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Home My WebLink AboutPermit L06-032 - BOTROS TALAT - SHORT PLATBOTROS SHORT PLAT LAND DIVISION LAND DEVELOPMENT 13232 & 13228 37 AVE S L06-032 20070524001991 WHEN RECORDED RETURN TO: Talat Botros 7715 113 Ave SE New Castle, WA 98056 FILED FOR RECORD AT REQUEST OF: Reference # Grantor: TALAT BOTROS Grantee: TALAT BOTROS Grantor Legal Description: LOT 2 LEGAL DESCRIPTION: Portion of Assessor's Tax Parcel No. 7340600926 PRIVATE ON -SITE STORM DRAIN EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L06 -032 Page 1 of 4 Easement for On -site Storm Drain Line.Initials: Grantor Grantee 2007 0524001991 w�; e THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51 °19'07 "W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTH 88.825 FEET OF SAID TRACT 60; THENCE S 89 °17'51 "E, ALONG SAID NORTH LINE, A DISTANCE OF 111.98 FEET; THENCE S 00°46'11"W 88.82 FEET T A POINT ON THE SOUTH LINE OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID SOUTH LINE, A DISTANCE OF 28.69 FEET TO THE POINT OF BEGINNING OUSE TAX NOT REQUIRED co. Reooids Division THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: LOT 1 LEGAL DESCRIPTION: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89°17'51"E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 30.00 FEET TO A STONE MONUMENT, AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING S 87 °17'51 "E, ALONG SAID SOUTH LINE, A DISTANCE OF 129.95 FEET; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51 °19'07 "W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTHE 88.825 FEET OF SAID TRACT 60; THENCE N 89°17'51"W, ALONG SAID NORTH LINE, A DISTANCE OF 46.48 FEET TO THE EAST LINE OF THE WEST 30.00 FEET OF SAID TRACT 60; THENCE S 00 °53'21 "W, ALONG SAID EAST LINE, A DISTANCE OF 88.82 FEET TO THE POINT OF BEGINNING. Portion of Assessor's Tax Parcel No. 7340600926 Page 2 of 4 Easement for On -site Storm Drain Line.Initials: Grantor Grantee An exclusive perpetual Water Line Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: STORM DRAIN LINE EASEMENT OVER PORTION OF LOTjOF SHORT PLAT L06 -032 LEGAL DESCRIPTION OF ON -SITE STORM DRAIN EASEMENT AREA: THE NORTH 5.00 FEET OF THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51°19'07"W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTH 88.825 FEET OF SAID TRACT 60; THENCE S 89 °17'51 "E, ALONG SAID NORTH LINE, A DISTANCE OF 111.98 FEET; THENCE S 00°46'11"W 88.82 FEET T A POINT ON THE SOUTH LINE OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID SOUTH LINE, A DISTANCE OF 28.69 FEET TO THE POINT OF BEGINNING 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drain Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee and grantee shall install said Storm Drain Line at an equally divided cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Storm Drain Line equally. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Storm Drain Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee and Grantor herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Page 3 of 4 Easement for On -site Storm Drain Line.lnitials: Grantor Grantee Talat Botros, Grantor STATE OF WASHINGTON ) COUNTY OF KING ss. Talat Botros, Gran e I certify that I know or have satisfactory evidence that 744 r Bo 7Z o.r is the person who appeared before me, and acknowledged thepshe /they signed this instrument and acknowledged it to bers /their free and voluntary act an deed for such party for the uses and purposes therein mentioned in the instrument. Iljr_; , day of WO ea • • • jq SOAR alb - , 2007 Notary Signature Easement for On -site Storm Drain Line.Initials: Grantor Title /+ Residing at AlAra My Appointment Expires: 4 : 7 V/.r /iP° Notary Signature Title Residing at My Appointment Expires: Page 4 of 4 Grantee EXHIBIT LOT #1 HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17420 116TH AVE. S.E., RENTON, WA 98058 TEL: 425- 235 -8440 FAX 425 - 235 -0266 „ TALAT BOTROS SHORT PLAT L06 -0320 / EASEMENTS / / v) "1 I I ZO o Cn / / 1 N �I N' '' �'1i : \ w LOT _ 4 4 �� 11 # t` PRIVATE ROAD ESM'T. \�� ~ fI e7 REC. No. 2991900 � w'I >I 1" = 30' ~ 15' PRIVATE ACCESS � ESM'T. FOR LOT 2 nt- ----- 0 1 \ \ - 5" PRIVATE STORM I I ESMT ( � % 4 .�ao 0 0— 1\\ 1 1 -- I W I W 3 q0 � — ` ` = I I � LOT #2 �'m I c � LOT I o #2 EXPIRES: 1/31/08 2 ) ) 9/0t . LATEST REVISION: 02/19/07 20070524001994 WHEN RECORDED RETURN TO: Talat Botros 7715 113 Ave SE New Castle, WA 98056 FILED FOR RECORD AT REQUEST OF: Reference # Grantor: TALAT BOTROS Grantee: TALAT BOTROS Grantor Legal Description: LOT 1 LEGAL DESCRIPTION: PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L06 -032 1 THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 30.00 FEET TO A STONE MONUMENT, AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING S 87 °17'51 "E, ALONG SAID SOUTH LINE, A DISTANCE OF 129.95 FEET; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51 °19'07 "W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTHE 88.825 FEET OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID NORTH LINE, A DISTANCE OF 46.48 FEET TO THE EAST LINE OF THE WEST 30.00 FEET OF SAID TRACT 60; THENCE S 00 °53'21 "W, ALONG SAID EAST LINE, A DISTANCE OF 88.82 FEET TO THE POINT OF BEGINNING. Portion of Assessor's Tax Parcel No. 7340600926 Page 1 of 4 Easement for Access & Utilities. Initials: Grantor Grantee LX&',aSE TAX NOT REQUIRED / Co.Rec Damon Ey ii , ,/ ►, rt . _4! DeR4 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: LOT 2 LEGAL DESCRIPTION: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51°19'07"W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTH 88.825 FEET OF SAID TRACT 60; THENCE S 89 °17'51 "E, ALONG SAID NORTH LINE, A DISTANCE OF 111.98 FEET; THENCE S 00 °46' 11 "W 88.82 FEET T A POINT ON THE SOUTH LINE OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID SOUTH LINE, A DISTANCE OF 28.69 FEET TO THE POINT OF BEGINNING Portion of Assessor's Tax Parcel No. 7340600926 Page 2 of 4 Easement for Access & Utilities. Initials: Grantor Grantee An exclusive perpetual Ingress, Egress and Utility Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: INGRESS, EGRESS AND UTILITY EASEMENT OVER PORTION OF LOT 1 OF SHORT PLAT L06 -032 LEGAL DESCRIPTION OF INGRESS, EGRESS AND UTILITY EASEMENT AREA: AN EASEMENT 15 FEET IN WIDTH, LYING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID DESCRIBED LOT 1; THENCE S 00 °53'51 "W, ALONG THE WEST LINE OF SAID LOT 1, A DISTANCE OF 7.50 FEET TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE S 89 °17'51 "E, PARALLEL WITH THE NORTH LINE OF SAID LOT 1, A DISTANCE OF 47.24 FEET TO THE EAST LINE OF SAID DESCRIBED LOT 1, AND THE TERMINUS OF SAID EASEMENT CENTERLINE. 2. This easement is for the sole purpose of the construction, use and maintenance of a Ingress, Egress & Utility Easement, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install any improvements in said Ingress, Egress & Utility Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Ingress, Egress & Utility Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Ingress, Egress & Utility Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantor Page 3 of 4 Easement for Access & Utilities. Initials: Grantor Grantee 7 Oa Talat Botros, Grantee • STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that �AG4 7 ?Rol is the person who appeared before me, and acknowledged the he /she /they signed this instrument and acknowledged it to be his/hers /their free and voluntary act an deed for such party for the uses and purposes therein mentioned in the instrument. DATED this 24 day of A9? 2007 1* i ▪ %t OVAAY ••••4).■ - Title r euBO' /C. %vC - $� Residing at vNy 'SF WAS.10 Notary Signature My Appointment Expires: Notary Signature g " °V; S Title Residing at My Appointment Expires: Page 4 of 4 Easement for Access & Utilities. Initials: Grantor Grantee EXI- IBIT "A" m 2 TALAT BOTROS SHORT PLAT L06 -032 o EASEMENTS /(nc" 1<c T 0 JN Z I L 41 1-/ U) LOT m #1 0 0 I PRIVATE ROAD ESM'T. N REC. No. 2991900 � , . J7 \ in 1 1 - -- _I- 15' PRIVATE ACCESS ESM'T. FOR LOT 2 f_— inI o 0 • FrTVATE STORM T FESMT � M o0 I S co N I LOT # 0 I ,- I o I C I LOT LOT #1 HANSEN SURVEYING 1 N 1 " = 30' L LAN LAND SURVEYORS & CONSULTANTS 17420 116TH AVE. S.E., RENTON, WA 98058 EXPIRES: 1/31/08 1 / ) 9/0 TEL: 425- 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 02/19/07 20070524001992 WHEN RECORDED RETURN TO: Talat Botros 7715 113 Ave SE New Castle, WA 98056 FILED FOR RECORD AT REQUEST OF: Reference # Grantor: TALAT BOTROS Grantee: TALAT BOTROS Grantor Legal Description: LOT 2 LEGAL DESCRIPTION: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 00 ° 32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51°19'07"W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTH 88.825 FEET OF SAID TRACT 60; THENCE S 89 °17'51 "E, ALONG SAID NORTH LINE, A DISTANCE OF 111.98 FEET; THENCE S 00°46'11"W 88.82 FEET T A POINT ON THE SOUTH LINE OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID SOUTH LINE, A DISTANCE OF 28.69 FEET TO THE POINT OF BEGINNING Portion of Assessor's Tax Parcel No. 7340600926 Easement for Sewer Line. PRIVATE SANITARY SEWER LINE EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L06 -032 Page 1 of 4 Initials: Grantor Grantee 20070524001992 TAX NOT REQUIRED Klog Go. Rocas Division THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: LOT 1 LEGAL DESCRIPTION: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 30.00 FEET TO A STONE MONUMENT, AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING S 87 °17'51 "E, ALONG SAID SOUTH LINE, A DISTANCE OF 129.95 FEET; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51 °19'07 "W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTHE 88.825 FEET OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID NORTH LINE, A DISTANCE OF 46.48 FEET TO THE EAST LINE OF THE WEST 30.00 FEET OF SAID TRACT 60; THENCE S 00 °53'21 "W, ALONG SAID EAST LINE, A DISTANCE OF 88.82 FEET TO THE POINT OF BEGINNING. Portion of Assessor's Tax Parcel No. 7340600926 Page 2 of 4 Easement for Sewer Line. Initials: Grantor Grantee An exclusive perpetual Water Line Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: SANITARY SEWER LINE EASEMENT OVER PORTION OF LOTI,OF SHORT PLAT L06 -032 LEGAL DESCRIPTION OF SANITARY SEWER EASEMENT AREA: AN EASEMENT 10 FEET IN WIDTH, LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT CENTERLINE: COMMENCING AT THE NORTHEAST CORNER OF SAID DESCRIBED LOT 2; THENCE N 89 °17'51 "W, ALONG THE NORTH LINE OF SAID LOT 2, A DISTANCE OF 48.01 FEET TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE S 00 °00'00 "W 58.09 FEET TO THE SOUTH LINE OF SAID LOT 2, AND THE TERMINUS OF SAID EASEMENT CENTERLINE. 2. This easement is for the sole purpose of the construction, use and maintenance of a Sanitary Sewer Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Sanitary Sewer Line at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Sanitary Sewer Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Sanitary Sewer Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantor Page 3 of 4 Easement for Sewer Line. Initials: Grantor Grantee Talat Botros, Gran ee STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that 7 ' 4 - 807 -Rev. is the person who appeared before me, and acknowledged th 'she /they signed this instrument and acknowledged it to berg?/hers/their free and voluntary act an deed for such party for the uses and purposes therein mentioned in the instrument. DATED this'' day of ,/t/fAy Notary Signature Title //++� Residing at le 6 C10vNr'y My Appointment Expires: o/r%f/tocur Notary Signature Title Residing at My Appointment Expires: Page 4 of 4 , 2007 / 4e Easement for Sewer Line. Initials: Grantor Grantee x 0 In E-+ PRIVATE ROAD ESM'T. EXE TALAT BOTROS SHORT PLAT L06 -032 EASEMENTS REC. No. 2991900 \;n ■ 1 - —1- 1 — z =r- 15' PRIVATE ACCESS ESM'T. FOR LOT 2 5 LOT #1 HANSEN SURVEYING :IBIT "A" i � u 1/ r ' w I LOT m # N I al 1" = 30' O ' - _----- a � d STORM 1 I ESMT i o 5' co I M I LOT #2 `' o 0 �; C" LOT IaI #2 O LAND SURVEYORS & CONSULTANTS 17420 116TH AVE. S.E., RENTON, WA 98058 TEL 425 - 235 -8440 FAX 425- 235 -0266 LATEST REVISION: 02/19/07 20070524001993 WHEN RECORDED RETURN TO: Talat Botros 7715 113 Ave SE New Castle, WA 98056 FILED FOR RECORD AT REQUEST OF: Reference # Grantor: TALAT BOTROS Grantee: TALAT BOTROS Grantor Legal Description: LOT 1 LEGAL DESCRIPTION: PRIVATE WATER LINE EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L06 -032 Portion of Assessor's Tax Parcel No. 7340600926 Page 1 of 4 Easement for Water Line. Initials: Grantor Grantee 20070524001993 THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 30.00 FEET TO A STONE MONUMENT, AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING S 87 °17'51 "E, ALONG SAID SOUTH LINE, A DISTANCE OF 129.95 FEET; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51 °19'07 "W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTHE 88.825 FEET OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID NORTH LINE, A DISTANCE OF 46.48 FEET TO THE EAST LINE OF THE WEST 30.00 FEET OF SAID TRACT 60; THENCE S 00 °53'21 "W, ALONG SAID EAST LINE, A DISTANCE OF 88.82 FEET TO THE POINT OF BEGINNING. EXCISE TAX NO REQUIRED THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: LOT 2 LEGAL DESCRIPTION: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 00 °32'54 "E 30.74 FEET; THENCE N 89 °17'51 "W 69.38 FEET; THENCE N 04 °53'32 "W 16.91 FEET; THENCE N 51 °19'07 "W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEET TO THE NORTH LINE OF THE SOUTH 88.825 FEET OF SAID TRACT 60; THENCE S 89 °17'51 "E, ALONG SAID NORTH LINE, A DISTANCE OF 111.98 FEET; THENCE S 00°46'11"W 88.82 FEET T A POINT ON THE SOUTH LINE OF SAID TRACT 60; THENCE N 89 °17'51 "W, ALONG SAID SOUTH LINE, A DISTANCE OF 28.69 FEET TO THE POINT OF BEGINNING Portion of Assessor's Tax Parcel No. 7340600926 Page 2 of 4 Easement for Water Line. Initials: Grantor Grantee An exclusive perpetual Water Line Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: WATER LINE EASEMENT OVER PORTION OF LOT 1 OF SHORT PLAT L06 -032 LEGAL DESCRIPTION OF WATER EASEMENT AREA: AN EASEMENT 10 FEET IN WIDTH, LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID DESCRIBED LOT 1; THENCE S 00 °53'51 "W, ALONG THE WEST LINE OF SAID LOT 1, A DISTANCE OF 29.45 FEET TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE N 87°36'12"E 49.27 FEET TO THE EAST LINE OF SAID DESCRIBED LOT 1, AND THE TERMINUS OF SAID EASEMENT CENTERLINE. 2. This easement is for the sole purpose of the construction, use and maintenance of a Water Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Water Line at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Water Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Water Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantor Talat Botros, Grantee Page 3 of 4 Easement for Water Line. Initials: Grantor Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that ��4 A7 deco 7X of is the person who appeared before me, and acknowledged theme he /they signed this instrument and acknowledged it to 1 hers /their free and voluntary act an deed for such party for the uses and purposes therein mentioned in the instrument. DATED this .2' of of ll ►►► , ,,, .� p N' tAr¢ �v Notary Signature * ' • A"; 7A ▪ �►OTARO► Title p Residing at � . c./.'* y VA 41.0 M t R � 07 $6 My Appointment Expires: C / Z.-a:Pc,8 i 4 ii i' OF ► W ri �. Easement for Water Line. AfAr Notary Signature , 2007 Title Residing at My Appointment Expires: Page 4 of 4 Initials: Grantor Grantee Z 0 cn EXI= =IBIT "A" TALAT BOTROS SHORT PLAT L06 -032 EASEMENTS T 4i� wI LOT if 0 PRIVATE ROAD ESM'T. � I N REC. No. 2991900 WI ~ I 15' PRIVATE ACCESS ESM'T. FOR LOT 2 ;TA----- up ' 5 • 0 0 nj ��— 11— I w I .-5'0T co \ — `t = I w cr) L O T #2 0 �o ICI LOT I #2 0 LOT #1 HANSEN SURVEYING 1 N 1" = 30' i LAND SURVEYORS & CONSULTANTS 17420 116TH AVE. S.E., RENTON, WA 98058 TEL 425 - 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 02/19/07 20070208001137 WHEN RECORDED RETURN TO: Talat Botros 7715 113 Ave SE New Castle, WA 98056 FILED FOR RECORD AT REQUEST OF: Reference # Grantor: DAVIS & ROBINSON, INC Grantee: TALAT BOTROS Grantor Legal Description: Grantee Legal Description: 111111 11 1111111111 11 111 11 111 20070208001137 BOTROS OF 008 EAS 37.00 02/08/2007 13:03 KING COUNTY, WA PRIVATE STORM DRAINAGE EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L06 -032 LOTS 1 AND 2 OF CITY OF TUKWILA SHORT PLAT NO. L03 -073, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20060208900004, RECORDS OF KING COUNTY,WASHINGTON. Assessors Tax Parcel Nos: 7340600932 & 7340600930 q B THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 60, RIVERSIDE INTERURBAN TRACTS; THENCE N 89 °48'E 30 FEET TO A STONE MONUMENT, THE TRUE POINT OF BEGINNING; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF TRACT 60 OF SAID TRACTS, 88.825 FEET; THENCE N 89 °48'E 158.46 FEET; THENCE S 00 °00'43 "E 88.825 FEET, TO A STONE MONUMENT ON THE SOUTH LINE OF TRACT 60; THENCE S 89°48'W 158.645 FEET, ALONG THE SOUTH LINE OF TRACT 60 TO THE POINT OF BEGINNING. Assessor's Tax Parcel No. 7340600926 Page 1 of 4 Easement for Storm Drain Line. Initials:MOGcantor Grantee EXCISE TAX NOT REQUIRED Co.R BY �� it /�� THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 60, RIVERSIDE INTERURBAN TRACTS; THENCE N 89 °48'E 30 FEET TO A STONE MONUMENT, THE TRUE POINT OF BEGINNING; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF TRACT 60 OF SAID TRACTS, 88.825 FEET; THENCE N 89 °48'E 158.46 FEET; THENCE S 00 °00'43 "E 88.825 FEET, TO A STONE MONUMENT ON THE SOUTH LINE OF TRACT 60; THENCE S 89 °48'W 158.645 FEET, ALONG THE SOUTH LINE OF TRACT 60 TO THE POINT OF BEGINNING. An exclusive perpetual Storm Drainage Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: LEGAL DESCRIPTION OF EASEMENT AREA: THAT PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NO. L03 -073, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20060208900004, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: AN EASEMENT 5 FEET IN WIDTH LYING 2.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 2.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 00 °37'49 "E, PARALLEL WITH THE WEST LINE OF SAID LOT 1, A DISTANCE OF 49.64 FEET; THENCE N 19°13'11"E 67.9 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID LOT 1, AND THE TERMINUS OF SAID DESCRIBED EASEMENT CENTERLINE. Page 2 of 4 Easement for Storm Drain Line. Initials: f— Grantor Grantee TOGETHER WITH: THE NORTH 20 FEET OF THE WEST 5 FEET OF LOT 2, CITY OF TUKWII.A SHORT PLAT NO. L03 -073, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20060208900004, RECORDS OF KING COUNTY, WASHINGTON. ALL SITUATE IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drain Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drain Line at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Storm Drain Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Strom Drain Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Page 3 of 4 Easement for Storm Drain Line. Initials: •'grantor Grantee Talat Botros, Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that I v I ak 4 %e,l.V A 06 kr9 is the person who appeared before me, and acknowledged the he /she /they signed this instrument and acknowledged it to be his/hers/their free and voluntary act an deed for such party for the uses and purposes therein mentioned in the instrument. DATED this / day of / -e,6 /u a-€1_ , 2007 JUDY D. ZENTNER NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES JANUARY 29, 2008 otary gnature _ Title Residing at My Appointment Expires: /9/ STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) �-y� Q I certify that I know or have satisfactory evidence that /k t iS ros is the person who appeared before me, and acknowledged the he /sheAkey# signed this instrument and acknowledged it to be his/1her3keir free and voluntary act an deed for such party for the uses and purposes therein mentioned in the instrument. DATED this 2 ci day of Fibr , 2007 a. nea,o G e. A. Notary Signature PJ �ss►oN L-'o v �OTAgy 9N•: Title ''''' Residing at Re/1/70h N '. PUBLIC ! _ v i ^7;:•... 6 6 . •: '� J My Appointment Expires: 16' /6-08 t,�� 1,,F`WASN` _, Page 4 of 4 Easement for Storm Drain Line. Initials: Grantor Grantee EXHIBIT "A" TALAT BOTROS SHORT PLAT OFF -SITE DRAINAGE EASEMENT LEGAL DESCRIPTION LEGAL DESCRIPTION OF ENTIRE PROPERTY: LOT 1 AND LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L03 -073, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20060208900004, RECORDS OF KING COUNTY,WASHINGTON. LEGAL DESCRIPTION OF EASEMENT AREA: THAT PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NO. L03 -073, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20060208900004, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: AN EASEMENT 5 FEET IN WIDTH LYING 2.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE S 89 °17'51 "E, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 2.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 00 °37'49 "E, PARALLEL WITH THE WEST LINE OF SAID LOT 1, A DISTANCE OF 49.64 FEET; THENCE N 19°13'11"E 67.9 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID LOT 1, AND THE TERMINUS OF SAID DESCRIBED EASEMENT CENTERLINE. TOGETHER WITH: THE NORTH 20 FEET OF THE WEST 5 FEET OF LOT 2, CITY OF TUKWILA SHORT PLAT NO. L03 -073, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20060208900004, RECORDS OF KING COUNTY, WASHINGTON. ALL SITUATE IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. EXPIRES tfdly, r Dl EXHIBIT "B" TALAT BOTROS SHORT PLAT OFF —SITE DRAINAGE EASEMENT 10' SANI. SEWER ESMT / / 1/AFN 9008200765 LOT - #1 5' WIDE STORM DRAIN EASEMENT O p Itib 19' 4 QC) 4 2 LOT #2 October 19, 2006 Talat Botros 7715 113 Ave SE New Castle WA 98056 RE: L06 -032: 2 -Lot Short Plat 13232 & 13228 37 Ave. S Dear Mr. Botros: The Short Subdivision Committee has completed review of your short plat application (L06 -032) and determined that it complies with all applicable City code requirements. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. KD • City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION • PRELIMINARY APPROVAL CONDITIONS Page 1 of 5 October 18, 2006 Steven M. Mullet, Mayor 1. Provide a draft copy of the Private Ingress /Egress & Utility Easement across Lot 1 for the benefit of Lot 2. This shall be a separate document from the Final Short Plat map and be recorded at King County. The language for the easement should be clear on who will maintain the paved driveway and installed utilities, if applicable. 2. Provide a draft copy of the Private Sanitary Sewer Easement across Lot 2 for the benefit of Lot 1. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. The language for the easement should be clear on who will maintain the sanitary sewer paved driveway and installed utilities, if 6300 Sort centerra!evara, Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 applicable. (Verify with Val -Vue Sewer Dist., if there is an existing easement across parcel nos. 0926, 0925, & 0930). 3. Provide a draft copy of the Private Water Easement across Lot 1 for the benefit of Lot 2. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 4. Provide a draft copy of the Private Storm Drainage Easement across Majestic Homes Lot 1 (parcel no. 734060 -0930) for the benefit of the Botros Short Plat. The language for the easement should be clear on who will maintain the storm drainage line. This document shall be recorded prior to recording of the Final Short Plat Map. 5. Provide a draft copy of the Private Storm Drainage Easement across Niehoff property (parcel no. 734060 -0925) for the benefit of the Botros Short Plat. The language for the easement should be clear on who will maintain the storm drainage line. This document shall be recorded prior to recording of the Final Short Plat Map. Fire Protection 6. Existing fire hydrant at driveway entrance (at a minimum) will require guard posts. Install the guard posts per City standard detail WS -14 — see enclosed. Fire Department will determine required width of driveway and if location of fire hydrant is acceptable. Short Plat Map 7. Revise sheet 1 of 1, as applicable — see enclosed. 8. Legal Descriptions for new lots should include (Subject to an easement for ingress /egress ) etc. and/or (Together with an easement for Water - - - -) etc. Short Plat Site Development Plan • • 9. Show and label the proposed 20' paved driveway to serve lots 1 & 2. Correct the Hansen Surveying Short Plat map dated January 3, 2006. Provide driveway section and profile, proposed contours and spot elevations, and show connection to existing pavement within 37 Ave. South. 10. Install all required site improvements as shown on the Hansen Surveying Short Plat map dated January 3, 2006. Verify how lot 2 cars will park, without turning outside the easement on lot 1. 11. Show and label proposed storm drainage system, including all catch basins and storm pipes. 12. Show and label existing sanitary sewer system on plan sheet — see enclosed. 13. Show any retaining walls on site plan, if applicable. KD Q:\Short Plats \L06- 032Preliminary approval.doc Page 2 of 5 October 18, 2006 14. Provide cut/fill quantities on site plan. Miscellaneous Comments • • A. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Right -of -Way. Plans shall be signed and stamped by a Washington State Licensed Engineer. B. Driveway(s) shall be a maximum of 15% slope and provide for storm drainage. C. Verify that Lot 1 address is 13232 and Lot 2 is 13228. D. Civil site plans shall be designed per City of Tukwila standards, details, and specifications. E. An Infrastructure Design And Construction Standard Manual is available at the Public Works Department and on the City Web -site. F. Rockeries higher than 4' shall be structural walls and designed and stamped by a Structural Engineer. Contact City Building Department for further requirements. (If applicable) General G. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179. H. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Separate easement document with legal descriptions for any common access /utility infrastructure. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the KD Q:\Short Plats \L06- 032Preliminary approval.doc Page 3 of 5 October 18, 2006 Appeal materials shall include: Expiration • • Notice of Decision (October 19, 2006) The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Public Works Director. A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. f. The final approved short plat must be filed with the King County Department of Records by October 19, 2007, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording KD Q:\Short Plats \L06- 032Preliminary approval.doc Page 4 of 5 October 18, 2006 • • The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Sincerely, Jac Pace Acting Chair, Short Subdivision Committee Enclosures: Site Plan Civil Drawing Samples KD Q:\Short Plats \L06- 032Preliminary approval.doc Page 5 of 5 October 18, 2006 1/4, OF THE NW 114 O F SEC. CITY OF TUKWILA, WASHING 2' HIGH ROCKERY FOR TREE WELL EXISTING CURB. GUTTER AND SIDEWALK DPROX. UMITS OF FILL FOR SIDEWALK. (TYP.) APPROXIMATE LOCATION EXISTING WATERIv1AIN 20' REVERSE SLOPE DRIVEWAY CURB CUT PER KCRS DWG No. 3 -005 RELOCATE EXISTING UTILITIES AS NEEDED, (1 v '.) REMOVE EXISTING SIDEWALK & ROCKERY ALONG FRONTAGE 0 REPLACE W /5' SIDEWALK —SEE DETAIL 20' REVERSE SLOPE DRIVEWAY CURB CUT PER KCRS DWG No. 3 -005 AWCUT EX. CURB,GUTTER & ,IDEWAU< ® NEAREST JOINT, (rm.) q TELEPHONE BOX EIIT N 6 I EXISTNG RY, SH EXIT HOL • 5' SIDEWALK 1" UP REVERSE SLOPE DRIVEWAY APRON 0 –3.00% rn N c; N N W U > m • PVI STA = 0 +10 PVI ELEV = 275.89 -- 20' VC — O O + O In U > m 4 .009; 0) M N N W W 0 N + 0 0 W REMOVE EXISTING NEW 4 THICK (5" 0 DRIVEWAY) 3' SIDEWALK & 5' CONCRETE SIDEWALK PER KCRS ROCKERY EXISTING CURB & 2.0% GUTTER TO REMAIN N • EXISTING GROUND 0 C/L 7 N N N 0 FRONTAGE SIDEWALK SECTION NTS PROPOSED DRIVEWAY GRADE 0 C/L A -A DRIVEWAY LANDING SECTION HORIZ. SCALE: 1" =20' VERT. SCALE: 1 =5' N 1` TREES TO BE SAVED (TYP.) EXISTING GROUND D SAND AND GRAVEL CB -6, • ATH MINIMUM 24 INCHES DEEP SUMP GRAVEL CB -19, OR EQUAL IIN MINIMUM 24 INCHES DEEP SUMP AND GRAVEL 54. INCHES PRECAST i1ITH MINIMUM 24 INCHES DEEP SUMP AND GRAVEL 72 INCH PRECAST CATCH STRUCTURES SHALL BE AS CITY OF TUKWILA STANDARDS 'E FEET (RIM TO INVERT) ;AFETY MANHOLE STEPS OR A \ STANDARDS. COVERS SHALL BE CAST IRON ' OF TUKWILA STANDARDS. .YMPIC FOUNDRY CO. NO. SM60 D/T OR 'MPIC FOUNDRY CO. NO. SM50 -SL OR R - OLYMPIC FOUNDRY CO. NO. SM605 )LYMPIC FOUNDRY CO. NO. MH30 \L. "OUTFALL TO STREAM - DUMP -IALL BE MARKED "DRAIN ". FEET FROM SURROUNDING \TE DRAINAGE. OVERFLOW ELEV. = 242.25 to -. • 6" MIN. ycy111,aCE 20' 0' EASEMENT 2% VI SS I FM DRIVEWAY SECTION NTS ..�i._ IT NEW rP \ ..E:y T Gi:NG ';Cuit~ 2" CLASS 'B' ASPHALT CONCRETE 1 1/2" - 5/8" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" - 1 1/4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE 24" MIN. COMPACTED DEPTH STRUCTURAL FILL LOCKING GRATE RIM = 244.0± STEPS OR STEEL LADDER. SEE DWG. 2 -006 NOTE: ALL STORM DRAIN UNLESS OTH£R'MSi ALL GRATES SHALL OTHERWISE SPECIF i ROCK WALL, PLANTINGS, OR OTHER SURFACE OBSTRUCTIONS 6 • PLAN 4' MIN. l``''`''`irc✓`fc< I "Is' 18" MIN. AREA OF LEVEL GROUND SURFACE NOTES: GUARD POST FIRE HYDRANT PER WS -13 GUARD POST ELEVATION 2 -1/2' -- i 1. GUARD POST SHALL BE EITHER CONCRETE FILLED STEEL PIPE (MIN. 4" DIA.) OR CONCRETE POST (MIN. 8" DIA.). 2. POSTS SHALL BEAT LEAST 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT LINE WITH ANY DISCHARGE PORTS. 3. POSTS SHALL BE 6 FEET LONG; 3 -1/2 FEET SHALL BE BURIED. 4. PAINTED FINISH SHALL BE FARWEST CASE YELLOW #3472. NOT TO SCALE City of Tukwila FIRE HYDRANT GUARD POST SHEET: WS -14 REVISION #1: 08.03 APPROVAL: B. SHELTON OUT= INSID REPAIRS DEPOSIT OWN HOUSE ADDRESS-2 NAME S.U3-DIYISION_. 092 " - ; , ! . ; ; • - ' ! i i I 1 i 1 •i !I i 7 1! ---I I I I. 1 -1 ; i .1. 1 I •I-• , I -1--, 'NO ■ i■ _ , , : 1 • i FT7 I i .1 ; lc- • .1 I_______ 1 22: 1 7-7 v ; 1 t• i. •1 l• ; : ; , • , : • • . • • i.i..±1,-- : - . : ; : . • • . ' 1 : i 1 - ; _•___,:. ,_ I I ,L•_.: ;____; 3_ i t _ _ 1 , ; ; I , ; , ; ; ; ._ L ,..:_;.,:_; ; 1 ! t ; ; ; •: ; ; ; : ; ; ; : .; i ; . . : 1 • • : : . _ : : :_,_.:_.. : ___:_; • ' 1 : : : ' • ; ; ; I . • : . ; : . 71 I I : t .1 ; ! !___! 1 i i • ti___:11;;;•.___-- ; _ - 7, - ; I Li_l_l_t_LJ !____!-._'_ 1111111fflarma.an. i.ii.iii!..i• 111111111W N111111WANINI Aiimipr , 4._.... : _.:._1_ .1_i_J__4.....;._•;_l:_l_____L__Li---1_4--1-4L:!_•.L_Lt___t_____;_.... • ; :_:_i___:_._:--;-+-÷-H---L-:--;, : , ; . : : , : : : : ; : •; : -7.- EIPMF : , ' ; i ' t ; i 1 t i ' ... ; j___L__.;_•,...4 ! 1 -::=____ LI... _ ___;;..9:._. T ;__1.2,.. : .."'SO Imarr _. .., r...0 ,.....,.._ • • . .• . VAL VUE SEWER DISTRICT APPLICATION FOR SIDE SEWER PERMIT -• - - - jLb ; I' i• ; ' • I • • I ; • ' , • , . . I 1 1 • • - t . • DISTRICT APPROVAL BY P-L114C-444.---- DATE- . ir? r",•-.DA-77 ; • • ; • ; t I namn N OJ/b E.,1,SE4E:rr N a__ CAA:: N. DATE_ .1 1 • 1 : ; • • • • i 1 : I ! ; - • •• ---•.-.1- _.• •-- I ii• • ; • : • : , • it ; ; : . 1 : i : ;III • . • • 1 . . • • • - - : - .1- • : ---:-.' --.- • • 1 • • • • • • • • - -. . . . . . ' . '... ...... ' . . . : . . . . . . • • • • ! • . . 1 r 1 : I • - • • t : . ,. : .. .: • .. _ . . . . • • • , : „ . „ . : •-• • •: • • . . . . . • „ . r-T . . . . ; -- .. • .•. • .... • • I HERE3Y CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO SACKFUL . . . 0 ATE ... ......... ... CITY OF TUKWILA, WASHINGTON TALAT T A T nl 1T 'Sc. SHORT PLAT CITY OF TUKWILA APPROVALS: R.deeed ate Gym= by the Shari S•AMd• CanNlt . and h.by afuew tl,a day at 2006. DEPARTMENT OF ASSESSMENTS Erm,2,ed mil 00010010 tl1b Oey d 2D_ RECORDING NO. VOL/PAGE Ames SCALE: l hash • SO R lure t , , 1 I -- 0 Deputy Ammar PORTION OF SE 1/4 OF THE NW 1/4, Sec. 15 T.23N R. 4E OwFpe.at. Shed St•dlWlm CeaenNtf• =aunt Number FOUND MEN N CASE S 130TH ST •• Vim --�' N 05 —� – 41271:13 ,: -12-05 vi I G .h LEGEND SS SANTA= WIER SD STORM 9:+eA 101 V WA= BMWs m GAS VK1E m WATER VALVE E HAIFA lawn V FEE N70RANT V FIRE ERAN ;POST 011040R , •SEWER SIN al VAtaYA`M • t I WARIER mom 0 FFO 1101E N CASE 0 FT/D RtOP. OOIt As MOTOR • 1/2' 1A R/CAP I21181 TO EC SET •50A0 • SPOT ELLVADDI N 1N ., _ .. \ • A . I • r 1' = 30 0 30 ' 80 ' eSegnaiil / =GED 12 -12-w l ifqtriL4f i lnt: 1 101:1;1 s� 9 _ / �� J°1ta i1 Mgga;j FF 1 I itill itql:111 ,s13111: 2pfiti sift lif:P I I thi II oqiiiie ITT &pi kills !h l l f Riii s ' Wk # ■ 30' t "• ITS OM 10{ 30 ' BENCH MARE DAME DAE IMO 00 CM Of TU NLA PK OUA OF =MET N1ERgL'11O1L ELEVATION SOUTH AND S217N iJO1N SHEET. •/ ft 60 - NENCEi, GERALD PRIVATE ROAD ESCT 1 N 100,000 y 77000 °� • I APPROX. LOCATION • 1C PRIVATE gRR E9FT. FOR 'Or 1 �w 6 .S 4 ° 1 e , _.11. _ CO _ - • t a s KNIa1C t AIEA 15 PRIV' Y •: / E9' T. FOR ( ti •6. . ' DG " s Sl1YOr 15146 ` t '. •4 A 1 BASS OR TEAMS Is DIE FLAT 0► CASCADE MEAL REC. Ns 20030520 003305 MONK 13471E BOUNDARY SQIAIE FO03 SP.. f W 0.32 AGES 4/- OTAGE • 14.0 • b ; + I � : i t. ' S1� " •�_�,; Jul , I • . 1 _`- ` • Da nn jl NOUSE \ I► ,- FF. 177.2 ?-; r ' , t� 3.015 ' � I: e Q i 12 i 0 . 1 6 i ) pp t 1 • DISING � I r I15: e 9a I � ' __ . - 4 ' L. 50. �.• paint ' sI LOT l 7 , 058 ,' r I . 41. %{2 ', SCE. FT. ','% O A R � g ` Nt 'l t6r t t INK, , , ,. i ! , i� , + Nt SERGE CAPITAL NC $ �� y, '.\ ` •. I g ... I VICINITY (NOT .1 � ' r 7 s ` �. 4 % nl ^ ` 1 " . MAP TO SCALE) , _ v 1 _ \ .u . �.. ro ` •_ �\. I y , i 00'1 . E 15164 7 ,, \,'�•. � , i i i - TYPICAL 9 I 1 I TRACT � �+: ,21.1 N C 218 Ld! `' H t 7 ' TEACT' r 9 ,; CATONER 1000. EMI a JANET LINE TABLE ' IOT 1 6 00 p L IIE IO N 10 1pE. A r Eg g j - C \ I ' P�\ NAM OF I R ,p A N T PAOC M N lOfle OOINi1; 11A9swIg0yLp {OL�SOt0O1�Dp1p0�My�MT AT AC IA 130117 151/R!: 6pAD 0 00. A D6TAilli Of 2000 FOID W4 310E YONUEIR SAD SOON IS A DISTANCE DISTANCE CE 170.1 FEED t!�F3.i�_L' 7L�• MIMI R. IfiIYFtII �•_3M IL '='- x.71 MLU l� M __ _ _ 0 \ 0 \ \ be; I LOT A 0 I \ 1 0 l TTOOADE NORM LEILOF A r E l �r°i is n160L tasr 05 > a0SJ21" R /1010 WO EAST UR A =STAN Cr 0002 FEET W DE PONT OF DEOSNIf. 2 I PaIAITRS PAFE-71, N I ON T GOUIIY M9aI0M9aI010L 0 N1 T � � If�AN R � A F T AC 11 � F75 11R � 3 .� IECOEID N • AT ALEN TIE OST COME F RK7T Kr A MALE Or 15006 RE'r M 111 ORE POST •• N .. ,t E AD � EE 7 83 { 000U0OII SAD • - NN2, v eILA pa pf • 61 t t IILO. pt t • • 30.02 M NORM l TIE MA OF Or 4110 TRACT 0q /I aO A / • V. K l0K A DISTANCE OF aF RLT 10 OE N .: am• POINT Or ENTIRE PROPERTY LEGAL DESCRIPTION MTION � VANE 10 R PTA r1� M ION 10 � W� OEOeFF3 1S FA,F 3D O F 12TT 10 SIOL YORRO ,Jlf M WIET PONT AID =Ma 70 111 !3f WE OF TRACT Op D• SAM TRACTS. 0602N TEAS "MI ONF 0p 0APU TO A ST= MONU ENT O OE MT 730615 FEET AIDALGITIC BOUDI UE Di iRACI VIST FONT PRO 132 i Bt'. COMM COMM 32 37T/1 ME a. DStA 11.49•1=11 00100 TAX PARCEL Nil: 734000070 00 WE DC UDD IO *5- U11IlD GN1 NOUN /N T BASED REED TO DE C RRE AiN pRAW N L NO ARE MO U MIST TO =MO PP PNIT O CdIS CALL 1- 000 -{24 -0056 FOR nor LOCATORS � RECORDER'S CERTIFICATE filed for record this day of 20 at. M H book of of pogo at the request of liar •• 5,,.,• nr Dowterl. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a eurvey made by me or under my direction In conformance with the requirements of the appropriate State and County Statute and Ordinance in DECEMBER, 2005 rArriIeo•,.1. Nn at IAA l� TALAT BOTROS SHORT PLAT . rj 13232 37TH AVE S, TUKWILA, WA 98168 i /G HANSEN SURVEYING TAW rUNTS701N • 170103131=11711 17120 al0® At 0 ®F L. 70R TD 0006 ate ..,Lf.-111 - .... ..,mss 2141 0 � 'a l'.44 3,,0 0 rem vale u-- B WC DAZE I [/03/2008 JOB AO. 1 213585.313 c®. By - -- SCASS BREIT `Pete' :: Ut'I Phone206- 551-40: Date: August 29, 2006 Revised November 30, 2006 Prepared by: ANSTEY ENGINEERING 2318 North 162 Street Shoreline, WA 98133 Phone: (206) 364 -0051 fax (425) 486 -0267 e -mail: benanstey @juno.com RECEIV"n rDEC 7n06 COMira DEVELONh1LNT v • I Botros Short Plat TECHNICAL INFORMATION REPORT TABLE OF CONTENTS Page Cover i Table of Contents ii Vicinity Map iii Drainage Report 1 -3 Downstream drainage plan 4 Storm Drain Plan 5 s 137TT 5 F66 140TH tnI r i K IE K ' 1 GI S 14267 • I I I S 142 5 5 _11677H 511 = 1 " - " --- ( s rt. 5 ( I 2 i HI 5 176TH A:J inch n 128TH' <l ST 4 1130TH ST t a `15: 130130TH PL 13151 � x.. 5 li • — ST H LAKE" REBA 1501)1 9T 15RA LAKE TAGQMq. Itit6kM47*11.. AIRPORT are TA L£ OF: (9XTERtO ' FOR AIRPORT it :110 177TH 5T 75TH 176TH S. 1 na S 167TH 57 ST 163RD (64 STRAW/ER 900: S- IISOTH Si 20 S 152ND ∎TTE �IMALE t W wan COkCOURSE A-0 P1 n RS Nul 17360, 174 i TERMtNNAL 000 j: ru 33RD 128TH 6 B / I g SEE P Am a25 AINIIIIMBEEIR .q. { Win ;Itil2si5ti T 78TH 1' ro7 11. F . PROJECT SUMMARY: • • This storm drainage technical information report has been prepared to address the City of Tukwila site development and storm drainage requirements for the proposed Botros Short Plat at 13232 — 37 Avenue South, in Tukwila, WA. The 0.32 acre site is located off of 37 Avenue South in Tukwila, WA. The project consists of the construction of a two lot short plat dividing an existing parcel which has two existing homes. An improved driveway will also be constructed on the site for access to 37 Avenue South. The site is steeply sloped from the west and south down to the east and north. All runoff from the site currently sheet flows down to the adjacent properties. Per the SMALL SITE DRAINAGE REQUIREMENTS of the 1998 King County Surface Water Drainage Manual storm drainage runoff will be dispersed over the vegetated lower slopes of the lots. The site will be approximately 18.5% covered by the roof and pavement. The rest of the site is covered with grass and trees and will mostly be left in the existing condition. Some new landscaping will be installed. The existing site has no storm drainage system and no storm water quality or quantity control. We are proposing to add only 825sf new impervious surface to the site for the development of the driveway. EXISTING SITE HYDROLOGY: The parcel is developed with trees, grass, and brush, two houses and gravel driveways, and is steeply sloped. The storm water runoff from the site infiltrates or sheet flows to the north or northeast where it is dispersed onto the adjacent properties. There is no evidence of any other on -site flows going off -site. The site does not receive off -site flows from the south or from 37 Avenue South on the west. One house has a 4 "0 pipe which discharges downspout and footing drain water toward the northeast corner of the site. DEVELOPED SITE HYDROLOGY: According to the City of Tukwila's Construction Standards for storm water management, the city does not requires storm water quantity and quality control for this project as there will only be 825 sf of new impervious surface added for the proposed development. We have proposed to collect all of the storm water runoff from the, roof and pavement areas with downspouts and catch basins. A new paved driveway extending at least 40 feet from the ROW of 37 Avenue South will be constructed. Runoff from the site will be collected by roof and footing drains and catch basins, and will be conveyed to dispersal trenches on the lower slopes of the lots. The dispersal trenches will be constructed per figures C.2.1.D and C.2.4.B of the KCSWDM. Should storm drainage collection system fail the water would be collected by the retaining wall drainage system at the retaining walls at the east end of the site or overflow onto the adjacent property as it does now. • • HYDRAULIC ANALYSIS: A 6"0 PVC pipe at a 2% minimum slope can pass approximately 0.43cfs Q= 0.2* (1.486/0.012) *(0.5/4) *(.02^0.5) = 0.43cfs Per the Rational Method the peak flow from the site will be: C= 0.6 for 6DU /GA = 2/0.33AC Area = 0.33 Acres I = (3.4in for 24 hr 25 yr Strom) * ((2.66 *6.5)O ^ - 0.65)= 0.53 Q= CIA = 0.6* 0.53 *0.33 = 0.1 cfs = peak runoff for 25 year storm UPSTREAM ANALYSIS: There is no evidence of direct off -site flows which enter or affect the site. The adjacent residences to the east and north are lower than the site. The property to the south does not drain onto the sites and 37 Avenue South to the west of the site has a curb which directs all runoff to the north. OFF - SITE All of the storm water from the roofs, footing drains and catch basins will be collected and discharged through a new storm drain to dispersal trenches to be constructed not less than 25 feet uphill from the east property line. No other accumulated or concentrated flows will exit the site. DOWNSTREAM ANALYSIS: • • No significant surface water runoff will be discharged off -site except by the new storm drain. If overflow should occur the water would sheet flow over the vegetated slope as it now does. There are no downstream effects anticipated from the proposed development. However, the proposed addition will improve the downstream conditions because of the improved control of storm water runoff to the piped drainage system. All roof, yard, and footing drains will be connected to 4 to 6"0 PVC pipe sloped at a minimum of 2% which will be routed to the proposed dispersal trenches on the lower slopes of the lots a minimum of 25 feet west of the east property line. Retaining walls near the east property line appear to have some drainage which would rout any seepage toward the storm drain manhole at the end of 38 Avenue South. The storm drain manhole at the end of 38 Avenue South drains east through a 24"0 CP to a vegetated swale east of 38 Avenue South. The flow then proceeds east through the vegetated swale to 40 Avenue South where it crosses through a 30"0 CMP and continues to the east through a vegetated swale. CONCLUSIONS AND RECOMMENDATIONS: The Botros Short Plat can be constructed on the site without changing the character of the drainage in the area. Storm water flow control will be provided by dispersal trenches that will disperse the storm drain runoff over the vegetated slopes of the site. This system will provide adequate storm water control per the KCSWDM Small Site Drainage Requirements. The site currently has no drainage system and is too small and steep for a pond to be installed and still have a useable lot_ Should overflow occur the water would continue to drain onto the existing vegetated slope as it now does. There will be no change to the existing system other than the system will now be provided with a piped drainage system with dispersal trenches to reduce erosion and better control water flow which will reduce the amount of erosion and pollution from the site. so ifflas - I. 1 .....i 1 011 i ■ CP a 1 :::: % ....L■... 1 • 4-' 1 ki ---2 7 ttnrs -A ....._— • 'i ' 44 VIVO .. 0 . J ? d 1 .... r-.. .s... i rrqi 1 1 -.1 NA • ••• MOOD ON•101.00.■ WO. ONNOC ••■••••■••■ 00 ••■■••••■ NO .404 ).) 3 5 TH . .11%. WEST LIN( OP c IV, 37 (Se' 1 • ; • j+ p .1 3 16 1 •10.1.1■10.• II/Met ••••• CY) • AL • • !.7 CI I p. t ' i t • ..ti.e L. ..e .:2 1.i_ A 6 :1.1..^ '..1 I 4 oA 0. 1 .. .... Q. —ea *:1 /3 , e '43 34 KO ere Lirej J.? ithce- C.3 ......±•••■= 01•••■•■■• 0 •■••••••■••• MI Hoq. T _40 r - 77777 - . - 77 1- ,co IT - ,..,.? 1.6 , .'.9.f 417r= , _ Cp ;•: , ri CI I i 1 I t 1,1 I t • 1 ..... ),,,--. • 5 ' I .... r .....•••'-''' r).V. li "361-12 XV..M • 188" RI VERVbf. _ cce• .+1 t--4 • 4( te: 0 ries 1 ". 9 . .. 1 • PZ ur IZ i r'l • I" ■ %al . p ..„... so ifflas - I. 1 .....i 1 011 i ■ CP a 1 :::: % ....L■... 1 • 4-' 1 ki ---2 7 ttnrs -A ....._— • 'i ' 44 VIVO .. 0 . J ? d 1 .... r-.. .s... i rrqi 1 1 -.1 NA • ••• MOOD ON•101.00.■ WO. ONNOC ••■••••■••■ 00 ••■■••••■ NO .404 ).) 3 5 TH . .11%. WEST LIN( OP c IV, 37 (Se' 1 • ; • j+ p .1 3 16 1 •10.1.1■10.• II/Met ••••• CY) • AL • • !.7 CI I p. t ' i t • ..ti.e L. ..e .:2 1.i_ A 6 :1.1..^ '..1 I 4 oA 0. 1 .. .... Q. —ea *:1 /3 , e '43 34 KO ere Lirej J.? ithce- C.3 ......±•••■= 01•••■•■■• 0 •■••••••■••• MI Hoq. T _40 r - 77777 - . - 77 1- ,co IT - ,..,.? 1.6 , .'.9.f 417r= , _ Cp ;•: , ri CI I i 1 I t 1,1 I t • 1 ..... ),,,--. • 5 ' I .... r .....•••'-''' r).V. li "361-12 XV..M • 188" RI VERVbf. _ cce• .+1 t--4 • 4( te: 0 10 EXISTING HOUSE FF= 153.7' 1 851 S.F. +/- 1,61.09 EXISTING HOUSE FF= 172.2' 9.5937 S.F. + /• Z 175.20. 176 L. W z 78 82 L84 [86 88 < 96.19 195.36 75.59 I vrl N NIEHUF F, GthCALU �.yPE /3 e . ' ` ? PRIVATE ROAD ESM'T. 734060 ^° i'"`' 3 sE 160 Qg REC. No. 2991900 CD CP O r • Q N 183.72 C O Ri1qrAJ 34kt` 20' PRIVATE ACCEtr ESM'T. Fi4 2 1 I 1 S 89'17 .93 \ CONC. WALL �T N „A T7'1 A /"1T } � ' 6 fl OA CA ol APPRQX86I WATER LINE itef °.°ATION 1 1 \ 1 14:6 6 ' 1. OIL TANK S`63 158.48 8f'e17' g 69.38' L0 # ij 6 0.16 � 0 SQ. . kIEJR / 16 ACRES 17'51" E 158.64' ` 1 ` I 1 \ 1 \ l -.2 CA 03 d) CA O) Cr 1J O CO o Z.. N n to 53.01 41 n I DJ.s PER -A AL. 154t62St'. \46.29 14745 10' PR$ATE E n/\/' E 7 .4 ESP LOT 1 co K ANAt.L Y C \ 417 X 148.67 X 158.11 J o 0 41328.69 528- -- ROCK WALL TYPICAL 7 !NT 15 # 1 S Q>• 54.61i T. 1 R 12s ACRES` � 04 NEW LOT LINE TYP. w 14156 �6 d 0� eo ti <r) W1152.07 c November 30, 2006 ANSTEY ENGINEERING 8627 NE 180 Street Bothell, WA 98011 Phone: 206 - 364 -0051 Fax: 425- 486 -0267 e -mail: benanstey @juno.com To: City of Tukwila L 0 ( -o32 SUBJECT: Revised TIR and site plan for proposed Butros Short Plat at 13232 - 37 Avenue South, Tukwila, WA 98168 Dear Sir or Madam: Attached are three copies of the proposed TIR and drainage Plan for the Botros Short plat at 13232 -- 37 Avenue South in Tukwila for your review and approval. After extensive efforts with Majestic Builders to coordinate a piped connection to the city storm drain system in 38 Avenue, Mr. Butros was unable to obtain a practical arrangement. We are therefore proposing to use dispersal trenches to control storm water runoff from the site. Yours truly, Benjamin P. Anstey, P.E. Civil Engineer • November 6, 2006 To: City of Tukwila • • ANSTEY ENGINEERING 2318 North 162 " Street —Suite "A" Shoreline, WA 98133 Phone: 206 - 364 -0051 Fax: 206 - 362 -3190 e -mail: benanstey @juno.com Re: L06 -032: 2 Lot Short Plat 13232 & 13228 — 37` Avenue South SUBJECT: Site Plan for proposed Short Plat at 13232 - 37 Avenue South Dear Sir or Madam: As requested in the Notice of Decision of October 9, 2006, attached are three copies of the revised site plan for the Botros Short plat at 13232 — 37 Avenue South in Tukwila for your review and approval. The Easements are being prepared by Hansen Surveying. The retaining wall shown on the driveway will be a monolithic pour of approximately 8 cubic yards, to fill in the corner of an existing concrete retaining wall. The property lines have been adjusted to allow for two parking stalls on each lot. Guard Posts are shown for the Fire Hydrant. The 20 foot driveway plan and profile is shown. The storm drainage system and sanitary sewer are shown. Yours truly, Benjamin P. Anstey, P.E. Civil Engineer Job No. AE6 -02 ,�.. �'• 6 RECEIVED to 0 6 2006 C OMMUNITY DEVELOPMENT TO: PLANNING DEPT. — Kathryn Devlin, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: September 26, 2006 MEMORANDUM SUBJECT: Bortos — 2 Lot Short Plat 13232 & 13228 — 37 Ave. South Short Plat and Miscellaneous Comments Short Plat — L06 -032 Preliminary Short Plat meets Public Works requirements. Public Works requires the following to be completed, prior to Final Short Plat approval. 1. Applicant shall provide a draft copy of the Private Ingress/Egress & Utility Easement across Lot 1 for the benefit of Lot 2. This shall be a separate document from the Final Short Plat map and be recorded at King County. The language for the easement should be clear on who will maintain the paved driveway and installed utilities, if applicable. 2. Provide a draft copy of the Private Sanitary Sewer Easement across Lot 2 for the benefit of Lot 1. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. The language for the easement should be clear on who will maintain the sanitary sewer paved driveway and installed utilities, if applicable. (Verify with Val -Vue Sewer Dist., if there is an existing easement across parcel nos. 0926, 0925, & 0930). 3. Provide a draft copy of the Private Water Easement across Lot 1 for the benefit of Lot 2. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 4. Provide a draft copy of the Private Storm Drainage Easement across Majestic Homes Lot 1 (parcel no. 734060 -0930) for the benefit of the Botros Short Plat. The language for the easement should be clear on who will maintain the storm drainage line. This document shall be recorded prior to recording of the Final Short Plat Map. 5. Provide a draft copy of the Private Storm Drainage Easement across adjacent property (parcel no. 734060 -0925) for the benefit of the Botros Short Plat. The language for the easement should be clear on who will maintain the storm drainage line. This document shall be recorded prior to recording of the Final Short Plat Map. . Short Plat Map 1. Revise sheet 1 of 1, as applicable — see enclosed. 2. Legal Descriptions for new lots should include (Subject to an easement for ingress /egress ) etc. and/or (Together with an easement for Water ) etc. Short Plat Site Development Plan 1. Show and label the proposed paved driveway to serve lots 1 & 2, on Civil plan sheet. Provide driveway section and profile, proposed contours and spot elevations, and show connection to existing pavement within 37 Ave. South. 2. Show and label proposed storm drainage system, including all catch basins and storm pipes. 3. Show and label existing sanitary sewer system on plan sheet — see enclosed. 4. Existing fire hydrant at driveway entrance (at a minimum) will require guard posts per City standard detail WS -14 — see enclosed. Fire Department will determine required width of driveway and if location of fire hydrant is acceptable. 5. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Right -of -Way. Plans shall be signed and stamped by a Washington State Licensed Engineer. 6. Driveway(s) shall be a maximum of 15% slope and provide for storm drainage. 7. Show any retaining walls on site plan, if applicable. 8. Provide cut/fill quantities on site plan. Miscellaneous Comments 1. Verify that Lot 1 address is 13232 and Lot 2 is 13228. 2. Civil site plans shall be designed per City of Tukwila standards, details, and specifications. 3. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web -site. 4. Rockeries higher than 4', shall be structural walls and designed and stamped by a Structural Engineer. Contact City Building Department for further requirements. (If applicable) September 7, 2006 To: City of Tuckwilla Re: Pete Botros Short Plat Phone: 206 - 551 -4016 SUBJECT: TIR for proposed Short Plat at 13232 - 37 Avenue South Tuckwilla, WA 98168 Dear Sir or Madam: Attached are three copies of the proposed TIR and drainage Plan for the Botros Short plat at 13232 — 37 Avenue South in Tuckwilla for your review and approval. Yours truly, Job No. AE6-02 • • ANSTEY ENGINEERING 2318 North 162 Street —Suite "A" Shoreline, WA 98133 Phone: 206 - 364 -0051 Fax: 206 -362 -3190 e -mail: benanstey @juno.com P. B ‘1444 e '. in P. Anstey, P. . Civil Engineer RECEIVED CITY OF TUKWILA SEPp 72P1 PERMIT CENTER kathryn devlin August 9, 2006 Talat Botros 7715 113 Ave SE New Castle WA 98056 RE: Botros Short Plat 13232 37 Ave So. L06 -032 Dear Mr. Botros • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Your application for the two lot short plat located at 13232 37 Ave So,. submitted on May 3, 2006, was incomplete. A letter sent to you on May 9, 2006 gave you ninety days to submit the following missing items: a. Civil Plans b. Easement agreement across property bordering north boundary for access to the two proposed lots. To date the City has not received either of the missing items. Pursuant to Section 18.104.070(E), this application has exceeded the allotted expiration date (August 7, 2006). I will extend this cancellation date to August 23, 2006 to give you time to submit a written request to extend the expiration date an additional 120 days. The letter must demonstrate the delay is due to circumstances beyond your control and that a good faith effort has been made to provide the requested materials. If you have any questions with this matter you may call me at 206 433 -7166. Sincerely, Kathryn Devlin Assistant Planner cc: David MacPherson xD Q:\Short Plats \L06 - 032 -final notice.DOC Created on 08/09/2006 1:39:00 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 To: Jim Morrow via Dave McPherson Nick Olivas via Don Tomaso From: Kathryn Devlin Date: September 27, 2006 Subject: Short plat L06 -032 13232 & 13228 37 Ave S Attached is a copy of the plans and preliminary approval letter. Please let me know if you have any concerns about the attached document. Approved by Jim Morrow Approved by Nick Olivas • • (initials) (initials) TO: City of Tukwila Memorandum Jim Morrow via Dave McPherson or Joanna Spencer Chief Olivas via Don Tomaso Richard Takechi FROM: Brandon J. Miles, Assistant PlanneiQ RE: L06 -032, Botros Short Plat DATE: May 14, 2007 The above short plat may be ready for final approval. Please review and initial where indicated. r im Morrow Chief Olivas `G^ O f i) Gv1cCU 0it\ 0 \A p Brandon Miles Page 1 Q: \1 Temp File \FORMs \MEMO TEMPLATE.doc 05/14/2007 • \r-Efv-‹S` „ ` J May 9, 2006 Talat Botros 7715 113 Ave SE New Castle WA 98056 RE: Botros Short Plat 13232 37 Ave So. L06 -032 Dear Mr. Botros NOTICE OF INCOMPLETE APPLICATION Your application for two lot short plat located at 13232 37 Ave So. has been found to be incomplete. In order to be a complete application, the following must be submitted to the permit center: a. Civil Plans b. Easement agreement across property bordering north boundary for access to the two proposed lots. Upon receipt of these items, the City will re- review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. N These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have any questions with this matter you may call me at 206 433 -7166. Sincerely, Kathryn Devlin Assistant Planner Q:\Short PlatsT06-- 32lncomplete.DOC - 1 - Created on 05/09/2006 10:44:00 AM rnuay„ tlpnl 14, LVVD Y :JV am. ° Registered to: RODNEEY HANSEN File Name: K :\COGO\2005\20565.ASC Point Direction 0 Database opened: Friday, April 14, 2006 9:35 am. Importing Coordinates from K: \COGO\2005\20565.ASC ORIGINAL LOT BOUNDARY Start 420 S 0 °46'11" W 421 N 89 °17'51" W 405 N 0 °53'21" E 419 Raw: 89.1751 SE TC S 89 °17'51" E 420 Area = 14083.351 Sq. Feet or 0.323 Acres Distance Northing Easting Elevation 88.82 158.64 88.82 158.46 158.46 TC N 44°22'18" E 0.00 420 Precision Ratio = 1 : 6.36E+08 Length Traversed = 494.75 Length To Close = 0.00 Error in Latitude = 0.00 Error in Departure = 0.00 Error in Elevation = 0.00 • RECEIVED MAY 0 3 2006 commuivITY 4275.431 5177.236 0.000 4186.615 5176.043 0.000 4188.560 5017.410 0.000 4277.374 5018.788 0.000 4275.431 5177.236 0.000 4275.431 5177.236 0.000 Lit ,32 1 YVD44�, 114 VL LVVV L � /lll . 1 I Registered to: RODNEEY HANSEN File Name: K: \COGO\2005\20565.ASC Database opened: Tuesday, May 02, 2006 2:14 pm. Importing Coordinates from K: \COGO\2005\20565.ASC NEW LOT 1 BOUNDARY Start Point Direction 428 S 4 °53'32" E 58.36 429 S 89 °17'51" E 59.49 431 S 0 °32'54" W 30.74 430 N 89°17'51" W 120.06 405 N 0 °53'21" E 88.82 419 Raw: 89.1751 SE 54.52 TC S 89°17'51" E 54.52 428 TC N 89 °17'19" W 428 0.00 Precision Ratio = 1 : 122974 Length Traversed = 412.00 Length To Close = 0.00 Error in Latitude = 0.00 Error in Departure = 0.00 Error in Elevation = 0.00 Area = 7025.298 Sq. Feet or 0.161 Acres • Distance Northing Easting Elevation 4276.706 5073.301 0.000 4218.556 5078.278 0.000 4217.826 5137.760 0.000 4187.088 5137.466 0.000 4188.560 5017.410 0.000 4277.374 5018.788 0.000 4276.706 5073.304 0.000 4276.706 5073.301 0.000 tuesjay, May Ul, ZUU6 2:2U pm. Registered to: RODNEEY HANSEN File Name: K: \COGO\2005\20565.ASC Point Direction Database opened: Tuesday, May 02, 2006 2:14 pm. Importing Coordinates from K: \COGO\2005\20565.ASC NEW LOT 2 BOUNDARY start 420 S 0 °46'11" W 88.82 421 N 89 °17'51" W 38.58 430 N 0 °32'54" E 30.74 431 N 89 °17'51" W 59.49 429 N 4 °53'32" W 58.36 428 Raw: 89.1751 SE 103.94 TC S 89°17'51" E 103.94 420 TC S 89 °17'54" E 0.00 420 Precision Ratio = 1 : 113385 Length Traversed = 379.93 Length To Close = 0.00 Error in Latitude = 0.00 Error in Departure = 0.00 Error in Elevation = 0.00 Area = 7058.053 Sq. Feet or 0.162 Acres Distance Northing Easting Elevation 4275.431 5177.236 0.000 4186.615 5176.043 0.000 4187.088 5137.466 0.000 4217.826 5137.760 0.000 4218.556 5078.278 0.000 4276.706 5073.301 0.000 4275.431 5177.233 0.000 4275.431 5177.236 0.000 STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors r oth r representatives the ri ht to a er upon Owner's real property, located at � - 7 e' 5 e- TiC t ),9 'g16 8 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Tl t. KW l l a. AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY SUBSCRIBED AND SWORN TO BEFORE ME ON THIS A t7F g0 '1t Q ,��ggtON F AA'• � to , o N O TA, N %, N om : PUBLIG ' _ • • ` o ; I .,6. -08•• k = �t al Oc WA SH \ ��= CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplankc,ci.tukwila.wa.us (city), Print Name Address s s IVA (state), on Na, 3 (q / 44 , % /RD s - 1 - 7/ 5 in e S( _ I � Phone Number / � { �� I On this day personally appeared before me Ta /af Bofros to me known to be the individual who executed the foregoing instrument and acknowledged that he/s#ic signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. 3rri DAY OF AiGZ (,/ a. Ezic.44. NOTARY PUBLIC in and for the State ofshington residing at Ren to,i My Commission expires on 6 - 16 -0 RECEIVED MAY 0 3 2006 commuhilir DEVELOPMENT ,2006 , 20 06. Lose •03 Part A: (To Be Compieiccf by Applicamt) Purpose of Certsftcate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other id Short SubdMsion ❑ Rezone Proposed Use: ® Residential Single Family ❑ Residential Multi-Family ❑ Commercial ❑ Other - _f 3R v91. Aeolic Name: Phone: Aeolic a � Talaf e.03 _ _ Property Address or Approximate Location: To Lot Number: I31,3. 3) Aft S. 73V 40 — c '' 2 . Legal Des crlpiton(Attech Map end Legal Description If necessary): A p o r o rr of Tel Gt 60 lZ i ;de- T., f-e,'u rboy Trtsc4 Part B To Be Completed by S4`wer Agency) 1. ❑ a. Sewer SaMfoe will be provided by side sewer connection only to an exleting size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR A b. Sewer service will require an Improvement to the sewer system oh ❑ (t) feet of sewer trunk or lateral to reach the sae; and/or ❑ (2) the construction of a collection system on the site; and/or ® (3) other (describe): pos Si' bk. vjifi iwj o f 6 /I.; g. 2 . (Must be completed if I .b above is checked) VII a. The sewer system improvement Is In conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system Improvement will require a sewer comprehensive plan amendment. 3. ® a. The proposed project is within the corporate limits of the District, or has bean granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or SRO approval will be necessary to provide service. Service Is to the following: PERMIT: $ 4 . subject a. District Connection Charges due prior to connection: JUL ic: Ilp •i 1/22/2004 08:55 p. 16 SEWER DISTRICT -> 4396492 NO. 492 DE 14818 Mlinery Roa Souflr P.O. Box 60660 CEI/E Tukwila, WA 98168 Phone: (208) 2424236 MAY 3 ?Q06 Fax: (208) 242 -1627 ® i muivi T GERTIFICATE OF SEWER AVAILABILITYiNON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non- Availability �_ bta►•nosms Jul 14 05 12:12p GFC: $ SFC: $ UNIT: 4, I PM., e (Subject to Change on January 1st) p. 17 King County/MTRO Capacity Charge: Currently, $1887.54 /reatdent al equivalent, will be billed directly by King County eller connection to the sewer system. (Subject to change by King CarMetro without notice.) b. Easements: ❑ Required ® May be Requitad n^ ,(4:1 ^ c. outer: , Ch ryes iv 6c. of Gh..'MRI►'t dd of I hereby certify that the above sewer agency Information is true. This certification shell be valid for one year from date of sigma re. . By a nu) e -ir Title Date J V 1 1 T V J 1 G: 1 .7 N .11/22/2004 08:55 U'IIVUE SEWER DISTRICT + 4396492 • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). t. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights herewtder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Rurie4, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property,, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of SewerAvailability/NonAvailabiliry and this Attachment, and ily underst' d M terms and conditions herein. « ffelk e Aptilicant's Signature Date ( 22 p.18 NO.492 I?( PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Minimum water system improvements: (At least equal to B2 above) Owner Information: Agent/Contact Person: Agency /Phone By Date +,r /) Name: TAM/ 7 1'(4 . B 7)7K.Li� Name: _- L'/1,1,,'`. _ Address: - )_ )-- 7th /He 5 .- Address: /:_32_32 - ."7A0c . - Phone:( - 24 r ) SS ( • -( 1.6 • • Phone: . 7 1 ' . l 'ti (4 This certificate is for the purposes of: �/ El Residential Building Permit CI . Preliminary Plat 19. Short Subdivision ❑ CommerciaVlndustriai Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner /Agent Signature: Date: PART C: (jTo be completed by governing jurisdiction) Water Availability: El Acceptable service can be provided to this project El Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date Jul 14 05 12:15p _ V CITY OF &WILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: • p.21 H-ha (Required only if outside City of Tukwila water utility district) PART B:1 (To be completed by water utility district) The proposed project is located within (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet it more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1 0 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of / ,3 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. rs i i. O. 0 i 7 ZS Agency /Phone ) k 6- - ys f 7 By 1 -- z/ c+.� Date WTR4VAIL.DOC 6/5/96 Check items submitted . With application Information Required. commuNir, OE1/ELOPRIE1 Maybe waived .in unusuallcases,: upon, a pproval of Publio:,Work,'s- and/or P, lanning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (4 copies). '\ 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 4. One set of all plans reduced to either 8 1/2" by 11" or 11" by 17 ". 5. Application Fee — up to 4 lots in LDR $570, other zones $1,135 - 5 to 9 lots in all zones $1,135 N f I$ 6. SEPA Environmental Checklist (for projects with 5 -9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) . PUBLIC NOTICE MATERIALS: N /T N (n 7. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public notice bo will be required on site within 14 days of the Department determining that a complete appj tion has been received (see SEPA Application). If the project involves a short plat of 5 — 9 lots: One (1) set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings --e.g. apartments, condos, trailer parks- -must be included (see SEPA Application) 9. If the project involves a short plat of 5 — 9 lots: King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot PROJECT DESCRIPTION AND ANALYSIS: / V 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). JC 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD.office. N IN Y n om, 5 tuk nue f - 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci.tukwila.wa.us /dcd/dcdplan.htm) for additional information. / 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format 5 COMPLE., E APPLICATION C.4ECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 - 431 -3670 (Departmpt.oLCommunity Development) and 206 -433 -0179 (Department of Public Works). EIVED P \Plannins Fonns Applications\newSHORTPLT.doc, April 7, 2006 MAY 0 T Check items suOmitted with application " Information Requ ir, • May waived in- u nusual cases, : upon apprvvai of Public Works and/or Planning .. :. :•'.- ; • • `/ J. 14 (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. -1'44491143 (b) Legal descriptions of the existing a d proposed lot - ,X (c) All applicable certificates and approva • on the template, see TMC 17.04.060). _ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. Y t (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. V (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. - (h) Fire access lanes and turn- arounds per Fire Department standards. 1 '" 1 Location of all tracts to be dedicated to any public or private purpose shall be dis mguished from lots intended for general development with notes stating their purpose and limitations. o e;4sernetM AA 1)/w,co W htge, u e 44,.. l4'P 1') ocations of existing and proposed public street rights -of -way and private access CQ ea? nts. I C (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (I) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5-9 lot short plats or Planned Residential Developments only N It 15 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". � ! (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: NI (P' ()Ma( w awa. iikill,, et . C.^ ' ley 16 (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". 5 WQe tU'u- (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. v'- eaar 5 ` �� (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show ! • ' osed lot and tract lines. CIVII. PLANS: 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". X . (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci. tukwila. wa. us / pubwks/bulletins /floodcontrol.pdf for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). P:1Planning Fonns \ApplicationslnewSHORTPLT.doc, April 7, 2006 Check items submitted with application Information Req d. May be waived in unusual cases, upon approval of Public . and/or Planning - 14 A. (d) Total expected cut and fill for plat buildout. X. (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (t) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci.tukwila.wa.us /pubwks /pwpermit.htm#techinfo. (g) Locate the nearest existing hydrant and all proposed hydrants. 13 1 A (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. N' A- (i) Plan, profile and cross - section for any right -of -way improvements. (j) Show access to lots, driveways, parking areas, fire access lanes and turn- arounds. V. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. (1) Show proposed lot, tract and easement lines. PAPlennin¢ Form +Uoolications\newSHORTPLT.doc. Anril 7 . 2006 FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: File Number: l✓ 0 b — 032._ Application Complete (Date: ) Project File Number: ii) Application Incomplete (Date: ) Other File Numbers: )-0 3 -0069 APPLICATION NAME OF PROJECT/DEVELOPMENT: LOCATION OF PROJECT /DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1323 3 TM A CITY OF TUKWILA Department of Community Development R ECEIV ED SHORT T 6300 Southcenter Boulevard, Tukwila, WA 98188 PLAT Telephone: (206) 431 -3670 FAX (206) 431 -3665 MAY 0 3 2 006 E -mail: tukplan T.ci.tukwila.wa.us (P -SS) C O��UNI DEvELOP LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 3yt) 61, DC1 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: ( ((t Address: ' c f\ E Al /GU C FAX: Phone: E -mail: Signature. --�� 0 too -- -- Date: r .5 - -1 - 22o1. P wo3 -() LDc a -e <g S 20070606900002 UNE SEARING DISTANCE L1 S 89'17'51' E 30.00' L2 S 0753'21' W 29.45' L3 N 8T36'12' E 49.27 L41 S 00'00'00" W 58.09' 1.5 5 04'5.3 E 34.63' Lb S or, tror E 11.04' L7 N 04'53'32' W 18.91' CITY OF TUKWILA, WASHINGTON TALAT BOTROS SHORT PLAT FILE NO.: L06- 032 State of Washington ) County of King State of Washington ) County of King State of Washington ) County of King DECLARATION KNOW AU. PEOPLE BY TriEESE PRESENTS that we, the undersigned owners in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manor within a period of five years, from date of record, without fling of a final plat The undersigned further dedares this short plat to be the graphic representation of sold short subdivision and the some Is made with the free consent and In accordance with the desire of the owners. IN WITNESS WHEREOF we set our hands and seals. :PILIALEDEF Name Name Name Name Name Name I certify that I know or hove satisfactory evidence that T !4 Liq T bo+rzr� si this Instrument and acknowledged It to be (his/her) free and voluntary act for the uses and purposes mentioned in the Instrument I certify that I know or have satisfactory evidence that Ranrn,s Rn +ros signed this Instrument and acknowledged it to be (hie•/her) free and voluntary act for the uses and purposes mentioned in the Instrument Signature ot Notary Public n 1.4 q otry Plk � .CfI, AJ Dated May R, 2007 N My appointment expires 6 - I6 - o$ I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument Signature of Notary Public Dated My appointment expires CITY OF TUKWILA APPROVALS: Reviewed and approved by the Short Subdivision Committee and hereby certified this day of M.L� 2007. ead Chairp , Short bd•sion Committee Signature of Notary Public l__I S • Dated 5 1 5 / 2 . 4 ) - 7 M appointment expires 1 02 / 9 !U 4 FOUND MON IN CASE VISITED 12 -12 -05 411e= 30' I 30' L1 S. 130TH ST. s 86'44'40' w NIEHOFF, GERALD PRIVATE ROAD ESM'T. 734060 0925 REC. No. 2991900 15' PRIVATE ACCESS ESM'T. FOR LOT 2 REC# S 89'17'51' E 158.46' 4 APPROX. SIDE SEWER LOCATION 10' PRIVATE SEWER ESM'T. FOR LOT 1 REC# In f I r LOT #1 5' PRIVATE STORM DRAIN EASEMENT REC. # LOT #2 5' PRIVATE STORM DRAIN ESM'T. FOR LOT 1 REC# LOT #8 C/) FOUND MON IN CASE VISITED 12 -12 -05 Q , I 10' SAKI. SEWER ESN I /X ✓AFN 9008200765 O 1" = 30' 30' 60'' BASIS OF BEARINGS IS THE PLAT OF CASCADE GLEN, REC. No. 20030529 003335 ORIGINAL ENTIRE BOUNDARY SQUARE FOOTAGE a 14,083 S.F. +/- OR 0.32 ACRES +/- LEGEND + SECTION CORNER T = QUARTER CORNER e FND. MON. IN CASE O FND. PROP. COR. AS NOTED • e 1/2 I.R. W /CAP /21464 TO BE SET tn ITE LINE TABLE VICINITY MAP (NOT TO SCALE) 0 15H \ 46.48 u E _ L3 12.7' 12.9' EXISTING HOUSE FF.. 72.2' 937 S.F. +/- 129.95' 89.38' a a -rLOT #1 7,025 SQ. FT. +- TRACT "A" DREAM CATCHER HOMES, LLC 111.98' 4 20.5' EXISTING HOUSE FF- 153.7' 851 S.F. +/ I5' 5 1 LOT #2 . 1 7,058 SQ. FT.+- 8.9 ca.T I 1 18.42' 89'17 • W 28.89' S 8997'1' E 158.64' LOBO, EDWIN & JANET GO LOT CIS p0305 0p #9 'io• LOT #10 REC ORfFR'S ("PATTWTr A mu. In Copy 20070606900002 PPAGG OF 001 589 98.00 N� COUNTY, IAA Mgr. Supt. of Records t M it of NOTE THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING AS -BUILT DRAWINGS. AND ARE NOT GUARANTEED TO BE CORRECT. NOR AU. INCLUSIVE. All UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1- 800 - 424 -5555 FOR UTILITY LOCATORS. DEPARTMENT OF ASSESSMENTS Examined and approved this day of 9 Int Sri, -I Nnki "tZ 1. Deputy Assessor Account Number 164 ()(o() - Oct 2 2001 LOT 1 NEW LOTS LEGAL DESCRIPTIONS THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME511 E 10 OF PUTS, PAGE 74, IN KING COUNTY, WA99NCTON, DESCRIBED AS FOLLOWS: S 8891 7'5 E,_ AL NG THE SOUTH U NE SAID TRACT 60 OF 6Q A DISTANC OF 30.00 FEET A ONE MONUMENT. AND THE TRUE POINT OF BEGNJSNGI THENCE CONTINUING S 8917'51 E ALONG SAID SOUTH UNE, A DISTANCE OF 129.95 FEET; THENCE N 0032'54' E 30.74 FEET THENCE N 8917751 W 69.38 FEET. THENCE N 045.1'37. W 16.91 FEET; THENCE N 511907 W 11.04 FEET THENCE N 0453'3r W 34.63 FEET TO THE NORTH UNE OF THE SOUTH 88.825 FEET OF SAID TRACT 60 TEEN E SAID 7 7'511� T W, ALONG SAID NORTH UNE, A DISTANCE OF 46.48 FEET TO THE EAST UNE OF THE WEST 30 THENCE S 0053'21 W. ALONG SAID EAST UNE, A DISTANCE OF 88.82 FEET TO THE POINT OF BEGINNING. TOGETHER WITH MD SUBJECT TO EASEMENTS OF RECORD. LOT 2 THAT PORTION OF TRACT 60. RIVERSIDE INTERURBAN ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME to OF PUTS PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENC9iG AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN TRACTS; THENCE S 891751 EE,, ALONG THE SOUTH UNE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE PONT THENCE N IN 0037S4 E 30.74 FEET; THENCE N 8917'51 W 69.39 FEET THENCE N 04 W 16.91 FEET; THENCE N 5119'07 W 11.04 FEET; THENCE N 0453 W 34.62 FEET TO THE NORTH UNE OF THE SOUTH 88.825 FEET OF SAID TRACT 60, THENCE S 8917'51 E. ALONG SAID NORTH UNE, A DISTANCE OF 111.98 FEET; THENCE THENCE N 01Y48.11' ' W. ALONG S�AIDSOUTH UNE. ON THE OF 28.69 FFEE TO THE POINT OF BEGINNING TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD. RECORDING NO. VOL /PAGE SCALE: 1 inch 30 ft 1.1111 1 I 1 1 0 so' 80' PORTION OF SE 1/4 OF THE NW 1/4, Sec. 15 T.23N R.4E ENTIRE PROPERTY LEGAL DESCRIPTION THEREOF nRECCORDEDDI 60, IN VOLUME 110 OF PLATS, INTERURBAN GE TRACTS, ' KING COUNTYY, WASHINGTON, DESCRIB D AS FCUAWS: 7� T BEGINNING NORTH THE DEGREES 48' 48' CORNER 30 TRACT FEEET 60 STONE MONUMENT. ONUMENT. TFETRUE OF BEGINNIN THENCE NORTH AND PARALLEL TO THE WEST UNE OF TRACT 60 OF SAID TRACTS, 88.825 THENCE NORTH 89 DEGREES 45' E(.ST 158.46 FEET THENCE SOUTH 0 DEGREES 00' 43 EAST 88.825 FEET, TO A STONE MONUMENT ON THE SOUTH UNE OF TRACT R THENCE SOUTH 89 DEGREES 48' WEST 158.645 FEET ALONG THE SOUTH LINE OF TRACT 60 TO THE PONT OF BEGINNING PROPERTY ADDRESS: 13232 37TH AVE S., TUKWILA, WASHINGTON 98168 TAX PARCEL NO.: 7340600926 W TALAT BOTROS SHORT PLAT 13232 37TH AVE S, TUKWILA, WA 98168 DWN. BY PJC DATE 1/03/2008 .10H N0. 20585SP SHEET LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in DECEMBER, 2005 . . .4- Certificate No. 21464 HANSEN SURVEYING LAND SURVEYORS I•CONSULTANS 17420 116TH AVIL 8.8. RENTON, WA 98058 TEL 425- 236 -8440 FAR 426- 235 -0288 CHICD. BY SCALE CITY OF TUKWILA, WASHINGTON TALAT - - T - - — - - SHORT PLAT _ - - CITY OF TUKWILA APPROVALS: R.d..ed end 4ere.d by Ds Shed SwldN.len Carnetab and heft erte.d die dey of 2000. DEPARTMENT OF ASSESSMENTS IDeemfrd end ohreved etB del' .0 2D� RECORDING NO. VOL/PAGE _ - I AY.YO• SC ALE 1 teen - SO R relle• 1 I I I o 50' sC amity A.re.e. PORTION OF NIT 1/4, Sec. 15 T.23N R.4E 0442444441. Short Nweeo Ceded A00° " FOIND MUTED \ INN 12 -12 so' ►" Ai . a2� N . 05 " - g J. • - S _ 130TH ST. , " � -. "—"'1— 3 ' II BO N �On. GUAM PRIVAR ROOD eon 784080 0828 NO No. 7D0 g q p 1 '� G 1 R p? A P6Rb1C R711ER 1 P Po { N R .. .. 2 LIC IDrA • s:. S A , . . ' ' i S . woe 5606' -- _ ••• • • • lDT . T LIR 1 � N2- 11 Mrim 12-12-05 • APPROX MICR LOCATION N / 1C PIDVATE • �L P0�1 VI 1 G t p 8 : -, 4 11 ' 1 , l s� IA T # 1 7.058 so. cT ; : � tt N eASf c l! i -v +.... WW 1,44.0. ... •5600 - SPOT atvARON -' i N .4 ) 1 = 30' 0' 30' B0' esesesaini BASS OE BMWS 1S DC RAT K CASCADE MK REC. Ns 205.105211 COMB ORIONAL IM BOADARY SOUPS! E F OOTAGE - 1A,003 6P. 4/- an 632 ACRES a/- BENCH MARK O VERIMAL DATA NA% Se NP i 11 I!E 50 hi s, AT K BOlDI fRiF � Ear' 1 1 . BERMS ■ maw BEV I. f LTIf � . 1 '� , � p li r► . •■■ :700240 � . �M FP- lII3T eN v. ,, i 1 • _ t ce �_ I s e .I - _. is \ ~ _ -. 1 � 1 - ,. PP' Fr. Ill Dar I : OA f' L., AST Sr • % "'gip' , . r 1#11 I� M • j /:. e ! V. a SQ. T. /' I) w . eB`t 1 f 155.x' D R01�$ IOBG. =BIDi 1 �. ' 0.16 ;l ,. i ?� \I Frei I v . & lANE1' gyp' �• \ ®mime CAPITAL ti ^. : , ' �S p ` 81sT VICINITY 4 !laid � i1LI MAP t : V \ TA \ NEW LOTS LEGAL DESCRIP IONS �AyJfE 10 01 �16 PAOL T6 N OIO OOIN .tt W11 OESL9rmW M NAT TIEIF � a p >. �IEGOAOm � AB WIDR TABLE WWI ILI p si l�i.-irr31 ©IIIN MeJ 11 A tll WB� .-� ASTOIE mum. \ \ tis I I ` , . ,. ■ { F Y i' AI OIO SAD • vs ,,, ''ll. l' l•, 1BE. A NSTAIfE Oi 5{.52 IFFY la 11E F/Sf I!E 11E EST W Rry f l d � m f l E U � t 7� A ( n S S � TA } N N rs S6 i 5 s � 1m ( ro P 0► � t SAp 7R BQ 1 ' . } .' wr. :;. • ' ;' ':. • SAO EAST UIC, A OISOIINE OF UST FEET W DC POSIT E EC0100 1 DUT 0 OE 1 i PA/T4 N IaiO NA9r/0 Wpm= Oddie tl Etl1G9R�a• RECORDED r wIDUac 1 \ \\ _ _�• ,,,. M (011711 t!F E LAD iT ACE E4 A rSfARQ 0► 15001 RLT W M >teE PONT Fa ;` • -. • h' 1 +'; '; MIRE PROPERTY LEGAL DESCRIPTION E��yAN Tr ApprpG�p DE qAT PARE M N a 0011/lY WRA40KrID)l y� B�DRRSTp�pRR v 1RAC� p► Al ESN SO CEAIEES /S p GST S FEET W W A 67ONE YOMR[!1L M a.�� MD PNULLEAL TO DC EST UNE Or TRACT EO OF SAID TRACTS 00` ~ RT W A STOIC NOEADR ON no MONO DC SOWN UNE OP TRACT FIST M SO NOTE SC IRIDO1r10OD U11 040M1 .EEON AM BUOOO TDID T O at At• out Y m i utm . NOT NOTE IC 1 E L NOR ML SI mi IK. ML TRUST BUST E' memo W commuemo. ?ALL 1- EGO- 42.moo Fa MUTT IMAM' G A T AIAC 44;.•.; ; N : U� t I K 4 ,+_ . : j 1; M A A 1 S7�A �dZ,7S R ACT Sp + N - K � A D � �A MI Q FELT W fit PD•IT 0/ 44 ,4,4, EST MIAS PROERTY CORZt 13232 SyN me I., '.—n NADagTON ONES AS PAWL NM TS X00121 RECORDER'S CERTIFICATE Wed for record th4...........doy oL........,20.......at„....M In book of at pope at the request of „. — .«.......... Mgr Supt. of Records LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction In conformance with the requirements of the appropriate State and County Statute and Ordinance In DECEMBER. 2005 »•..._.. ••- '•.•••.••"••.....••.••_..••. Certificate No. 21484 �awt.s ;t t` " An. - J r I- sit , ° '; VOwA. TALAT BOTROS SHORT PLAT 13232 37TH AVE S. TUKWILA, WA 98168 it HANSEN SURVEYING LAID B0RE010 a OORKILTANT2 0420 11MTB AR ae 1OOT1p NA 00 0500 TOO 40 nit 46 OWL DY Pa; DATA i/os /2OOe AR NO. C� HT RGE BCAta 1 mar 1 Of 1 LATEBT mom 0S/cam CITY OF TUKWILA, WASHINGTON TALAT BOTROS SHORT PLAT CITY OF TUKWILA APPROVALS: RaN1wd a •ps.d by 1,s Shad Bdd.6ten Omanalaa sad hobby DEPARTMENT OF ASSESSMENTS LaamO,ad and eapraad Uda day d 20--- RECORDING NO. VOL/PACE eslllad tads day of 1006. Aeassar SCALE: 1 toes • m n. 1 T , , 4 1 0 e0' 60' Deputy Aaaaaaer PORTION OF W 1/4, Sec. 15 T.23N R4E |Jiti|gil| ; 11 1 § 8 a 110"'111 | T ■ g i I ■ii 1 ce ■ ' ` | , ■ ■ ii 1 tt|2$ M 2 2■� J| ■ i R | ■ ■2 ■2 �a i | • ■i|| | i I hH 'Ihjr h |I | �|.•| . | /•| ■ i� |kJ| # | |� I | ` 1 1 | | ■ er :� ! ■ !■ J | ' � ' 1 ; l � gigi l ° c r 4� . | ■" | f � a� „ra01,, Overt Sabah%Ns CananMae Mesta Nenear MAD 1101 N � S 130TH 710.15' mum w � J ► y � VISITE YON 2 CASE _ - VISITED 11 -11-06 ■ §; § 11 g o|| § ill )2 | ; ?-5 11141111iiigggiiigg;! ■ ■o ,e __o O.| I 1 = 30' 0 30' 60' BASS OF B[MM IS THE RAT OF MGM aLK R[4 Ns 20030522 00339 MONA/ MITE 130UPGARY =ARE FDOTAOE • 14,051.3 S.F. 0.32 ACM +/- VOTED 12 -12-05 i L 80 ROAD PRMAN Esrr RED. No. 21,1,,0 791010 0516 10' PRIVATE ti.ER I? R VATE AGMS �[9FL FOR LOT 1 met FOR LOT 2 e " frsi• c /33.4t X01 (, � b R .,, • Q t y O " � r] D� 147.02' 1 � �• d for = 1 N 1 a'I I LOT #2 I 7.058 0 7. FT. E TTP. \— c f- • -_1ST N - ! Ie r I E51 aF. ♦ 0 _ � - SECURE CAROL, INC. p e �d f L- ` u 0.18 ACRES zw MONO I N aPtr61' s I LOT T t!2. R . _ >< gd5 �I T WI�TY�MA ? I' '•, \ \ 7F I F T • m tv.. IA 1 7 ,0 25 SQ. FT. A on �2.r 1 .• . 0.18 ACRES I e19761• t 152.11' T 61C1 1'DY DREAM O= LOBO. 6,911 6 JANET t O If' �' r1 r. 10 9 1 ' I 410 1811 LOTS LEGAL DESCRIPTIONS LOT 1 ppR1IpN Q DIAOT 1� �w�I �1pRA� �p�q Tp D� RAi IOI t0 01 M1S PAOE Td. N 1� 011, CdM µ f1SB1D A OFatA� K 1DIl0MFi7MDKOF. RCOQlED N EODTN�1�ppYR� n TRAO7� 7�p� I . f t 117 ' _ V ti[ OF �E4 I��FE2T 10 A 1701E 11ONUTI T ALM SAD SOUTH MO A MTANCE a 12406 MR - '� - '- N :'�t 4i.:. r . ' fr NpRpf {1� T p► SpODI p1125 EE2T 10 4• •r. TOR R a A 01/A110E tiZ /QT 10 D[�TAE vest 33 5 • ... R EAD EST IAL A 06 N= O 9S FELT TO DIE KW Q KO/eG M l wu ft 1 2. TE E N Y am 2. MI R 1k OAhi PPl °T. uD4w a .;'l " n Mite Pori -: co 72. 1 � _ �111217 1� •"" 1 `C R KUIN Wa T P ONT D7 l ■ e ,, IMS,e3= 2T::tY0 � tt7 BL r�Ili:li R�Cl.1c: 1 1iKE .r. _� WS1•1M....V.41' 11 =1T7i S j g0 I \ ibd I \ .o� �S ENTIRE PROPERTY LEGAL DESCRIPTION T � e0 p�5p� E(1t1�1pAN TRAOTa 0 A� 1q RA MYllt 10 re L PAGE 71, M 10 C arY. o 0N. 031/0114 ' • 1iow �aRCS 2.e AS 2 ee L W io C TRiocTrel S i 1 2. 0 TRACTS. i , , . ' . AND PA MAS. To me EEST Lift Cr f TRACT b a 145 TRK'q 14. 1 ; -• •• • : .: ° . D . r= oo hrrTAaseta nT. m A ems ISUS, a THE -, . - ' . , =: r1 162.020 FEET MONO 1K SOUTH Lift 13" TRACT R 04RI ► A0016S , 13LK Dnl AK t. IUEwIA VK41161011 02111 TAX P1i6 NDt 1 7310100021 PR A Q RECORDER'S CERTIFICATE flied for record thls...........doy ot.........20.....at.....JA In book....-...of at page...-....at the request of ...._ ..............._....... Mqr. Supt. of Records LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey mode by me or under my direction h1 conformance with the requirements of the appropriate State and County Statute and ordinance In DECEMBER. 2005 ••••" " "•.•.. " ""' Certificate No. 21464 HANSEN SURVEYING SAID /mFeT01B • mmm.TANTS 17410 D1S AFL IS, DOROIC TA 05066 2114 425-1 35-6140 FAIT 1133-255-0266 ,. ' �- Ire • r -Y •t . , , i Oe toITN TALAT BOTROS SHORT PLAT 13232 37TH AVE S. TUKWILA. WA 98188 D... 137 P7C MO 1/09/2006 2D8 110 205658P anal By SCALE 1' - 90' SHEET 1 01 1 LAM RL0900 06/02/01 ROR