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HomeMy WebLinkAboutWWP2703414/fin,, C— Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 BILL OF SALE Proj Name: Property Tax Parcel Number: Project File #: Street Intersection: Address: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): I.Copper Ridge, LLC 1. City of Renton, a Municipal Corporation 2. The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the following described personal property: WATER SYSTEM: Len h Size Tyoe 2h L.F. of t , 1 Water Main 7 I L.F. of C? ft ,' D T Water Main L.F. of Water Main each of h Gate Valves each of 9 ' Gate Valves Z each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size Type fs'ES_ L.F. of L.F. of �i v� Sewer Main p:-',s(, Sewer Main L.F. of —,Qy_i Sewer Main each of yf{ Diameter Manholes each of Diameter Manholes each of " Lift Stations STORM DRAINAGE SYSTEM: Length Size Type as-s L.F. of I L.F. of I Z LC PE Storm Main 1 Z H D PE Storm Main L.F. of Storm Main each of Storm Inlet/Outlet each of Storm Catch Basin _ each of Tom, Manhole STREET IMPROVMENTS: (Inclu np�Curb, Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk 7 L.F. Asphalt Pavement: >_ I I S- SY or L. F. of Width STREET LIGHTING: L` #of Poles 7 (n 13 T4©3 }� By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons. whomsoever, lawfully clairning or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. 0:\Forms\PBPW\BILLSALE2.D0C\bh - Page 1 IN WITNESS,WHERF , said Grantor has caused this instrument to be executed this _I day of S� t , 20 /NDMDUAL FORM OFA CKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: REPRESENT.4 T/G'E FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: CORPORATE FORM OFACKNOWLEDGME.NT Notary Seal must be within box STATE OF WASHINGTON ) SS air}lsf.sfy`�s t+'' COUNTY OF�KING ) On this day of_ 5e� �, 20 tl , before me personally appeared i 'SSION f�� 0 • @� "� -. ^ '� �,�/- I S��ci to me known to \\ . O hCTAr� ` �c be _ 1'ulnw.,..z� of the corporation that executed the within instrument, and acknowledge the said instrument to be the free e<- and voluntary act and deed of said corporation, for the uses and purposes therein pu6L�,G " mentioned, and each on oath stated that he/she was authorized to execute said o r 0 �� instruf and that the seal affixed me is the corporate seal of said corporation. t Op W at/F Notary P blic in and for the State of Washington Notary (Print) 60'Y C_ �• �C h� My appointment expires: Dated: C I q, I 0AFonns\PBPW\B1LLSALE2.D0C\bh Page 2 COST DATA AND INVENTORY CITY WTR- PROJECT WWP- Copper Ridge NUMBERS: SWP- NAME OF PROJECT: TRO- TED- TO: City of Renton Plan Review Section Planning/Building/Public Works 1055 South Grady Way 6`h floor Renton, WA 98055 FROM: Copper Ridge, LLC PO Box 73790 Puyallup, WA 98373 DATE: 9-9-11 U 110047 U 110047 U 110047 U070126 Per the request of the City of Renton, the following information is furnished concerning costs for improvements proposed to be installed for the above referenced project. WATER SYSTEM CONSTRUCTION COSTS: Length Size Type 297 L.F. of 4" DI WATER -MAIN 5494.50 521 L.F. of 8" DI WATERMAIN 11722.50 L.F. of _ L.F. of _ 2 EACH of 4" DI 2 EACH of 6" DI 7 EACH of 8" DI 2 EACH of _ (Cost of Fire Hydrants must be listed separately) Engineering Design Costs City Permit Fees Washington State Sales Tax SANITARY SEWER SYSTEM: WATERMAIN WATERMAIN GATE VALVES 400 GATE VALVES 650 GATE VALVES 2100 FIRE HYDRANT ASSEMBLIES $6000 $3500.00 $1993.01 TOTAL COST FOR WATER SYSTEM $26367.00 Length Size Type 865 L.F. of 8" PVC SEWER MAIN 185 L.F. of 8" Drisco SEWER MAIN 525 L.F. of 6" PVC SEWER MAIN 9 EA of 48 DIAMETER MANHOLES Engineering Design Costs $4500.00 City Permit Fees $3821.39 Washington State Sales Tax $6566 (Sewer Stub - line between sewer main and private property line) 1$8925 TOTAL COST FOR SANITARY SEWER SYSTEM $90,812.39 STORM DRAINAGE SYSTEM: Length Size Type 755 L.F. of 12" LCPE STORM LINE 159 L.F. of 12" HDPE STORM LINE L.F. of STORM LINE EA of STORM INLET 8 EA of Type I STORM CATCHBASIN 4 EA of Type 2 STORM CATCHBASIN Engineering Design Costs $21000.00 City Permit Fees $9201.88 Washington State Sales Tar $6468 TOTAL COST FOR STORM DRAINAGE SYSTEM $102,669.88 STREET IMPROVEMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement and Street Lighting) $135,415 (street light costs below) SIGNALIZATION: (Including Eng. Design Costs, City Permit Fees, WA St Sales Tax) STREET LIGHTING: (Including Eng. Design Costs, City Permit Fees, WA St Sales Tax) Print signatory name (day phone#) (SIGNATURE) forms/COSTDATA.DOC/bh (Signatory must be authorized agent or owner of subject development) 2 O W Zi y !n I 0 PORT/ON NW 1A SE 114 SEC. 4 TWN. 23 N., R 5 E., W.M. Cl TY OF REN TON, COUNTY OF KING, STA TE OF WASHING TON cV _ O as I _ a O� 1 n SEE PROFILE ON SHT 16 MATCH LINE SEE SHEET 14 s-3,0Koz 9 RECOMMENDED FOR APPRROVA�L- BYDATE S-o B ATE BY DATE BY DATE BY DATE cD••9-Sg140Z at/ 'S w_wzAM , Pacific Concrete Services 26220 79th Av S Kent, WA 98032 Phone:253-856-2572 Fax:253-859-5087 PACIFIC P C S CONCRETE SERVICES Project Name: Asset ID: City: Address: COPPER RIDGE 1+27 TO 4+05.90 RENTON COPPER RIDGE Date Pipe Width: Pipe Height: Pipe Type: Surface Condition: 6/13/2011 8 8 PVC Asphalt Direction: Surveyed Footage: Weather Tape/Media u Upstream 104.0 Showers a+os 90t 1 _ l{ Al 104.0 ft ' _stop & sav- 10.C" 20.0 Vr c a00ft co o v _ o r 50.0 ft g 60.0 ft 70-0 ft 800ft 90.0ft 1000ft ►_At0.Oft/. M START US - Start Inspection Upstream +27 TV Inspection with Pipe -Run Graph Page 1 of 1 Pacific Concrete Services 26220 79th Av S Kent, WA 98032 Phone:253-856-2572 Fax:253-859-5087 Project Name: Asset ID: City: COPPER RIDGE 4+05.90 TO 2+03.93 RENTON Date Pipe Width: Pipe Height: Pipe Type: 6/13/2011 8 8 PVC Direction: Surveyed Footage: Weather Upstream 159.0 Showers At 97.7 ft 9L LAT - Lateral connection PACIFIC P C S CONCRETE SERVICES Address: COPPER RIDGE Surface Condition: Asphalt Tape/Media # z+ossat • At159.Oft! 11 STOP - Inspection Stopped u 1000ft At21Aft9/. LAT - Lateral connection ' ►_ At0,Oft.1 START US - Start Inspection Upstream TV Inspection with Pipe -Run Graph Page 1 of 1 Pacific Concrete Services 26220 79th Av S Kent, WA 98032 Phone:253-856-2572 Fax:253-859-5087 Project Name: COPPER RIDGE Date 6/13/2011 Direction: Downstream Asset ID: 1+27 TO 1+73.65 Pipe Width: Pipe Height: 8 8 Surveyed Footage: 94.5 1+27 A139.9 ft 3/. LAT - Lateral connection City: RENTON Pipe Type: PVC Weather Showers 1 +73 65 PACIFIC P C S CONCRETE SERVICES Address: COPPER RIDGE Surface Condition: Asphalt Tape/Media # AtO.Oft./. START DS - Start Inspection Downstream At 42.5 ft 9/ LAT - Lateral connection At945ftI stop & save 101 TV Inspection with Pipe -Run Graph Page 1 of i Pacific Concrete Services 26220 79th Av S Kent, WA 98032 Phone:253-856-2572 Fax:253-859-5087 PACIFIC P C S CONCRETE SERVICES Project Name: Asset ID: City: Address: COPPER RIDGE 1+00 TO 2+95 RENTON COPPER RIDGE Date Pipe Width: Pipe Height: Pipe Type: Surface Condition: 6/13/2011 8 8 PVC Asphalt Direction: Surveyed Footage: Weather Tape/Media # Upstream Showers 2+95t v 1• START US -Start Inspection Upstream 1+00 50.0 ft 70.0 ft 80-0 It 90.Oft 100.0 ft 110.0 ft 120.0 ft 130Oft 140.0ft TV Inspection with Pipe -Run Graph Page 1 of 1 Pacific Concrete Services 26220 79th Av S Kent, WA 98032 Phone:253-856-2572 Fax:253-859-5087 i PACIFIC y P C S CONCRETE SERVICES Project Name: Asset ID: Gty: Address: COPPER RIDGE 1+00 TO 1+75 RENTON COPPER RIDGE Date Pie Width: Pie Height: p p g p Type: Pipe Surface Condition: 6/13/2011 8 8 PVC Asphalt Direction: Surveyed Footage: Weather Tape/Media # Downstream 80.6 Dry 1.001 At 0,0 fl.L START IDS - Start Inspection Downstream v Y Al 826 ft / slop & save 01+75 TV Inspection with Pipe -Run Graph Page 1 of 1 Pacific Concrete Services PACIFIC 26220 79th Av S Kent, WA 98032 Phone:253-856-2572 Fax:253-859-5087 P C S CONCRETE SERVICES Project Name: Asset ID: City: Address: COPPER RIDGE 1+75 TO 3+95 RENTON COPPER RIDGE Date Pipe Width: Pipe Height: Pipe Type: Surface Condition: 6/13/2011 8 8 PVC Asphalt Direction: Surveyed Footage: Weather Tape/Media # Downstream 211.6 Dry 1+7s1 -/ AtOOft/. START DS -Start Inspection Downstream At 27.2 ft 9/. LAT - Lateral connection v _ At594ft9/ LAT - Lateral connection co +G co IV V co _At99.5ft9/. fi LAT-Lateral connection _At127.5ft9/. LAT - Lateral connection V V L� _ y_ _At189.3ft9/. LAT - Lateral connection V Co At211.6ft./. >V> : STOP - Inspection Stopped � 3+95 TV Inspection with Pipe -Run Graph Page 1 of I Pacific Concrete Services PACIFIC 26220 79th Av S Kent, WA 98032 P C S Phone: 253-856-2572 Fax: 253 859 5087 CONCRETE SERVICES •� • •- . • I Project Name: Asset ID: City: Address: COPPER RIDGE 3+95 TO 5+13.80 RENTON COPPER RIDGE Date Pipe Width: Pipe Height: Pipe Type: Surface Condition: 6/13/2011 8 8 PVC Asphalt Direction: Surveyed Footage: Weather Tape/Media u Downstream 119.8 Dry At &0 If / START DS - Start Inspection Downstream At48.3ft9L LAT- Lateral connection _ At119.8ft /. -' STOP - Inspection Stopped 5+13 80 TV Inspection with Pipe -Run Graph Page 1 of 1 Pacific Concrete Services 26220 79th Av S Kent, WA 98032 Phone:253-856-2572 Fax:253-859-5087 Project Name: Asset ID: City: COPPER RIDGE 1+73.65 TO CR OU/TFALL RENTON Date Pipe Width: Pipe Height: Pipe Type: 6/13/2011 8 8 PVC Direction: Surveyed Footage: Weather Downstream 70.9 Dry PACIFIC P C S CONCRETE SERVICES Address: COPPER RIDGE Surface Condition: Easement Tape/Media # 1+73651 At O.Ofl /. START DS - Start Inspection Downstream 0 c m rno o � S rn v v i.�J LWA v O At70.9AJ. b� i?))) STOP - inspection Stopped v�} 6i�Atf� TV Inspection with Pipe -Run Graph Page 1 of 1 TRANSMITTAL DATE: TO: Waste Water Utility FROM: SUBJECT: Submittal of Sanitary Sewer TV Tape Project Number. 5 — 3 �- ( Project Name: I have reviewed the TV Tape(s) for the above project and the line(s) appear to be in acceptable condition at this time. I have reviewed the TV Tape(s) for the above project and the line(s) are not in acceptable condition at this time for the following reasons: C/farosMWIY/wa'fMSFORM.DOC/MAB/bh SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PROJECT: I,,";� DATE: INSPECTOR: - LOCATION LENGTH PIPE MATERIAL PIPE SIZE PRESSURE TEST TIME RESULT TO FROM ,p 77 ey c, ell 0 evle, � S : i -t-Z T Lj Z� �L 2-7 Cr ri SS-kh 3 w --L ✓/ datacenter/forms/pbpw/utilitysystems/ww/sspressure.doc 02/2002 bh PROJECT REQUEST FORM PLANNING/BUILDING/PUBLIC WORKS DATE:,?'- tl- i) `7 CONTACT: G lL M pyff-Np EXT. % Z 76 FILE STATUS I AEW OR ❑ EXISTING: FILE CODE (Pw-xx-xxxx): LOCATION y Work Space: ❑ File Bay Shelf #: ❑ Other: PROJECT NAME/ FILE TITLE: Cp Pp6F-yz /c i Ola6 P641- Ily*,4 4Z AN 10l-.4 T') (70 characters max) DESCRIPTION OF PROJECT- k UTILITY PERMIT # U O 7 0 0 Y 3 LUA# O6 - d / Lo WO# 7v ADDRESS / STREET NAME(S): 3� Z 9 /y6' / 9-"� � T DEV: dA r/ S&A, loc.; CNTR: ; OWN: ; CNSLT/ENG: l6h W OTHER ALIASES: _/ v t~ �n �; , .� ems A ati, r jQ f 414,0 p d IV ti At� Circle Size of Waterline: 8" 10" 12" Circle One: New / Replace / Extension Circle Size of Sewerline�,' 1110" 12" Circle One: New / Replace / Extension Circle Size of Stormline: 12" 18" 24" Circle One New / Replace / Extension CHECK EACH DISCIPLINE INVOLVED IN PROJECT Ltr Drwg # of sheets V/1 TED ❑ (3 (off site improvements) (include TESL) TRO ❑ ❑ (Signalization, Channelization, Lighting) d WWP ❑ (sanitary sewer main, include basin name) C WTR ❑ ❑ (Mains, Valves, Hydrants) (inc. composite & HorizontalCtrl) J/SWP ❑ l�fl �k (CIP only)(include basin name) - [yPLR (For Developer Files Only) ❑ (letter only) PLEASE CIRCLE THE DISCIPLINES WHICH NE TO SIGN MYLARS t:W:A:T:El ATER S AC WATER SPO TATION FI FOR FILE MAINTANANCE USE ONLY File Codes File Alias Date Entered and Labels Made r_ i S .0 3 q-4 q-- Drain -Pro 2901 72nd Street E Tacoma, WA 98411 Phone: 253-539-4498 Fax: 253-539-4497 Customer Project city Street ADVANCED L 3629 NE 19TH ST RENTON UNDERGROUND Start MH End MH Crew Truck Pipe Size Pipe Type MH 9 MH 8 NICK TAYLOR 210 8 PVC MH Depth Segment ID Backup Tape Tape Counter Date Time Dyed SHEET / 1 I 1 1 11 6/3/2008 11 9:09 AM No Length Precipitation Ground Surface Weather Light Standing Water Unpaved Rain MH 9 Ftg. Condition Category Comments IEWIt 0.0 Upstream Manhole Structure MH 9 1 59.3 Service Connection Right Structure �vC 1 •134.1 Service Connection Right Structure •155.5 Downstream Manhole Structure MH 8 MH 8 Page 1 of 1 Generated on 6/3i2008 at 9:25 AM by the PipeTech TV inspection system. Drain -Pro 2901 72nd Street E Tacoma, WA 98411 Phone: 253-539-4498 Fax: 253-539-4497 Customer Project City Street ADVANCED j 3629 NE 19TH ST RENTON UNDERGROUND Start MH End MH Crew Truck Pipe Size Pipe Type MH 8 MH 7 I I NICK TAYLOR 210 1 8 1 PVC MH Depth Segment ID Backup Tape Tape Counter Date Time Dyed SHEET/2 1 6/3t2008 9:29 AM No Length Precipitation Ground Surface Weather Light Standing Water Unpaved Rain MH 8 Ftg. Condition Category Comments lop 0.0 Upstream Manhole Structure MH 8 ly t 22 r 100.3 Downstream Manhole Structure MH 7 MH 7 Page 1 of 1 Generated on 6/3/2008 at 9:35 AM by the PipeTechTV inspection system. Drain -Pro 2901 72nd Street E Tacoma, WA 98411 Phone: 253-539-4498 Fax: 253-539-4497 Customer Project city Street ADVANCED L 3629 NE 19TH ST RENTON UNDERGROUND Start MH End MH Crew Truck Pipe Size Pipe Type MH 7 MH 6 NICK TAYLOR 210 8 PVC MH Depth Segment ID Backup Tape Tape Counter Date Time Dyed SHEET/3 11 1 6/32008 11 11:01 AM No Length Precipitation Ground Surface Weather 11 Light Standing Water Unpaved Rain MH 7 MH 6 rtg. Condition 0.0 Upstream Manhole 6.0 Misc ,0.7 Service Connection Right 3.6 Service Connection Left )5.1 Downstream Manhole Category Comments Structure MH 7 Reference LIGHT CONCRETE SLURRY Structure Structure Structure MH 6 Page 1 of 1 Generated on 6/3/2008 at 11:07 AM by the PipeTech TV inspection system. Drain -Pro 2901 72nd Street E Tacoma, WA 98411 Phone: 253-539-4498 Fax: 253-539-4497 Customer Project City Street ADVANCED 3 229 NE 19TH ST RENTON UNDERGROUND Start MH End MH Crew Truck Pipe Size Pipe Type MH 4 MH 5 NICK TAYLOR 210 8 PVC MH Depth Segment ID Backup Tape Tape Counter Date Time Dyed SHEET / 4 1 1 6/3/2008 1:26 PM No Length Precipitation Ground Surface Weather Light Standing Water Unpaved Rain MH 4 Ftg. Condition Category Comments .00 1 0.0 Downstream Manhole Structure MH 4 �v( 1 122.1 Misc Reference LIGHT SLURRY 142.8 Upstream Manhole Structure MH 5 MH 5 Page 1 of 1 Generated on 6/3/2008 at 1 A0 PM by the PipeTech TV inspection system. Drain -Pro 2901 72nd Street E Tacoma, WA 98411 Phone: 253-539-4498 Fax: 253-539-4497 Customer Project city Street ADVANCED 3629 NE 19TH ST RENTON UNDERGROUND Start MH End MH Crew Truck Pipe Size Pipe Type MH 4 MH 3 11 NICK TAYLORj 1 210 8 PVC MH Depth Segment ID Backup Tape Tape Counter Date Time Dyed SHEET/5 11 1 11 6/3/2008 11 1:49 PM No Length Precipitation Ground Surface Weather L Light Standing Water Unpaved Rain MH 4 Ftg. Condition Category Comments v� 0.0 Upstream Manhole Structure MH 4 1 K ly -77.6 Downstream Manhole Structure MH 3 MH 3 Page 1 of 1 Generated on 6/3i2008 at 1:53 PM by the PipeTe&' TV inspection system. Drain -Pro 2901 72nd Street E Tacoma, WA 98411 Phone: 253-539-4498 Fax: 253-539-4497 Customer Project cityStreet ADVANCED 3629 NE 19TH ST RENTON UNDERGROUND Start MH End MH Crew Truck Pipe Size Pipe Type MH 3 MH 2 NICK TAYLOR 210 8 PVC MH Depth Segment ID Backup Tape Tape Counter Date Time Dyed SHEET/6 1 6/3/2008 1:54 PM No Length Precipitation Ground Surface Weather Light Standing Water Unpaved Rain MH 3 Condition Upstream Manhole Service Connection Left Service Connection Left Service Connection Left Service Connection Left Service Connection Left Downstream Manhole MH 2 Category Structure Structure Structure Structure Structure Structure Structure Comments MH 3 MH 2 Page 1 of 1 Generated on 6/3/2008 at Z05 PM by the PipeTechTV inspection system. Drain -Pro 2901 72nd Street E Tacoma, WA 98411 Phone: 253-539-4498 Fax: 253-539-4497 Customer Project city Street ADVANCED 3629 NE 19TH ST RENTON UNDERGROUND Start MH End MH Crew Truck Pipe Size Pipe Type �— MH 2 MH 1 11 NICK TAYLOR 1 210 8 PVC MH Depth Segment ID Backup Tape Tape Counter Date Time Dyed SHEET / 7 1 6/3/2008 2:09 PM No Length Precipitation Ground Surface Weather Light Standing Water Unpaved Rain MH 2 Ftg. Condition Category Comments via 0.0 Upstream Manhole Structure MH 2 r (Vz 1` MH1 •48 4 Service Connection Left Structure 118.8 Downstream Manhole Structure MH 1 Page 1 of 1 Generated on 6'3/2008 at 216 PM by the PipeTech TV inspection system. TRANSMITTAL DATE: TO: Waste Water/Utility FROM:w ✓ vim- SUBJECT: Submittal of Sanitary Sewer TV Tape Project Number. 1/�� •3 Project Name: I have reviewed the TV Tape(s) for the above project and the fine(s) appear to be in acceptable condition at this time. I have reviewed the TV Tape(s) for the above project and the fine(s) are not in acceptable condition at this time for the following reasons: c/forms h:tilily/M'w/IMSFO-Rk.DM/MAg/bh SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST PROJECT:�'c,,CP,2 DATE: INS LOCATION LENGTH PIPE MATERIAL PIPE SIZE PRESSURE TEST TIME RL':;SULT TO FROM A _ ,I ! GEC l3—v �- -zI c 114 /✓L S i -cam _ IIfI datacenter/forms/pbpw/utilitysystems/ww/sspressure. doc 02/2002 bh