK, WITH PUBLIC WORKS DIRECTOR DATE -8 THE MESSAGE "WATER LINE BURIED BELOW" AND THE WORD "CAUTION' PROMINENTLY UL4. yyN, CKD. A SHOWN. TAPE SMALL BE A 2" MIN WIDTH AND WILL HAVE LOCATE WIRE. JEG TP 4/2007 1 1 BROOK SERIES 36 CONCRETE T .! WATER CONNECTION HYDRANT OR ASTM A6R57 GRADE APPROVED EQUAL 1 910 VB 60 FY= 6000PSI '. VALVE BOX LOCATE WITH COVER 42" N. COVER WIRE SEE NOTE 1. f 2" DIA. BRASS 5' -0" DUCTILE 36' MIN. COMMERCIAL CONCRETE IRON PIPE THRUST BLOCK 2' THREADED COMMERCIAL CONCRETE Cc) THREADED TAP GRAIN ROCK " N i. FOR i BASE OF HYDRANT DRAINAGE (IFOOUTSIDE AVED � I 1 2" GATE VALVE SHALL BE EQUAL PIPE BEDDING 70 WITH 2" SQUARE M & H STYLE 2" ABOVE PIPE THRUST 4067 OR OPERATING NUT UNDISTURBED BLOCK (COUNTER CLOCKWISE OPENING) EARTH SEE NOTE 2. CITY OF YELM, WASHINGTON I . VALVE BOX AND COVER SHALL BE PER DEPT. OF PUB IC WORKS YELM VALVE BOX DETAIL 6 -11, 2. WATERMAINS WHICH WILL BE EXTENDED 211 QLOWOFF ASSEMBLY IN THE FUTURE, THE VALVE WHICH '`� OPERATES THE BLOWOFF ASSEMBLY SHALL \ Yv... BE THE SAME SIZE AND INSTALLED ON A DWG. N0. THE MAINLINE AND PROVIDED WITH A CONCRETE THRUST BLOCK. KS DIRECTOR DATE 6 -9 DATETP 4/2007 HOFFMAN PLAT OF YELM o co 0 'ps Q WC \ I DID JOB WAIBFJE WATER AND SEWER 06519 -A NOTES AND DETAILS - 2 15 TONIC FLOW 250 UPFERLE /77 WATER CONNECTION HYDRANT OR APPROVED EQUAL 910 VB VALVE BOX LOCATE WITH COVER 42" N. COVER WIRE SEE NOTE 1. 2" DIA. BRASS 5' -0" DUCTILE 36' MIN. COMMERCIAL CONCRETE IRON PIPE THRUST BLOCK 2' THREADED CAP WITH 2 I.P. FLANGE (YYP) THREADED TAP GRAIN ROCK SWING JOINT AT FOR i BASE OF HYDRANT DRAINAGE 1 6. r2" DIA, BRA55 I 2" GATE VALVE SHALL BE EQUAL PIPE BEDDING 70 WITH 2" SQUARE M & H STYLE 2" ABOVE PIPE THRUST 4067 OR OPERATING NUT UNDISTURBED BLOCK (COUNTER CLOCKWISE OPENING) EARTH SEE NOTE 2. CITY OF YELM, WASHINGTON I . VALVE BOX AND COVER SHALL BE PER DEPT. OF PUB IC WORKS YELM VALVE BOX DETAIL 6 -11, 2. WATERMAINS WHICH WILL BE EXTENDED 211 QLOWOFF ASSEMBLY IN THE FUTURE, THE VALVE WHICH '`� OPERATES THE BLOWOFF ASSEMBLY SHALL \ Yv... BE THE SAME SIZE AND INSTALLED ON A DWG. N0. THE MAINLINE AND PROVIDED WITH A CONCRETE THRUST BLOCK. KS DIRECTOR DATE 6 -9 DATETP 4/2007 HOFFMAN PLAT OF YELM o co 0 'ps Q WC \ I DID JOB WAIBFJE WATER AND SEWER 06519 -A NOTES AND DETAILS - 2 15 RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE 7 VARIES RESTORATION DEPTH 8 FlNSH GRADE ; ^ TRACE TAPE i0 18" UNDER Tom- / THE FINAL GRADE E RESTORATION TABLE MANTAN SIDE SLOPE AS STEEP AS POSSIBLE SEWER LINE "PIPE BEDDING, FOR FLEXIBLE PIPE - PIPE 00 RESTORATION TABLE 1 SURFACE T1➢C THICKNESS BACKrI COMMENTS/ EXTENDED OUTSIDE PVC RISER PIPE THEN _ COMPACTION REDIWTS. OTHER REQUIREMENTS VALVE STEM EXTENSION LEGEND LOCATED 4 FiIOM EDGE OF CURB TO CENTER OF CARSON BON IN (D VALVE OPERATING NUT OR 1 7 /a" CRUSIED a CRUSHED SURFACE: SELECT SACKFUL FRYIR4 MIKI 9w RE SURFACE TOP COURSE COUPAGT 70 ox !100TH A CONSISTJNB SHAFT. APART TO CENTER OF BOXES 1 WITH 09670 C AC PAWNENT GRAEB m. p VINO OVER 4' GtUSNEO SELECT BAMM I CONFOD/ 1p ALL EX4rxM OVER GRAVEL BASE SURFACE TOP COI.RSE COPACT TO 93R GRILSE AIO CUIIBS 10" DES 6 3 d VALVE BOX WITH SLOPES FULL Wlryl CONCRETE SURFACE MATCH ENSUING SELECT BAODLL MA ON MEMO FINISH (DMVEM'AY/SIDEWALN) CONCRETE THICKNESS C01pACT 10 PSR YEXTUIE, AND MADE. IABN/LANDELAPC HYDNOSLEO/ PLANINGS OME 4" MEN TYPE A NATIVE BACkFAI FWyM MADE 9NLL E TOP SOR COMPACT TO SEAR SMppB1 a CWSUSTANr RUIN F1051111G GRADE UNIMPROVED SUFACE N/A NAIVE SACKFLL MOUND BACRFLL FINISHED GRADE COMPACT TO Box 2'w W51R4G 6" !RAGE a sMaoTH CSRI . CRUSHED SURFACE III COURSE CSTC - CRUSHED SURFACE TOP COURSE TYPICAL PIPE TRENCH ACT 1� DIN,. N0. PUBLIC MORALS DIRECTOR DATE 7 -3 1 YELM, WASHINGTON ALL VALVES S V A i JY LEG I TP EXTENDED OUTSIDE PVC RISER PIPE THEN _ EXTENDED ONE FOOT TOP OF VALVE BOX. TYPICAL VALVE STEM EXTENSION LEGEND LOCATED 4 FiIOM EDGE OF CURB TO CENTER OF CARSON BON IN (D VALVE OPERATING NUT OR 1 7 /a" X 1 7/8- X 2" HIGH GRADE STEEL ELI WELDED TO RISER SHAFT. FIDES OF ROADWAY. O 3/16" Thk X 5 7/5" DIA STEEL I RECESSED HANDLE TYPE �� gppROVnLt --;C SHAFT. APART TO CENTER OF BOXES 1 I COVER STEEL TUBING TO FIT OPERATING } NUT. LENGTH AS REQUIRED. 3' x 3' x 4" NOTEr APPROVE T',t INLAND FOUNDRY /248 CLASS 3000 10" DES 6 3 d VALVE BOX WITH CONCRETE PAD 8 3/4" WATER" CAST IN LID OR DFOD 910 SECTION FINISHED GRADE OUTSIDE PAVED AREA 6" TRACER WIRE — C ax� x--10" OR 18" SEAL WITH AR4000W z .N _6" SOR 21 PVC PIPE �I w j W`1 n CONFORMING TO ASTM 1 0' ACP'} CSTC z 0 li 3034. RISER PIPE TO BE I PLUMB AND CENTERED II OVER VALVE STEM. i �I ^1 4. - O 3 I BALLAST u' "' VALVE STEM RISER 0.5' CONCRETE CL 3000 ^ I REQUIRED WHEN MAX. INSIDE PAVED ROADWAY 36" IS EXCEEDED (LENGTH VANES) L NOTE: YELM, WASHINGTON ALL VALVES S V A COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN _ EXTENDED ONE FOOT TOP OF VALVE BOX. TYPICAL VALVE STEM EXTENSION LEGEND LOCATED 4 FiIOM EDGE OF CURB TO CENTER OF CARSON BON IN (D VALVE OPERATING NUT OR 1 7 /a" X 1 7/8- X 2" HIGH GRADE STEEL TRENCH WELDED TO RISER SHAFT. FIDES OF ROADWAY. O 3/16" Thk X 5 7/5" DIA STEEL CITY DEF GUIDE PLATE WELDED TO RISER gppROVnLt --;C SHAFT. APART TO CENTER OF BOXES OO 2 "X2'X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING PUBIC WORKS DIRECTOR DATE 6-15 NUT. LENGTH AS REQUIRED. TES. DIN. NOTEr APPROVE T',t ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC W FILLET WELD ALL AROUND. DES ES DATE Plotted By. Josm Bruhn, DT on a/1/11 10.41 AM VALVE SHOWN- SIMILAR .LATION REQUIRED FOR STANDARD VALVE BOX > LAG. No 'KS -DRECTMIJ 6 — TP TRENCH BACKFILL _ -- TRADER WIRE (SEE GENFNAL SEE �� I' �' 3 INAIER NOTES N0. ]) BEDDING MATERIAL SF£ NOTE 4 UNDISTURBED SOIL NOTES: I. A MNIMUM COVER OF 3.5' SHALL BE MAINTAINED EXCEPT AS REQUIRED AI CONNECTION POINTS, 2 NATIVE BACKFILL SHALL CQNSIST OF CRUSHED. PROCESSED. OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE FSSEN'RALLY FREE FROM VARIOUS TYPES OF NOW WASTE Cft OCHER EXTRANEOUS DR OB,.ECnONABL4 MATERIALS. IT SHALL HAVF SUCH CH 000 WAS E O OF HER AND SHAPE THAT IT ME COMPACT FiEADRy COMPACT. J. NATIVE TRENCH BACKFILL ARATETITAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4, PIPE BEDDING MATERIAL SHALL yx. SAND ON OTHER CITY APPROVED EQUAL, NO 41SSMIOVS MILE BE ALLOWED BMOUE HRPT)EN AUTHOERI2A TTIWV FROM THE CITY OF VELM. 5. WHERE NATIVE MATERIALS HAVE BEEN SHALL MEET THE WSDOT STANp,11pD SPECDEEMED IFlCAnOUNNS FOR ACCEPTABLE BY THE Dry, TRENCH SACKFRL IHE PIPE IYPE BEING SPECIFIED. LIVE TAP CONIC NR OCK / 2' TYP. M F= W TAPPING VALVE FL x NU STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKPXLEO AS SHOWN BELOW -BIOM. 1/3 CONTROLLED DENSITY BACKRLL/4__ PO 2. URED WIDTH OF TRENCH SOLID BRICK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL RE 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 INSTALIATION. REVISIONS T0. DATE 1 1 9/2007 1 REVISED PER CITY COMMENTS 2 1 8/2011 1 REVISED PER CITY COMMENTS SPLICE TO EXISTING 14 GAUGE TONING WIRE TO STEP TANK 60NNECT TO ENSING PVC SERVICE t.INE J 1" KBI BALL VALVE, SL x 1" CHECK CITY OF YELM, WASHINGTON _. DEPT. OF PUBLIC WORKS NST Anaw uDTFC. _ ALL SERMGE LINE CARSON BOXES SHALL BE TYPICAL WATER MAIN LOCATED 4 FiIOM EDGE OF CURB TO CENTER OF CARSON BON IN T PLANTER STRIP ON BOTH TRENCH & BEDDING FIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' gppROVnLt --;C -- - D APART TO CENTER OF BOXES \..^ 2' BALL AND CHECK VALVES TO BE INSTALLED PUBIC WORKS DIRECTOR DATE 6-15 IN CARSON BOXES ACCORDING TO DRAWING. TES. DIN. CKD. DATE 3. ES PEG TP d /2nn7 GROUND RTE VALVE x MJ TEE CONCRVE THRUST CONNECTION TO _ EXISTING MAIN APPRO %IBUC'. WORK$ DUFCTOR DAZE LI —� O D €� CNN, ONO. DATE ES JEG iP 4 /ZOOM CONTRACT N0. 1" KBI SWNIG- CHECK VALVE 1' KB I DALL VALVE YP +'x 1" TEE TEE BUSHINGS 2' KB CHECK BAu SIDEWALK ;EX SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419B WITH BOLTED HINGED COVER OR EQUAL `OUR t 4 pglr_A VF w .i • >,, COVER MARKING TO READ *SEWER' (USE IN NON - TRAFFIC AREAS) 14 GA OF HEAVY INSULATED PVC PIPE WITH COPPER TONING WIRE THREADED PLUG 6" PVC PIPE ASTM 0 — ALL TONING WIRE SPUCES SHALL 3034 (WHITE)D BE CONNECTED BY USING D.R.Y. KITS MANUFACTURED BY 3W T 2`M -90' BEND CONCRETE 1 Y N 4 SCHEDULE 40 PVC SOUP - PVC SWING CHECK •. e' i - SON 40 PVC PIPE FROM. VALVE SL . SL VALVE W/SOLVENT WELD t' KBI BALL VALVE. SL x sl JOINTS. PIPE TO BE SAME SIZE SEWER MAIN 1' PVC NIPPLE, SL x A 1" . MAIN OIA PVC REDUCING TEE SL It SL x TH OR PPE SADDLE EXTEND SERVICE LINE 2' BEI BACK or SDEWALK TYPICAL 70NNG IME SERVICE VAVEE BOX (2) TYPICAL 1" SERVICE CONNECTION 2110 RIBBED PVC RISER W/ BOLT ON FIBERGLASS APPROVED LID BY ORENCO OR EQUA DWG. N0. CARBON FILTER PUBIC WOFIKS DIRECTOR DATE 7 -1 EXISTING GROUND DES. OWN. I . JY JEG TP 4/2007 —- NEAT FIRM NI B TT WICONNECTORS OR OBY UNDERGROUND SPLIM KITS 2" SERVICE LINE INSTALL TEE OR TAPPING SADDLE (NOMAC) OR EQUAL AE APPRbOVV4ED0 BY THE CITY OF YEEM ME TYPICAL DOUBLE SERVICE CONNECTION ,PRO ONG. NQ c t' JBUC N0RK5 DIRECTOR DATE 7 -2 JY I JEG I TP VALVE BOY, RICH NO 910 DR EQUAL W/ COVER MARKING TO READ "SEWER" CONCRETE STAB 2' Y 2'J CENTERED ON VALVE I,/ 4 - /4'S EACH WAY TOP S" PVC PIPE ASTM D-3034 (WHITE) PVC SEWER MAIN DO NOT COVER BOLTS w/ C014CRETE UNDISTURBED NOTE. 2' A 3' VALVES WY BE BELL It BELL AT THE CONTRACTORS OPTION C SKILLINGS CON NOLL r 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491 -3399 (800) 454 -7545 Fax (360) 491 -3857 CITY OF VALVE NUT EXTENTIONS REQUIRED TO BRING NUT TO WITHIN Ir of THE SURFACE. 1 1/2" MLR. iPl TYP. TONING TIRE, BNING TO SURFACE IM VALVE BOX GRILL 1/2' HOLE OR SLOT FOR WIRE -GATE VALVE, WI + MJ 2 - A4 BARS 14 GAUGE TONING WIRE RICH NO. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ 'SEWER" (TYP.) r4.7. O.C. EACH WAY TOP DRIP 1/2" HOLE OR SLOT FOR WIRE GATE VALVE SHALL BE SAME SIZE AS MAIN (MJXMJ) TONING WIRE /-- CONNECT TO MAINLINE USE EXPANSION FITTINGS AS REQUIRED VALVE NUT EXTENTIONS REQUIRED TO BRING NUT TO WITHIN 24" OF THE SURFACE OF TYPICAL END OF LINE CLEANOUT Nt;DWG. No. DATE 7 -20 CK A TP 4/2007 1/2" PVC TRUE UNION BALL VALVE 1" PVC TRUE UNION BALL VALVE I - - -- SLOPE UE 7ROWACMODEL 40 PYC SLxTH 80 PVC IPT NIPPLE PVC SADDLE L 304 OR EQUAL RE SEWER MAIN WELDED - PLACE IN A NON- TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT TIELDED, CITY 70 FIELD LOCATE MODEL D 021 COMBINATION V ADT CONCRETE SUPPORT BLACK FOR VALVES 2" AND LARGER TYPICAL SEWER MAIN LINE GATE VALVE p7 -z) (� PUBLIC WORMS ORtnmt n Tt F1YR�i(7 HOFFMAN PLAT W 2' -FINISH GRADE SHALL BE WITHIN 1"t 1/t OF TOP OF UP. I -MAX SIZED ACCORDING o THE TYPICAL SEWER AUTOMATIC MFQ RECOMMENDATION PER PIPE SIZE AIR RELEASE VALVE APPRDV �I DWG. N0. PUBLIC WORKS DIRECTOR DATE 7-12 JY JEG TP 4/2007 R D FOR CONSTRUCTION dY: DATE: level ment Review Engineer s/ APPROVAL 1 EXPIRES: y/7 I/ JOB NUMBER WATER AND SEWER 06519 -A NOTES AND DETAILS - 3 1 14 �IIJII En RACt,C 4 El 2 1 1 1 I LT 0 Ii 2 —4 CU`LENS ROAD I I S(UBD SION BARN � L l0' PLASTIC — STOP BAR (24-) II — 1 I 1 1 SECTION 20 TOWNSHIP 17N RANGE 2E W.M. — ---f11e-- — 5 I" — u 3 l •.. I I I � I I VI i �A �1 15 , i 14 i 1 5 6 7 8 9 ' 1 i T7/�' 12 13 13 i PRAIRIE WIND j 3 j SUBDIVISION 1 - ---� -- ------ --- SCALE IN FEET �® 0 20 40 80 IVN_._. _............__ ._ -- __ ___......_..... ..__ . ,...... .., .,- ,,,,,,,,,,,,,, ',m 4AGT INTO LIGHT FOR INSTALLATION VERTICAL DATUM NGVD29 OF WASHINGTON COORDINATE SYSTEM NAD83 /91, SOUTH ZONE BASED ON GPS RTK TIES T0: THURSTON COUNTY CONTROL POINTS: 253 N 597,545.98, E 1,113,138.22 359 N 603,437.62, E 1,106,790.26 836 N 596,849.56, E 1,110,464.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 DATE BY: X. O SERIES 6 LETTERS 36- °IAIRIE WIND ST "`WIND ST N` SERIES 8 LETTERS REVISIONS DATE 9/2007 IREVISED PER CITY COMMENTS 1 PWW Bx Mev Wtre an 3A410B 8:04 AM I I I M2& MHa & 24• X 24- TYPE IV SHEETING SKiLLiNCjS CONNOLLY 5016 Lacey Boulevard SE, Laosy, Washington 98503 (380) 491 -3399 (800) 454 -7545 Fax (380) 491 -857 YELM 1 6. SEL 0.125 ALUMINUM 1/2- r SIGN BLANK 1- - RD N „2• 1 /Z•R WHITE LETTERS ON GREEN BACKGROUND (NO BORDER) LETTER SERIES AS NOTED ON PLANS. SUPER ENGINEER GRADE (TYPE II) REFLECTIVE SHEETING TYPICAL STREET NAME SIGN NOT TO SCALE MANUFACTURER'S RECOMMENTDATIONS STREET LIGHT EMBEDMENT D TAIL NOT TO SCALE 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 LJNE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. HOFFMAN PLAT 1 23' LX ' I STOP 2'x2. O.D. 1 PERFORATED TUBE SIGN F CONCRETE BASF_ SIGN POST AND SIGN PA MNT SIGNS TO BE ATTACHED TO POST WTH A MIMIMUM OF TWO FASTENERS 4- CONCRETE BASE W /2.25•X 2.25- O.D.36• LONG, 12 GAUGE GALVANIZED STEEL SLEEVE 8• DIA.— /1 1 32• 1 I 1 111 I i 1 APPROVED FOR CONSTRUCTION B1C ,a DATE: 4-7-08 Int ew Engineer AP I�IIr �� 4/ EXPIRES: 4 SIGNING 06519 -A SHM PLAN AND DETAILS OF 15 alccls Street Light Schedule Luminairs No. Station Offset (ft) Type Watts Distribution Mounting Most Arm Height (ft) Length (ft) 1 21 +03 22.70 RT HPS 100.00 Type III 25.00 8.00 2 13 +10 22.5 LT HPS 100.00 Type III 25.00 8.00 IVN_._. _............__ ._ -- __ ___......_..... ..__ . ,...... .., .,- ,,,,,,,,,,,,,, ',m 4AGT INTO LIGHT FOR INSTALLATION VERTICAL DATUM NGVD29 OF WASHINGTON COORDINATE SYSTEM NAD83 /91, SOUTH ZONE BASED ON GPS RTK TIES T0: THURSTON COUNTY CONTROL POINTS: 253 N 597,545.98, E 1,113,138.22 359 N 603,437.62, E 1,106,790.26 836 N 596,849.56, E 1,110,464.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 DATE BY: X. O SERIES 6 LETTERS 36- °IAIRIE WIND ST "`WIND ST N` SERIES 8 LETTERS REVISIONS DATE 9/2007 IREVISED PER CITY COMMENTS 1 PWW Bx Mev Wtre an 3A410B 8:04 AM I I I M2& MHa & 24• X 24- TYPE IV SHEETING SKiLLiNCjS CONNOLLY 5016 Lacey Boulevard SE, Laosy, Washington 98503 (380) 491 -3399 (800) 454 -7545 Fax (380) 491 -857 YELM 1 6. SEL 0.125 ALUMINUM 1/2- r SIGN BLANK 1- - RD N „2• 1 /Z•R WHITE LETTERS ON GREEN BACKGROUND (NO BORDER) LETTER SERIES AS NOTED ON PLANS. SUPER ENGINEER GRADE (TYPE II) REFLECTIVE SHEETING TYPICAL STREET NAME SIGN NOT TO SCALE MANUFACTURER'S RECOMMENTDATIONS STREET LIGHT EMBEDMENT D TAIL NOT TO SCALE 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 LJNE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. HOFFMAN PLAT 1 23' LX ' I STOP 2'x2. O.D. 1 PERFORATED TUBE SIGN F CONCRETE BASF_ SIGN POST AND SIGN PA MNT SIGNS TO BE ATTACHED TO POST WTH A MIMIMUM OF TWO FASTENERS 4- CONCRETE BASE W /2.25•X 2.25- O.D.36• LONG, 12 GAUGE GALVANIZED STEEL SLEEVE 8• DIA.— /1 1 32• 1 I 1 111 I i 1 APPROVED FOR CONSTRUCTION B1C ,a DATE: 4-7-08 Int ew Engineer AP I�IIr �� 4/ EXPIRES: 4 SIGNING 06519 -A SHM PLAN AND DETAILS OF 15 alccls SCALE IN FEET 0 10 20 40 r A z I 5T:7.mTelI I i I i I A i i RESTORE ASPHALT PER TRENCH RESTORATION DETAIL SHEET 8 i i i EXIONG I X RAMP t W + rig EXISWRNG 10'9 WATER MAIN PRAIRIE WIND SUBDIVISION x'44 � O — CONSTRUCT \ 5' WIDE ASPHALT RAMP (12:1 M/d( I� i QEX CHANNELIZATION SHALL BE REPLACED IN KIND. SKIP STRIPING SHALL BE USED TO ENSURE THAT 11' DRIVE LANES ARE PROVIDED IN BOTH DIRECTIONS 0 VERTICAL DATUM NOW29 SAM OF memmom WASHINGTON COORDINATE SYSTEM NAD83191, SOUTH ZONE BASED ON GPS RTK TIES To: THURSTON COUNTY CONTROL POINTS: 253 N 597.545.98, E 1,113,138.22 359 N 603,437.62, E 1,106,790.26 836 N 596,849.56, E 1,110,464.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 31+00 32 +00 CULLENS ROAD HORIZONTAL SCALE: 1' =20 FEET VERTICAL SCALE: V-2.00 FEET RECONSTRUCT ROADWAY PER DETAIL THUS SHEET ®GRIND 2' AND OVERLAY EXISTING ROADWAY BETWEEN STATIONS 31 +45 AND 33 +36 R9 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WALL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. r� ROW 1� CONS VROAD „ PER 1 ROAD —. 0.5' 5 —J 0.5' �«- STA -30 +38.22, '16'.17'LF p ,p . STA 33 +36. BEGIN: FRONTAGE IMPROVEMENTS: i '. :... n : ! MATCH EXISTING CURB : MATCH: EXISTING CURB '. - - ;..... ; :. - - a FL:ELEV R: 1343.79.. ..: ELEV= 343.58 - i CONTRACTOR TO VERIFY FL 345 CONTRACTOR TO .VERIFY ELEVATION IR(IPOSED FLOW ..._... .. ...L1NE'GRADE... . ..... ..... EXISTING ;GRADE. . ....... .. ..... .. � .. ... ... '... ELEVATION PRIOR ..... TUCT CONS ON : : TO - .... 345 Gf - --- -- - -- -- -------- T. -72 343 ...... .. ..... ......... ........ , ....... ....:.:....... . 343 341 -- -- ---- - - - - -- —� 341 ..... ...... . :.. ..EXISTING"IOVO WATERMAIN . .... ... .....:. ... . :. .. ... .. :. : :.. ... .... ... :. :. .. :.. :. . :: :.: lOrO WATERMA9H :. .: ..: ... .. .: ..: ... :.: - 339 IEAHG.4'r ST EP MAMi, ... 339 4..T.E.P. MAIN:.- .a:.:.:- ------.'�' 1337 t 337 a� _ - : _ _. QEX CHANNELIZATION SHALL BE REPLACED IN KIND. SKIP STRIPING SHALL BE USED TO ENSURE THAT 11' DRIVE LANES ARE PROVIDED IN BOTH DIRECTIONS 0 VERTICAL DATUM NOW29 SAM OF memmom WASHINGTON COORDINATE SYSTEM NAD83191, SOUTH ZONE BASED ON GPS RTK TIES To: THURSTON COUNTY CONTROL POINTS: 253 N 597.545.98, E 1,113,138.22 359 N 603,437.62, E 1,106,790.26 836 N 596,849.56, E 1,110,464.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 31+00 32 +00 CULLENS ROAD HORIZONTAL SCALE: 1' =20 FEET VERTICAL SCALE: V-2.00 FEET RECONSTRUCT ROADWAY PER DETAIL THUS SHEET ®GRIND 2' AND OVERLAY EXISTING ROADWAY BETWEEN STATIONS 31 +45 AND 33 +36 R9 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WALL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. r� ROW 1� CONS VROAD „ PER 1 ROAD —. 0.5' 5 —J 0.5' �«- j ROW SAWCUT EX. PAVEMENT MATCH EX. j GRADE SIDEWALK PLANING w- I i1N6 �.— 10 2' 5 _ I CURB 16, .i6- REMAHF I` 10''1 —+{�� EX RIGHT OF WAY DEDICATION 20 NEIGHBORHOOD COLLECTOR — CULLENS ROAD* X0.25' ASPHALT CONCRETE '0.17' CRUSHED SURFACING TOP COURSE —*PREPARED SUBGRADE ASPHALT RAMP DETAIL SECTION NOT TO SCALE 'NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED DEPTHS O 95X MAX. DENSITY x--•0.25' ASPHALT CONCRETE- -"Q-U' •0.17' CRUSHED SURFACING TOP COURSE '0.67 GRAVEL BASE CULLENS ROAD TYPICAL SECTION NOT TO SCALE ALL THICKNESSES ARE MINIMUM COMPACTED APPROVED FOR CONSTRUCTION B ' a DATE: 44-7-0d IopmentwEngineer I 1 0 APPROVAL EXPIRES: DATE REVISIONS CON1nAM N0. G. CO�y -- loe NwaF DESIGNED BY: B. JOHNSON 06/07 NO. DATE FRONTAGE PLAN 06519 -A ENTERED BY: M. WARE 06/07 1 9/2007 REVISED PER CITY COMMENTS SKILLINGS HOFFMAN CHECKED BY: Gv 2 1/2008 REVISED PER CITY COMMENTS 11 -09 -07 ROADWAY PROJ. ENGR.: R. CONNOLLY 06/07 oouo CONNOLLY si¢7 fthW By � A� an 3/14� e04 AM 5016 Lacey BouWvard SE, Laosy, Washington 98503 PLAT PROFILE AND DETAILS OF R 06519 -A Holman Rot CAD Caa TM 19- A..FMTA9E R.D. Anb 1/15/M 1254 FM �� (360) 491 -3399 (800) 454 -7545 Fax (360) 491 857 YELM WA suers ����������7������������������������������������������� j ROW SAWCUT EX. PAVEMENT MATCH EX. j GRADE SIDEWALK PLANING w- I i1N6 �.— 10 2' 5 _ I CURB 16, .i6- REMAHF I` 10''1 —+{�� EX RIGHT OF WAY DEDICATION 20 NEIGHBORHOOD COLLECTOR — CULLENS ROAD* X0.25' ASPHALT CONCRETE '0.17' CRUSHED SURFACING TOP COURSE —*PREPARED SUBGRADE ASPHALT RAMP DETAIL SECTION NOT TO SCALE 'NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED DEPTHS O 95X MAX. DENSITY x--•0.25' ASPHALT CONCRETE- -"Q-U' •0.17' CRUSHED SURFACING TOP COURSE '0.67 GRAVEL BASE CULLENS ROAD TYPICAL SECTION NOT TO SCALE ALL THICKNESSES ARE MINIMUM COMPACTED APPROVED FOR CONSTRUCTION B ' a DATE: 44-7-0d IopmentwEngineer I 1 0 APPROVAL EXPIRES: DATE REVISIONS CON1nAM N0. G. CO�y -- loe NwaF DESIGNED BY: B. JOHNSON 06/07 NO. DATE FRONTAGE PLAN 06519 -A ENTERED BY: M. WARE 06/07 1 9/2007 REVISED PER CITY COMMENTS SKILLINGS HOFFMAN CHECKED BY: Gv 2 1/2008 REVISED PER CITY COMMENTS 11 -09 -07 ROADWAY PROJ. ENGR.: R. CONNOLLY 06/07 oouo CONNOLLY si¢7 fthW By � A� an 3/14� e04 AM 5016 Lacey BouWvard SE, Laosy, Washington 98503 PLAT PROFILE AND DETAILS OF R 06519 -A Holman Rot CAD Caa TM 19- A..FMTA9E R.D. Anb 1/15/M 1254 FM �� (360) 491 -3399 (800) 454 -7545 Fax (360) 491 857 YELM WA suers SCALE IN FEET 0 10 20 40 BY: ENGR.: Pre an 3/14/08 &01 AM PRAIRIE WIND SUBDIVISION i I i i i N G Y i EXISTING ECIf <` I i XI N`6 40 S.T.E.P 0414. � \ — — — T_ — --------- 0--- ------- ---- ------- --`.a4 +O Xg EXISARNG 10 "0 WATER lAAIN w w �`� p w— w_ - -r x -' _-_L (j4 _p, e (.J1 —51EP STEP STEP - --+� - --I— -- ;�? - N 01'31'20' E 190.00 o C� LLENS pROAO SE �I quLLEN ROAD ' SUBD,VISION DATE 31 +00 ❑1 STA 31 +43.63, 9.00' LT 1 CONNECT TO EXISTING 4 "0 STEP MAIN. O REMOVE EXISTING CLEANOUT, GATE VALVE TO REMAIN. (CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING MAIN). ❑2 INSTALL 187 LF 4" PVC SDR 21, CLASS 200 SEWER PIPE. ❑3 STA 33 +30 INSTALL 1 —END OF LINE CLEANOUT PER DETAIL SHEET 12 1 -4' GATE VALVE REVISIONS O STA 31 +47.02, 10' RT CONNECT TO EXISTING 10''0 WATER MAIN. REMOVE 2" BLOW OFF AND GATE VALVE. INSTALL 1 -10" GATE VALVE (MJXLIJ) (CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING MAIN). INSTALL 183 LF 10" PVC C900 WATERMAIN. OSTA 33 +25, 19' RT INSTALL 1— HYDRANT ASSEMBLY PER DETAIL SHEET 11 OSTA 33 +30 INSTALL 1 -18" CAP 1— THRUST BLOCK BB CULLENS ROAD HORIZONTAL SCALE: 1' =20 FEET VERTICAL SCALE: 1" -2.00 FEET [" SKILLINCjS CON HOLLY 5016 Lacey Boulevard SE, Levey, Washington 98503 (380) 491-3399 (800) 454 -7545 Fax (360) 4913857 - W - 0 0 0 VERTICAL DATUM NGVD29 SARIS OF ssAlirNSB WASHINGTON COORDINATE SYSTEM NAD83/91, SOUTH ZONE BASED ON GPS RTK TES TO: THURSTON COUNTY CONTROL POINTS: 253 N 597,545.98, E 1,113,138.22 359 N 603,437.62, E 1,106,790.26 836 N 596,849.56, E 1,110.464.08 841 N 592,654.49, E 1,113,005.47 DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTWTES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -8DO- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. HOFFMAN PLAT APPROVED FOR CONSTRUCTION 0o+.,e f DATE: D6VBIopment Re Engineer is H� APPROVAL EXPIRES: 4R� FRONTAGE PLAN WATER & SEWER WA PROFILE AND DETAILS JOB NUMBER 06519 —A 15 OF 15 TRACT r I OWN, /r` \ rim I ^� \ 3- 11ESTERN RED GEDAR 5 -6RAND Is • �s PICNIC TABLE -TYP L— 3- '0OW4ALLT1APLE 2- AUTU"N PURPLE ASH HYDR3 ED LAUN AREA -T7P - I I 3- 'BOILWALL'MAPLE 2- AUTUMN PURPLI� ASH MITrAATE TREE LOSS AT 1'20 0 I- 'DOWNALLMAPLE� EXISTING TREES THAT CAlBE PRESERVED. T14E APPLICANT SHALL 466E PROVIDE RNME *'ADDITIONAL IONAL TRW � QZaPLJ2W MITIGATION TREES THAT CANVOT BE PRESERVED. T111W6 SHALL EE - PLANTED ALONG THE WEST PROPERT'T' -- 2- 'QJEEN ELIZABETHIMAPLI II L — J L WDODNNALLMA LE B —JJ 6' HEIGHT PERIMETER FENCE 1 N 1 � A I 126 -GRASS MIX • 2' OZ 14RW.1i'LM■ =( Ilz &+2/3�-r M.IW a au+1NC ° + + + ROOT BALL/ROT + IMQaLL S0L IY z/3 •If 1 TWA M WAGON, YAiC WMX Illmu3R TABLET PIARtaW eFD sl(aPED PLAHT PACING -V INp AL P Is RPRESENTD AS+ PLANT •PACNG DETAIL COVER PLANTNO DETAIL NTS A N LANDSCAPE SPECIFICATIONS ' ' l� 1. Reier to Middle fa addilbnd bfWmatkA. 1 11. N NI tree, M lawn aeae shall be planted M b S diameter cirde of bad mule. 2. Chemically kill and ro mow Ram its all esYng weeds sod "Ration not Mourn to remain an plane. 1 - }DEwNNJ 2• DFPi1. a SAM N�N NEEP amendment specified In No. B. 3. Distribute 6" depth kmpated topsoil mix (approved by Ito Landscape Architect) In a lonaumps woos and at t 3•'DOUAJALLT'IAFILE 18 �dTo�epptthshq is i 2- AIfTUMN PURPLE A$W Tress Over 10' Height: 2 Cup* Tres* Under 10' Height: 1 Cp De 1/2 DNow tops of aapcnt arts and pavement. SWctural RI wow: Any landecaee woos ocwrrinq within N J PRE59ME 1MEAIED 4%6 (2 REDO. IExaT11 VNaEs) SE TTEAIFD 14. F Fertilizer tablets for all ants shall be Ham (20-10 - material off sea p 1- a 4, line grade ON Indecpe beds prior to pinik,g operaline. t W PAINED N PLACE WM Two N IErW1x R F STAKiR SPACED EVF /-!I du1S,EE 1NF IIOIF iDR 1NE 15. M Mitigate tree lose at 1:1 to exietinq trees that cannot be preeervsd. Plant a mix of evergreen and deciduous trees (use wrlellsd specified In plant Not) along Wilt propoty line, If replacement trees wa 6, NI plants shop Cwmwwh to the latest edition of Me N wlcn Standard fa Nursery Stout. n H7DROSEED LAILN AREA -T7P needed they ,hall as planted betweNl the property HMS and I Ming setback. m I W MBAR. • Rw1•ALL AND PuAl1El m MF fEOAD 12 REOD.) plants Mall be thoroughly watered Immediately ORer planting with Alaska i1M Fertilizer solution. m mulch as top tlroweq. & Sol amandmnt for tp°oll mix and planting tack$l Mall W a sweened 5/6- minus nitrified wood residual 1 17. A Apply a granular pre- emorgnt herbicide to all shrub onq pfpn4cowr bedw at the conclusion of the W RO1Ex1lF ROOT CONTROL SMIEM maintenance pared. O d) t5' LOHQ cEwTv E0 ON MEE. 1] GA. 'seLE TREE M wrM f (Ma RECD.) d' IIUMAR PM1EC110N AT lIE M1E. (iA6IFr1 LOOSE2r) • • W pursto .-_ U i011 usE YMEH TREE Is WTNw a CUM AND /an sIDEwNN 3- 'BOUA4ALL MAPLE N- Q Smi..7ff 2• RPM R BAN( Wil w (ENTERED ox -5 1. TREES SNNL AE 2•-J• CN. e1 ON". cNCIF ITEP NULCH e• 11MN 2- AUTUMN PURPLE ASH ' I,[AVRED e• Aso([ THE 1Mx TRUNK. III 2, FREES PIRLL HAVE A 1wa- a- atANCN %2 PIa591RE IRGIEO 1 CIEMMICE. ICASUIIEO rRplTT� p�U1I ��LL, ro TIE ROAD. ' ME GRIND IBIE To ME • iRsT ERAHOOK IRARAUFI Q2 REDO.) 3 TREE SHAI1 a PACED 35' O.C. sTNI NO 15' woe THE 12 al NEE THEE X WM p R 6ER PROTE"011 AT THE ' PROPERLY UNE. TREE. (EASIER LOOSELY) M USE WHEN MEE IS NOT wTex W w OIIIB AIB1/aw wRWNk I 1. THE LEOTE%14E ROOT CONTROL SYSTEM WAI1 M 12• "NissiR SMM M APPROVED EWK 2. WORK TEEM MALL BARK 42. ON SH TE I*-2' Z FOR M Lop 4 N B[ 1 -2' BE OW SUMOIIND GE DE. ITREET TM- LANDSCAPE SPECIFICATIONS ' ' 1. Reier to Middle fa addilbnd bfWmatkA. 1 11. N NI tree, M lawn aeae shall be planted M b S diameter cirde of bad mule. 2. Chemically kill and ro mow Ram its all esYng weeds sod "Ration not Mourn to remain an plane. 1 12. B BackfAl mix far OR plants shall be o blend of 1/3 existing Nis soil, 1/3 coarse ,and, and 1/3 soil amendment specified In No. B. 3. Distribute 6" depth kmpated topsoil mix (approved by Ito Landscape Architect) In a lonaumps woos and at t t3 I I Oemcaota IS -6 -12, 9 month slow release fartili2er p, g �dTo�epptthshq is i pillar M Tress Over 10' Height: 2 Cup* Tres* Under 10' Height: 1 Cp De 1/2 DNow tops of aapcnt arts and pavement. SWctural RI wow: Any landecaee woos ocwrrinq within N Qucowal 1 shrub woos and W below grade in Ian seas and replaced with specified tpwil mix. Dipese of excavated 1 14. F Fertilizer tablets for all ants shall be Ham (20-10 - material off sea p 1- a 4, line grade ON Indecpe beds prior to pinik,g operaline. t tablet, dl 2 -1/4• and 4- pot ground covers: 1 -10 gMM Tablet each Set tablets directly next to motbdl. 5. No plant sub•litutbne Moll be permM44 without prior approval of Lnd*cpe Architect /Owner. 1 15. M Mitigate tree lose at 1:1 to exietinq trees that cannot be preeervsd. Plant a mix of evergreen and deciduous trees (use wrlellsd specified In plant Not) along Wilt propoty line, If replacement trees wa 6, NI plants shop Cwmwwh to the latest edition of Me N wlcn Standard fa Nursery Stout. n needed they ,hall as planted betweNl the property HMS and I Ming setback. 7. NO plant materials and plat locations Mall be approved by the Landscape Architect prior to Instaatian. All 1 16. A As shrub and ground cover bade Mall moolw a V depth (D c y per 1000 eJ.) of *Fine Grind- hem /fir bark plants Mall be thoroughly watered Immediately ORer planting with Alaska i1M Fertilizer solution. m mulch as top tlroweq. & Sol amandmnt for tp°oll mix and planting tack$l Mall W a sweened 5/6- minus nitrified wood residual 1 17. A Apply a granular pre- emorgnt herbicide to all shrub onq pfpn4cowr bedw at the conclusion of the compost ,wrnl to: m maintenance pared. O A Campa l Rus Dro cons oe as aw I& All work Moll W performed to Me wlhf iclim of the Luna B. -AOCo" brand compost es awMUble from Sawdust Supply Co,. Seattle. WA (206) 522 -4321, D ,caps Architect /Ower. I or Great western Supply. Olympia, WA. (380) 754 -3722. 19. NO ants shall be guaranteed for one fan from ail C. Northwest Organics Compost as awAabl, from Northwest Organic•, Redmond. WA (425) 558 -4100. plants w year a q/ s of receiving aeaptaniti All ice mtod Plants Mall be re- g...to, ho No rbe re ors, MR pl mere wIMIn 2t ploys of lect wv nda ism. a from e i Get" 9. Soil preparation - (a landsaapr wise). Spreaa 12 c.y of specified Iopedil m' per 1000 ef. (.We- e• Canirocta shall not be npnsbe for pints rYIn9 sue la Owner neglect or vandalism. otter Ms maintnnce parlod I aped! of area. Spread 100Ibs./101) .1. of 6.3-0c IRnc (In own crops only), 190 6namen0 at or of the Gypsum * d IS law grad as. of h, compacting bo ing as r uireder over set anndmnt. Mono rd, all pp with ctu WnnIUo cu Mow la all" p1 only. par thec landscape npnWNe for dcoew olI qualities in let of the above to a 8' aped del Qrede erncaM, eornpeatlnq as ropuk,d ana r,meNng dl rocks, weds and MM peal plan ea-oub, ana Nstaklg col Med c ndi Ne ., the o plan, nlouchil. nor /or maw shrub debris. (uantRbs MOX Ds edjleled as r•quker for MW pnditbhs at Ms psdlied gating. Q Law ores (sea or sera refer to plans) Mall consist of the following turf tpeW 21. 11m1 Inspection Mall occur at the cndushon of a 60 -day maMtnnce psrloo. Mainlnanc, period Mal W commence upon completion of oN Iwdecap, Installation be(INti•s and Ma include Me following: W 60[ Turf -Type Pernnitl Rye paw Varieties e� 20% 1.4 1 A. Mow Awns awa per reek 20R Hord (,sew B. Rernow all weeds over 1• in height. s. C. Replace rope a unhealthy Diane. 10. Sesd na NN) sha M ef. ag to lilt 1 grown 0 Country Gen Turf Forms: Olympia, 5-5 -1 WA. Steel Mal bs D. Ensued proper o motet m is Belie system. applied at 7 I6s 11000 a/, and NWda 10 ION. /1000 al, of UataO NalkWture 15 -5 -10 fertllila M dl law E. Eneaz boil low at conclusion ,s eMivsred to al ce polfop, bed, incWMng nn- 'vrigaled oars. spa F. Fertilize all low, al conclusion of maintenance period. PLANT MATERIAL LIST QTY. Es0 ?ANIGAL NAME COMMON NAME SIZE !SPACING L 6' WEIGHT PERIMETER FENCE I I I I i I I II — L� 9 -wl� 1¢AA \ GLOW' DA RRY (2 LOCW \ 7 \_ 3-1SLUE STAR' JWIP'ER i I II IMEMOUJD' SPIREA 6' HEIGHT PERIMETER FENCE . y � W1ERxG M]M RFIaI PIN1RIna Of EExWNR TAwi15. wIAl1 R A 2- -s pPM NN, a IwIR PE4 SUALAP BACK TIE RCpT9ALL b LRA Claim, rRON TOP NNf w Rya BNL AFNR N,LO<o HOLE IN Iy/IIIR10 MQE e =1111=MY TEIIm). PINIINC N 9Aa(I1LL sol Nix Well IN A N mm MR 111E RnT- •N1 WM iHRL1s TAM IM DETAIL uNx NNA e• EDpE aRLU• (TWrCA1) TRFxaI (TwN'x) red( WAR r LAWN EDGE DETAIL NTS NORTH STATE OF WASHNO M WGISIEIHD LAN ARCHTECT Dwieee Ma qS p 20 40 60' SCALE: 1"=20'-O" 11 HIM c 0. r�2 w osi � u Fous Q a z Z z W Q 3 J L O Her W V W M VL N^ W u ^ W�6 WC) m : C C) Q sheet Q L -1 of 2 PINIINC N 9Aa(I1LL sol Nix Well IN A N mm MR 111E RnT- •N1 WM iHRL1s TAM IM DETAIL uNx NNA e• EDpE aRLU• (TWrCA1) TRFxaI (TwN'x) red( WAR r LAWN EDGE DETAIL NTS NORTH STATE OF WASHNO M WGISIEIHD LAN ARCHTECT Dwieee Ma qS p 20 40 60' SCALE: 1"=20'-O" 11 HIM c 0. r�2 w osi � u Fous Q a z Z z W Q 3 J L O Her W V W M VL N^ W u ^ W�6 WC) m : C C) Q sheet Q L -1 of 2