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pe1570d12520' 30' 10' ADDITIONAL R/W PROGRESS - 7 MINOMMOO (7� -T DEDICATION z CALC. POSITION PER PLATS OF AUTUMN CREST 3RD AND 4TH ADDITION. NOT VISITED THIS SURVEY 6 CURVE TABLE CURVE Cl C2 RADIUS LENGTH 20.00' 31,33' 20.00' TANGENT CHOR 19.92' 28.22 20.08' 28 C3 25.00' 21.03' ORADAL BEARING O 5 NUMBER 5 16,186 S.F 16,267 S.F S89'42'57"W 145.00' END. REBAR AT S.I. OF 2OTH AVENUE PER PLAT OF AUTUMN CREST 4TH ADDITION BEARING 547'54'2{' S48'28'26''E N89'4 11,325 S.F 15121 25 B.S. 15122 7 11,233 S.F. 1 1 ,18' 20.4 z rn A A /'CT 80.00' 10,287 S.F 15209 DRAINAGE EASEMENT- 61.46T 647.63' 522. 80.00' z 2 0 a 10,329 S.F w 15217 W DRAINAGE EASEMENT 30 B.S. 7' N89'42'57"E 317.26' 1BTH COURT 15210 10,256 S.F 86' - 80.00' Q S89'42'57"W A I ITI Ik AA 1 rA 1 VIY11N 0 80.00 30 B DRAINAGE EASEMENT 15218 9 10,314S.F 80.00' 377. 4' TANGENT TABLE NE I DIRECTION T1 N89'57t27"E DISTANCE 28.7 T2 N89'42'57"E 8 T3 NOO'02 23.00' T4 189'4257"E 5.00 T5 S89'42'57 T6 N89'4627"E 25.00 6.50' T7 NO0'02'33"W LOT 11 BLOCK 1 (1' WIDE STRIP 0.00' 10' WIDE UTIL. ESMT. N 11,539 S.F DRAINAGE EASEMENT-�- 15225 10' WIDE UTIL. ESMT. N un 4.2' .92' 10' WIDE UTIL. ESMT. a 15226 © DRA co © EASEMENTINAGE W 1 O 11,517 S.F 10' WIDE UTIL. ESMT. 90.00' A r‘nl'TIf rlLIvl I IVI v 1 19TH COURT S89'42'57"W 177.02' 30' rV 30' NO0'02'33 26.28' 3 30' S3-12 V 0 30' KNOW ALL MEN BY THESE PRESENTS, that LINDERMAN CONSTRUCTION COMPANY, INC., a Washington Corporation, and WASHINGTON TRUST BANK, a corporation, have caused to be platted into Lots, Blocks, and Streets, the land shown here, to be known as SPRINGFIELD ADDITION AT AUTUMN CREST and being a replat of a portion of Tracts 196 and 199 of VERA, as per plat recorded in Book "0" of Plats, Page 30, in the Spokane County Auditor's Office, County of Spokane, State of Washington, described as follows: Z (n Beginning at the Northeast corner of said Tract 199; thence S.00'02'33"E, along the East line of said Tract 199 a distance of 26.40 feet to the northerly boundary of AUTUMN CREST FOURTH ADDITION, as per plat recorded in Book 23 of Plats, Pages 73 and 74; thence westerly along the northerly boundary of said plat the following three (3) courses: 1 S.89"46'27"W. a distance of 125.00 feet; 2 N.00'02'33"W. a distance of 26.28 feet; 3 S.89'42'57"W. a distance of 377.14 feet to the Northwest corner of said AUTUMN CREST FOURTH ADDITION; thence continuing S.89*42'57"W. a distance of 145.00 feet to the Westerly line of Tract 196 of said plat; thence N.00'05'07"W. along said West line a distance of 307.87 feet; thence N.89'41'11"E. a distance of 522,37 feet; thence 5.00'02'33"E. a distance of 14.41 feet; thence N.89'46'27"E. a distance of 125.00 feet to the East line of said Tract 196; thence S.00'02'33"E. a distance of 293.60 feet to the Point of Beginning. And they do hereby dedicate to public use forever the streets and roads shown within this plat, including a 10 foot wide strip of additional right of way for Progress Road. Lot 11, Block 1, a one (1) foot strip as shown hereon, is hereby dedicated to Spokane County cis general County property to be held in trust until continuation of the streets are dedicated or deeded. No more than one dwelling structure be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat. Side and rear yard setbacks shall be determined at the time building )ermits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, 1.he local fire protection district, Spokane County Division of Building and Planning and the water supplier (purveyor) will be installed within the plat and the subdivider/sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water S!stem Plan for Spokane County. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on —site sewage system shall not be authorized. Drainage Easements, as platted and shown hereon, which are for the purposes of installing, operating, ard maintaining drainage ponds and drainage facilities to dispose runoff iii hereby granted to Spokane County a d the blic The drainage easement and plat are subject to the separate Declaration of Covenant as recorded 2,,.• _� under Auditor's Document No. 4..' 0. . , which by reference are made a part hereof. Utility easements as shown herein are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of said utilities, together with the right to inspect said utilities and to trim and/or remove brush and tress which may irterfere with the construction, maintenance and operation of same. This plat or any portion thereof and the use of any property therein shall be subject to and RESTRICTIONS FOR SPRINGFIELD ADDITION AT AUTUMN CREST as recorded the -- day of —. icted by thg terms and conditions of the CONVENANT, CONDITIONS AND 19 under Auditor's File No. 5.00' SOO'02'33"E 14.41' N89'46'27"E 125.00' 41, 125.00 0' WIDE UTIL. ESMT. 1 10,000 S.F N89°46'27"E 125.00' z 10,000 S.F DRAINAGE EASEMENT N89'46'27'E 03 125.00' DRAINAGE EASEMENT 10,000 S.F N89°46'27'E 125.00' 10' WIDE UTIL. ESMT, 4 10,000 S.F 589'46'27'W 125.00' 1 PfLinder . , President L DR FD. BRASS CAP MON & RP'S PER FINAL PLAT OF AUTUMN CREST SECOND ADDITION IN VOLUME 20 OF PLATS, PAGE 27. _7 AY E 1 A nIr11‘1 nLJ Li I I IVIN 1 DRIVEWAY C POINT OF BEGINNING NE CORNER OF TRACT 199 OF VERA SO6'02'33"E 26.40' I 1 IN WITNESS WHEREOF, the aforesaid owners have LINDERMAN CONSTRUCTION NIPANY, INC. A Washington Corp ACKNOWLEDGMENTS STATE OF WASHINGTON County of Spokane )ss hereunto 1 0 L set their hand this WASHINGTON TRUST BANK A Corporation GRAPHIC SCALE 50 0 25 50 ( IN FEET ) inch = 50 ft. LEGEND 100 © —FND. 1 /2" REBAR WITH YPC STAMPED "MO©RE 18091" PER AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 PAGES 73 AND 74, UNLESS OTHERWISE NOTED • —SET 10" REBAR W/YPC STAMPED "M©ORE 18091 (UNLESS OTHERWISE NOTED) AS: • —ANGLE POINT IN BOUNDARY 1 —LOT CORNER • —CENTERLINE MONUMENT B.S. —BUILDING SETBACK 1234 - STREET ADDRESS BASIS OF BEARINGS THE BEARING OF N.00'02'33"W. ALONG THE CENTERLINE OF ST. CHARLES ROAD AS SHOWN ON THE PLAT OF AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 OF PLATS, PAGE 73 & 74, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 3C TEN —SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION "C". SURVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.61 ACRES. 2. THE AREA DEDICATED FOR PUBLIC ROADS IS 0.95 ACRES. y of Y On this day of ._,Zr .__.W.� .._. . . ......, 19 Q f , before me, the undersigned, a Notary Public in and for the State of Washington, personally ca peared LONNIE LINDERMAN, to me known to be the President of LINDERMAN CONSTRUCTION COMPANY, INC., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed (if any is the corporation seal of said corporation. Given under my hand and official seal the day and year last above written. Ads& PAlus..-_ NOTARY PUBLIC in and for the State o Washington, residing at Spojane My commission expires STATE OF WASHINGTON )ss County of Spokane At• AM. I certify that I know or that I have satisfactory evi•ence th before me, and said person acknowledged that signe execute the instrument and acknowledged it as the corporation, to be the free and voluntary act of such corporation, DATED this MIMI day of _,•. NOTARY PUBLIC in and for Washington, residing at Sp My commission expires 1941 0mILM._.. ,1,.._ is the p rson who appeared urnept, on oath stated that was authorized to of WASHINGTON TRUST BANK, a Washington or the uses and purposes stated in the instrument. AUDITOR'S CI RTIFI( ATE Filed for record this day of Book __---__ of Plats at page 19 at the request of — M. in )eputy SURVEYO ;'S CI:RTIFICATE nts ca sury !y me de by me or under my direction in quirements c the Spokane County Subdivision Ordinance. Petrick J. M(!I<ore, PLS C .rtificate Number 18091 SPOKANE COUNT ' DIVISION OF UTILITIES Examined and approved this d ty of r/S`)okane County SPOKANE COUNTY DIVISI )N OF ENGINEERING AND ROADS Examined and approved this.Z9' d iy of Mt S )okane Co y Engi SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING Examined and approved this d ay of , 19 D rector, Spokane County Building and Planning SPOKANE REC ONAL HEALTH DISTRICT Examined and approved this ..,.. . d >!y of , 19 Examined and approved this for Spokane Regional Health Officer SPOKANE COUNTY ASSESSOR d ay of 19 Spokane County Assessor by Deputy SPOKANE C( UNTY COMMISSIONERS This plat was approved and accepte+ by i he County Commissioners of Spokane County, Washington, on this ... day of ,.., , 19 ,...,.,.,... Chat an, Spokane County Commissioners SPOKANE COUN rY TREASURER I, Treasurer of Spokane County, Was lingto I do hereby certify that all taxes which have been levied and become chart eable against the land shown within this map have been fully paid this_ ,..,., day of w.�.......,,n, 19 ., ,.. Spokane County Treasurer by Deputy INLAND mop' ■ PACIFIC iii ENGINEERINQ 707 West 7th • S ite 2C0 (509) 458-6840 Spokane, WA 992i 4 FAX: (509) 458-6844 FINAL PLAT OF SPRINGFIELD .ADDITION AT AUTUMN CREST BEING A REPEAT 0 { A PORTION OF TRACTS 196 AND 199 OF VERA IN THE NE 1/4 OF SECTION 26, T.25 N., Rz14 E., W.M. SPOKANE COUNTY. WASHINGTON ~ ~ t.. ~S ~r~} ~ ~ I ~_a,~ _..w.., ~ ~ s ~ ~ ~ ~ r _ # f ~ ~ G ~ i a, L I' r ,~3 ~ f I j a C t ~ µ € _ y 's r ~3 i f ,a£ a, k r, i _ _ b ~ ~ 4 rr': .x C . E ii~ i a . ~ _ _ _ ~ l ~ a s ~ ~ C ~ ~ ® ~ l ~ ~ i ~ I ~ p t i _ _ yx I i i t ~ i and `t I ~ d i ~ ~ i i f ~ ~ t ~ i i _ - . . ® r i s i ~ 9° t { ..2 3 ' ' h,~- r..~ 4 a:-~ z C ~ od ~"1 ~ Wm..m. a- _ - 30' 10' ADDITIONAL R/W (71 7 15 6 PROGRESS z 20' C 0 in O © i © 0' z z. CALC. POSITION PER PLATS OF AUTUMN CREST 3RD AND 4TH ADDITION. NOT VISITED THIS SURVEY °RADIAL BEARINGO NUMBER R1 BEARING S47'54'20"W R2 S48*28'26"E N89'41 61.15 141.22 �� u7 cn 16,186 S.F N89'42'57"E (R 15.00' 6 16,267 S.F 62.28' S89'42'57'W 145.00' UNPLATTED FND. REBAR AT S.1. OF 20TH AVENUE PER PLAT OF AUTUMN CREST 4TH ADDITION DEDICATION 11,325 S.F 25 B.S. =1 11,233 S.F. 367.64' 647.63' CURVE TABLE N89'39'26"E 1335.28' A /\T "lam I 10,287 S.F N89'42'57'E CURVE RADIUS C 1 20.00' C2 20.00' 3 25.00' 522.37' 10,329 S.F 1 {)` WIOL U...11 ESMT, 18TH COURT 61.25' .00' - 1 WIDE UTIL. ESMT, z ,256 S.F ca 1 0,31 4S.F 80.00' S89'42'57"W A 1 I T I 114 4 I\ I-11.J I U IV1 i V ( 1 \ 0 377. KNOW ALL MEN BY THESE PRESENTS, that LANDRETH CONSTRUCTION, INC., a Washington Corporation has caused to be platted into Lots, Blocks, and Streets, the land shown here, to be known as SPRINGFIELD ADDITION AT AUTUMN CREST and being a replat of a portion of Tracts 196 and 199 of VERA, as per plat recorded n Book "0" of Plats, Page 30, in the Spokane County Auditor's Office, County of Spokane, State of Washington, describ{ad as follows: Beginning at the Northeast corner of said Tract 199; thence S.00*02'33"E. along the E,st line of said Tract 199 a distance of 26.40 feet to the northerly boundary of AUTUMN CREST FOURTH ADDITION as per plat recorded in Book 23 of Plats, Paces "73 and 74; thence westerly along the northerly boundary of said plat the following three (3) courses: 1 S.89'46 27"W. a distance of 125.00 feet; 2 N.00'02'33"W. a distance of 26.28 feet; 3 S.89'42'57"W. a distance of 377.14 feet to the Northwest corner of said AUTUMN CREST FOURTH ADDITION; thence continuing S.89'42'57"W, a distance of 145.00 feet to the Wester line of Tract 196 of said plat; thence N.00'05'07"W. along said West line a distance of 307.87 feet; thence N.89'41'11 E. a distance of 522.37 feet; thence 5.00'02'33"E. a distance of 14.41 feet; thence N.89'46'27"E. a distance of 125.00 Feet to the East line of said Tract 196; thence S.00'02'33"E. a distance of 293.60 feet to the Point of Beginning And they do hereby dedicate to public use forever the streets and roads shown within this plat. Lot 11, Block 1, a one (1) foot strip as shown hereon, is hereby dedicated to Spokane County as general County property to be held in trust until continuation of the streets are dedicated or deeded. No more than one dwelling structure be placed on any lot nor shall any lot be further :subdivided for the purpose of creating additional lots, ownership's, or building sites without first filing a replat. Side aid rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this zubdivision may be varied from if proper zoning approvals are obtained. This plat or any portion thereof and the use of any property therein shall be subject to and restricted by the terms and conditions of the CONVENANTS, CONDITIONS AND RESTRICTIONS FOR SPRINGFIELD ADDFION AT AUTUMN CREST as recorded the day of . _ 199__ under Auditor's File No. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the Ioccl fire protection district, Spokane County Division of Building and Planning and the water supplier (purveyor) will be installed within the plat and the subdivider/sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lat. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. A public sewer system will be made available for the plat and individual service will be provided to each lot pricr to sale. Use of individual on -site sewage system shall not be authorized. Drainage easements, as platted and shown hereon, which are for the purpose of installinc' and maintaining drainage swales and drainage facilities, as conditions of plat approval, are hereby granted to the public. This plat is subject to the separate DECLARATION OF COVENANTS as recorded____________ 199._.,.._, under Aucitor's Document No. which by reference is made a part hereof. 4' ENGTH 1 TANGENT HORD 1 DELTA 92' 28.22' . 89'45'30" 50' 20.08' 28.34' 90' 14'30" 21.0 LOT 11 BLOCK 1 (1' WIDE STRIP 90.00' n r1r1ITIr1n n LJ V I I! 1 19TH COURT N00'02'33' 26.28 U) 20.4148' 1 123 S00'02'33"E 14.41' N89'46'27 "E 125.00 C}' WIDE UTIL. ESMT. 10,000 S.F N89'46'27"E 25.00' 2 10,000 S.F N89'46'27"E 125.00 3 10,000 S.F N89°46'27"E 10,000 S.F 25.00' S89646'27" W 125.00' 2 O 667.64 DRIVE FD. BRASS CAP MON & RP'S PER AY C 1 T 7 n r1r�i�rrin r\vvII,ill ry L DR IYEWAY E NE CORNER TRACT 199 r' I \/ Utility easements as shown herein are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of said utilities, together with the right to inspect said utilities and to trim and/or remove brush and tress which may interfere with the construction, maintenance and operation of same. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hand this day of ..,.._.... . _ 199_ LANDRETH CONSTRUCTION, INC. A Washington Corporation Scott Landreth, Presiden Nancy J. Simms. Vice President ACKNOWLDGMENTS STATE OF WASHINGTON )ss County of Spokane ) On this _ day of t 19 before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared SCOTT LANDRETH and NANCY J. SIMMS, to me known to be the President and Vice President of LANDRETH CONSTRUCTION, INC., the Washington Corporation, that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year last above written. NOTARY PUBLIC in and for the State of Washington, residing at Spokane My commission expires GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) inch = 50 ft. LEGEND © -FND. 1/2" REBAR WITH YPC STAMPED "MOORE 18091" PER AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 PAGES 73 AND 74, UNLESS OTHERWISE NOTED -SET 1/2" REBAR W/YPC STAMPED "MOORE 18091" (UNLESS OTHERWISE NOTED) AS: • -ANGLE POINT IN BOUNDARY -LOT CORNER 0 -CENTERLINE MONUMENT B.S. -BUILDING SETBACK XXXX - STREET ADDRESS BASIS OF BEARINGS THE BEARING OF N.00*02'33"W. ALONG THE CENTERLINE OF ST. CHARLES ROAD AS SHOWN ON THE PLAT OF AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 OF PLATS, PAGE 73 & 74, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 3C TEN -SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION "C". SURVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.61 ACRES. 2. THE AREA DEDICATED FOR PUBLIC ROADS IS 0.95 ACRES. INLAND PACIFIC ENGINEERING 707 West 7th • Suite 200 (509) 458-6840 Spokane, WA 99204 FAX: (509) 458-6844 AUD TOR'S CERTIFICATE Filed for record this _ .___ day of 19_.__ at Book __._.._. of Pla s at gage at the request of _ Deputy SURVEYOR'S CERTIFICATE M. in This map correctly repr ;sent;. a survey made by me or under my direction in conformance with the r 3quirements of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SP ►KANE COUNTY DIVISION OF UTILITIES Examined and approved this day of Spokane County Utilities SPOKANE (OUNT' DIVISION OF ENGINEERING AND ROADS Examined and approved this_ day of Spokane County Engineer SPOKANE COUt TY DIVISION OF BUILDING AND PLANNING Examined and approved :his_ day of Director, Spokane County Building and Planning S 'OKANE REGIONAL HEALTH DISTRICT Examined and approved his _ _day of 19 for Spokane Regional Health Officer SPDKANE COUNTY ASSESSOR Examined and approved f'iis day of Spokane County Assessor by Deputy POKANE COUNTY COMMISSIONERS This plat was approved a 4 act:epted by the County Commissioners of Spokane County, Washington, on this day Df 19 Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER I, Treasurer of Spokane C )unty, Washington do hereby certify that all taxes which have been levied ar d become chargeable against the land shown within this map have been fully )aid this day of 19 Spokane County Treasurer by Deputy FINAL PLAT CIF RECEIVED JAN 08 1998 SPRINGFIELD ADDITI01r4"°°""`"3'"FEp AT AUTUMN CREST BEING A REPEAT OF l?ORTION OF TRACTS 196 AND 199 OF VERA IN THE NE 1/4 c,ECTION 26, T.25 N. R.44 E., W.M. SPOKANE COUNTY, WASHINGTON N89•39'26E 1 5.28' 667.64' 667.64' FD. BRASS CAP MON Sc RP'S PER .14 7 z 30' 20' 10' ADDITIONAL R/W )1 7 16 I NO0.0507" Li 'co 0.6 Z z 10' CALC. POSITION PER PLATS OF AUTUMN CREST 3RD AND 4TH ADDITION. NOT VISITED THIS SURVEY 6 °RADIAL BEARING 0 NUIv BER RI R2 5 16,186 S.F N '42'57"E (R 5.00 6 1 6,267 S.F 62.28' UN BEARING S47.5420''W S48*28'2CE S89.42 57''W 145."01 PLATTED END, REBAR AT S.I. OF 20TH AVENUE PER PLAT OF AUTUMN CREST 4TH ADDITION DEDICATION A ('N N89'41 1 4 .22 0 CD 0 1 1 ,325 S.F 25 B. . 10•.** 7 11 ,233 .86' =7 7 z A I I '7' I 1 r-‘L)1 k,..) 647.63' CURVE C 1 C2 C3 RADIUS 522. 7' 20.00' 20.00' 25.00' CURVE TABLE LENGTH 31.33' 31.50' 21.031 TANGENT 19.92' 20,08' 11.18' LOT 11 BLOCK 1 (1' WIDE STRIP CHORD 80.00' 10,287 S.F 6 .46 80.00' 2 10,329 S.F 10' WIDE JTIL. ESNT, 80.0 M„cT,Z0.00N 90.00' 10' WIDE UTIL. FSMT, 1 1 ,539 S.F 30 B.S 70.08' N89'42'57"E 18TH COURT 3 7.26' cn 6 .25 8 1 0,256 S.F 80.00' co 'co 0 S89.42'57"W 80.00 30 B.S. 10' WIDE UT1L, ESMT, 10,31 4S,F 80.00' 69. 2 10 1,517 S.F • • • • • : Cd Lfl : : Cs, • 10' WIDE UTIL, ESMT. 90.00' IP' 377.14' A rh‘ /-\ IL/14 0 (k) 103 1c 30' 30' 30' 30' N00.02133 26.28' 28.22' 28.34' 20.41' DELTA 89'4530" 90'14'30" 48'11'23" S00.02'33”E 14.41 N89.46'27"E 6 cl co 125.00 • WIDE UTIL. ESMT. 1 10,000 S.F 2 10,000 S.F N89°46'27''E 25.00' COI ol 125.00' 3 10,000 S.F N89°46'27''E 125.00' 10' WIDE : UTIL. ESMT. vi 4 10,000 S.F CD S 9'46'27 125.00' L R VE AY G 7 1 7 A r\ r-\ r-r-Irf•-\ i r-‘ LI LI I I R.../ I NI NE CORNER -. TRAi 1 19TH COURT S8942'57"W 177.02' KNOW ALL MEN BY THESE PRESENTS, that LANDRETH CONSTRUCTION, INC., a Washington Corporation has caused to be platted into Lots, Blocks, and Streets, the land shown here, to be known as SPRINGFIELD ADDITION AT AUTUMN CREST and being a replat of a portion of Tracts 196 and 199 of VERA, as per plat recorded in Book .0" of Plats, Page 30, in the Spokane County Auditor's Office, County of Spokane, State of Washington, descril)ed as follows: Beginning at the Northeast corner of said Tract 199; thence S.00•02133"E. along the Last line of said Tract 199 a distance of 26.40 feet to the northerly boundary of AUTUMN CREST FOURTH ADDITION 0 3 per plat recorded in Book 23 of Plats, PoRies 73 and 74; thence westerly along the northerly boundary of said plat 7he following three (3) courses: 1 S.89'46 27W. a distance of 125.00 feet; 2 N.0002'33"W. a distance of 26.28 feet; 3 S.89'42'57"W. a distance of 377.14 feet to the Northwest corner of said AUTUMN CREST FOURTH ADDITICN; thence continuing S.8942'57"W. a distance of 145.00 feet to the Westerly line of Tract 196 if said plat; thence N.0O'05'07"W. along said West line a distance of 307.87 feet; thence N.8941'11 E. a distance of 52; .37 feet; thence 5.00'02'33E. a distance of 14.41 feet; thence N.89'46'27E. a distance of 125.00 Feet to the East line of said Tract 196; thence S.00.02'33"E. a distance of 293.60 feet to the Point of Beginning And they do hereby dedicate to public use forever the streets and roads shown within this plat. Lot 11, Block 1, a one (1) foot strip as shown hereon, is hereby dedicated to Spokane County as general County property to be held in trust until continuation of the streets are dedicated or deeded. No more than one dwelling structure be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownership's, or building sites without first filing a replat. Side Jnd rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. This plat or any portion thereof and the use of any property therein shall be subject t -) and restricted by the terms and conditions of the CONVENANTS, CONDITIONS AND RESTRICTIONS FOR SPRINGFIELD ADDITION AT AUTUMN CREST as recorded the day of . 199_ under Auditor's File No. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire protection district, Spokane County Division of Building and Planning and the water supplier (purveyor) will be nstalled within the plat and the subdivider/sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each iot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accorcance with the Coordinated Water System Plan for Spokane County. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized. Drainage easements, as platted and shown hereon, which are for the purpose of installing and maintaining drcinage swales and drainage facilities, as conditions of plat approval, are hereby granted to the public. This plat is subject to the separate DECLARATION OF COVENANTS as recorded___________ 199_, under Additor's Document No. which by reference is made a part hereof. -T- z U) 2 Utility easements as shown herein are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of said utilities, together with the right to inspect said utilities and to trim and/or remove brush and tres which may interfere with the construction, maintenance and operation of same. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hanc this day of ____________, 199__. LANDRETH CONSTRUCTION, INC. A Washington Corporation Scott an e h, President Nancy J. Simms. Vice President ACKNOWLDGMENTS STATE OF WASHINGTON County of Spokane GRAPHIC SCALE 50 0 25 50 ( IN FEET ) inch = 50 ft. LEGEND 100 o -FND. 1/2" REBAR WITH YPC STAMPED "MOORE 18091" PER AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 PAGES 73 AND 74, UNLESS OTHERWISE NOTED • -SET 1/2" REBAR W/YPC STAMPED "MOORE 18091" (UNLESS OTHERWISE NOTED) AS: • -ANGLE POINT IN BOUNDARY -LOT CORNER * -CENTERLINE MONUMENT B.S. -BUILDING SETBACK XXXX - STREET ADDRESS BASIS OF BEARINGS THE BEARING OF N.00'02133"W. ALONG THE CENTERLINE OF ST. CHARLES ROAD AS SHOWN ON THE PLAT OF AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 OF PLATS, PAGE 73 & 74, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT HIS SURVEY WAS PERFORMED USING A TOPCON GTS 3C 1,EN -SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION "C". SURVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.61 ACRES. 2. THE AREA DEDICATED FOR PUBLIC ROADS IS 0.95 ACRES. On this day of _______ 19 , before me, ''-ie undersigned, a Notary Public in and for the State of Washington, personally appeared SCOTT LANDRETH and :'IANCY J. SIMMS, to me known to be the President and Vice President of LANDRETH CONSTRUCTION, INC., the Washington Corporation, that executed the within and foregoing instrument, and acknowledged the said instrument to be "le free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year last above written. • • (-NOTARY PUBLIC in and for th0;stale o Washington, residing at Spokane My commission expires PEANC:NIEERING INLAND 707 West 7th • Suite 200 (509) 458-6840 Spokane, WA 99204 FAX: (509) 458-6844 AUCITOR'S CERTIFICATE Filed for record this _ __ day of 19___ Book of Plc Ls at page the request of M. in Deputy SURVEYOR'S CERTIFICATE This map correct y revesents a survey made by me or under my direction in conformance with the -equiraments of the Spokane County Subdivision Ordinance. Patrick J. Moore, P S Certificate Number 18091 SI OKAN•: COUNTY DIVISION OF UTILITIES Examined and approve( this day of , 19 Spokane County Utilities SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Examined and approve( this., day of • 19 Spokane County Engineer SPOKANE CO( NTY DIVISION OF BUILDING AND PLANNING Examined and approvec this_ day of , 19 . Director,Spokane County Building and Planning ;POKPNE REGIONAL HEALTH DISTRICT Examined and approved this _ day of , 19 Examined and approved this for Spokane Regional Health 0fficer SPOKANE COUNTY ASSESSOR day of , 19 Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS This plat was approved 3 nd occepted by the County Commissioners of Spokane County, Washington, on this day of , Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER I, Treasurer of Spokane County, Washington do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been full • paid this day of , 19 Spokane County Treasurer by Deputy RECEIVED JAN 0 5 19.23 sPoKANE COUNTY MOM FINAL PLAT OF SPRINGFIELD ADDITION AT AUTUMN CREST BEIXG A REPLAT OF A PORTION OF TRACTS 196 AND 199 OF VERA IN THE NE 1/4 SECTION 26, T.25 N., R.44 E., W M SPOKANE COUNTY WASHINGTON w z COUNTY DATUM SPOKANE COUNTY DATUM PER AUTUMN CREST 1st & 2nd ADDITIONS PLANS EAST FLANGE BOLT OF FIRE HYDRANT ON WEST SIDE OF SULLIVAN © S. PLAT BOUNDARY ELEV=2032.92 EXISTING BASIN 'I? 2 BASIN Ti T2 U1 U2 V OFFSITE GRAPHIC SC ALE ( IN FEET ) 1 inch 50 it BASIN SUMMARY TOTAL AREA 31630 36260 35138 27816 386 2 28402 34340 MPERV1OUS AREA 4644 4644 7595 5908 7031 NEW=2463 NE EXIST=5542 0 UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 SEC. 26, T.25 N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON SHEET OF JOB NUMBER 97117 N89'39'26"E 1335.28' 667.64' 667.64' FD. BRASS CAP MON & RP'S PER 20' 30' 10' ADDITIONAL R/W PROGRESS 15 7 N 0 0 0 z CALC. POSITION PER PLATS OF AUTUMN CREST 3RD AND 4TH ADDITION. NOT VISITED THIS SURVEY ORADIAL BEARING 0 NUMBER BEARING R1 S47'54'20"W f 2 54b'28'''''6"E 16,186 S.F N89'42'57"E (R 16,267 S.F S89'42'57'W 145.00' UNPLAT ED END. REBAR AT S,I. OF 20TH AVENUE PER PLAT OF AUTUMN CREST 4TH ADDITION DEDICATION TANGENT TABLE LINE ( DIRECTION DISTANCE T1 Sc N89'57'2 7 " E 28.75 8.8 T2 N89'4257E T3 N00'02'33 N90'00'0 3 E 5 ) S89'42'57'W 25.00£ T6X' N89'46'2 7-E 36.`0' T7 K N00'02'33"W 15.00° 23,00 N89'4 11,325 S.F 11,233 S.F. A (' T r- % 0,00 647.63' CURVE 2 RADIUS 20.00 U RVE TABLE LENGTH TANGENT 92 HORD DELTA 28.22 89' 45'30 20.00 .50 20.0 28.34 90' 140 C3 "E 522.37' 0. 0, �0.00' DRA.iNAGE EASEMENT N89'42'57"E D .AINAOE MENT G B.S. 18TH COURT DRAINAGE EASEMENT T4 `\I 30 B.S. DF .AiNAGE EASEMENT 1 C,2555 5.F r., 1 0,3145,E 0.0O' 389'42'57"W A I ITI I A A N t r \L) J lJ IVI I 377.14' 25.00 0 LOT 11 BLOCK 1 (1' WIDE STRIP IV cn 4.92' 69.92' WIDE UTIL. ESMT. DRAINAGE EASEMENT - ,517 5.F 10' WICE UIIL. E�=MT. +*- .• A nr-NiTtnKI nvLJl IvI NI 19TH COURT S89'42'57"W 177.02' KNOW ALL MEN BY THESE PRESENTS, that LANDRETH CONSTRUCTION, INC., a Washington Corporation has caused to be platted into Lots, Blocks, and Streets, the land shown here, to be known as SPRINGFIELD ADDITION AT AUTUMN CREST and being a replat of a portion of Tracts 196 and 199 of VERA, as per plat recorded in Book "0" of Plats, Page 30, in the Spokane County Auditor's Office, County of Spokane, State of Washington, described as follows: Beginning at the Northeast corner of said Tract 199; thence S.00'02'33"E. along the Eat line of said Tract 199 a distance of 25.40 feet to the northerly boundary of AUTUMN CREST FOURTH ADDITION as per plat recorded in Book 23 of Plats, Paces 73 and 74; thence westerly along the northerly boundary of said plat the following three (3) courses: 1 S.89'46 27"W. a distance of 125.00 feet; 2 N.00'02'33"W. a distance of 26.28 feet; 3 S.89'42'57"W, a distance of 377.14 feet to the Northwest corner of said AUTUMN CREST FOURTH ADDITION; thence continuing S.89'42'57"W, a distance of 145.00 feet to the Wester line of Tract 196 of said plot; thence N.00 05'07"W. along said West line a distance of 307.87 feet; thence N.89'41'11 E. a distance of 522.37 feet; thence S.00'C2'33"E. a distance of 14.41 feet; thence N.89'46'27"E. a distance of 125.00 Feet to the East line of said Tract 196; thence S.00'02'33"E. a distance of 293.60 feet to the Point of Beginning And they do hereby dedicate to public use forever the streets and roads shown within this plat. Lot 11, Block 1, a one (1) foot strip as shown hereon, is hereby dedicated to Spokane County as general County property to be held in trust until continuation of the streets are dedicated or deeded. No more than one dwelling structure be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownership's, or building sites without first filing a replat. Side and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this si bdivision may be varied from if proper zoning approvals are obtained. This plat or any portion thereof and the use of any property therein shall be subject to and restricted by the terms and conditions of the CONVENANTS, CONDITIONS AND RESTRICTIONS FOR SPRINGFIELD ADDITION AT AUTUMN CREST as recorded the _ ___. day of __-_____. 199___ under Auditor's File No. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire protection district, Spokane County Division of Building and Planning and the water supplier (purveyor) will be installed within the plat and the subdivider/sponsor will provide for individual domestic water service as well as fire protection to each iot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized. Drainage easements, as platted and shown hereon, which are for the purpose of installing and maintaining drainage swales and drainage facilities, as conditions of plat approval, are hereby granted to the public. This plat is subject tii) the separate [DECLARATION OF COVENANTS as recorded__ ______ 199__, under Auditor's Document No. which by reference is made a part hereof. 0 a Cr) 0 N00'02'33"W 26.28' 0 20,41' 48' 1 1'2 S00'02'33"E 14.41 N89'46'27"E 125.00' ©' WIDE UTIL. ESMT. 10,000 S.F N89°46'27"E 125.00' 10,000 S.F DRAINAGE EASEMENT 1 ?5,00' DRAINAGE EASEMENT 10,000 S.F N89'46'27"E 125.00' �1 U' WIDE:. UT'L. ESMT. S89'46'27"W 125.00 2 A 'r -7 r-' 1 \.J A r1 n 1 r,LJLJI 1 A - r DRIVEWAY NE CORNER TRAC 199 Utility easements as shown herein are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of said utilities, together with the right to inspect said utilities and to trim and/or remove brush and tress which may interfere with the construction, maintenance and operation of same. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hand this day of ..._-., __ __ __, 199__. LANDRETH CONSTRUCTION, INC. A Washington Corporation Scott Landreth, President Nancy Simms. Vice Presiden ACKNOWLDGMENTS STATE OF WASHINGTON County of Spokane ss 1 I '50 GRAPHIC SCALE 0 25 ( IN FEET ) inch = 50 ft. LEGEND 100 0 -FND. 1/2" REBAR WITH YPC STAMPED "MOORE 18091" PER AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 PAGES 73 AND 74, UNLESS OTHERWISE NOTED • -SET i/2" REBAR W/YPC STAMPED "MOORS 18091" (UNLESS OTHERWISE NOTED) AS: • -ANGLE POINT IN BOUNDARY 1 • -CENTERLINE MONUMENT B.S. -BUILDING SETBACK XXXX - STREET ADDRESS -LOT CORNER BASIS OF BEARINGS THE BEARING OF N.00'02'33"W, ALONG THE CENTERLINE OF ST. CHARLES ROAD AS SHOWN ON THE PLAT OF AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 OF PLATS, PAGE 73 & 74, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 3C TEN -SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION "C". SURVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.61 ACRES. 2. THE AREA DEDICATED FOR PUBLIC ROADS IS 0.95 ACRES. On this day of 19 before me, the undersigned, ( Notary Public in artd for the State of Washington, personally appeared SCOTT LANDRETH and NANCY J. SIMMS, to me known to be the President and Vice President of LANDRETH CONSTRUCTION, INC., the Washington Corporation, that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year last above written. NOTARY PUBLIC in and for the State o Washington, residing at Spokane My commission expires INLAND laPACIFIC ENGINEERING 707 West 7th • Suite 200 (509) 458-6840 Spokane, WA 99204 ,, FAX: (509) 458- 4 AU TOR' S CERTIFICATE Filed for record this .___.,__ . day of Book _..___.,. __ of Plats a page ..., ...., 19at .-,-.,_ M. in he request of Deputy SURVEYOR'S CERTIFICATE This map correctly represe Its a survey made by me or under my direction in conformance with the requ remerits of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SPOK/ NE COUNTY DIVISION OF UTILITIES Examined and approved th s day of , 19 Spokane County Utilities SPOKANE C01 NTY DIVISION OF ENGINEERING AND ROADS Examined and approved th s day of , 19 Spokane County Engineer SPOKANE COUNT ' DIVISION OF BUILDING AND PLANNING Examined and approved th s day of Director, Spokane County Building and Planning SPIIKANE REGIONAL HEALTH DISTRICT Examined and approved tl s _..._ day of 19 Examined and approved tt is for Spokane Regional Health Officer SPOKANE COUNTY ASSESSOR day of Spokane County Assessor by Deputy S 'OKANE COUNTY COMMISSIONERS This pleat was approved yr d accepted by the County Commissioners of Spokane County, Washington, on this_ - - . day of , 9 Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER I, Treasurer of Spokane C )unty, Washington do hereby certify that all taxes which have been levied at d become chargeable against the land shown within this map have been fully paid '.his day of . . , 19 Spokane County Treasurer by Deputy RECEIVED FINA PLAT FEB 2 7 1998 DF SPRINGFIELD ADDITION AT AUTUMY CREST BEING A REPEAT OF A PORTION OF TRACTS 196 AND 199 OF' 'ERA IN THE NE 1/4 SECTION 26, T.25 N., R.44 E. W.M. SPOKANE COUNTYI WASHINGTON SPOKANE COUNTY ENGINEER W\SOSK\971 15 30' 20' 10' ADDITIONAL R/W 7 15 6 L.i.J(1) ce I 0 Ct N.) CA _C. P )SITION PER PLATS OF AUTL AN CREST 3RD AND 4TI- ADDITION, NOT VIITED -HIS SURVEY OR \DIAL BEARING 0 JUMBER F?1 R2 0 z z 10' N8941 -r — A (-% I N89*39'26"E 1335,28' CURVE Cl RADIUS 20,00' C2 522.37' 20.00' CURVE TABLE LENGTH TANGENT CHORD DELTA 3' 19.92' 28.22' 89'4530° 0' 20.08' 28.34' 90*14'30" 25.00 21.03. 8' 20.41' 48112 LOT 11 BLOCK 1 (1' WIDE STRIP) 61 15' 16, 56 S.F N89"4: 5711= (R) 115.00' 16, 67 S.F 62 28' SE3r42'57.'W 45.00' JN : _A -TED FND. RE 3AR A r S.I. OF 20TH AVENUE PER PLAT OF AUTL IAN C ?EST 4TH ADDITION 14 .22' cR 11,325 S.F 0 0 11,233 S.F. 6' DEDICATION z A 1 I "7- I I 80.00' 10,287 S.F 6 .4 80.00' cD 0. 02 N89'42'57"E 18TH 6 .25' 8 10,256 S.F 0.00' 10,329 S.F 10' WIDE UTIL. ESMT. 80.00' COURT 0 0 80.00' 30 B.S. ......................... 10' WIDE UTIL. ESMT. 10,314S.F 80.00' 0 90.00' 10' WIDE UTIL. ESMT, 11,5:39 S.F 30 B.S. 70.08' 3 7.26' 69.92' 0 10 ,517 S.F co 10' WIDE UTIL, ESMT, 90 00' S89'42'57"W 377.14' A r, r-r-1.—‘1\ r--NyLii 1 lk.../tv •1 19TH COURT S89'42'57"W 177.02' KNOW ALL MEN BY THESE PRESENT, tha LANDRETH CONSTRUCTION, INC., a Washington Corporation has caused to be platted into Lots, Blocks, and Stree:s, th land shown here, to be known as SPRINGFIELD ADDITION AT AUTUMN CREST and being a replat of a portion of Tract 196 and 199 of VERA, as per plat recorded in Book AO" of Plats, Page 30, in the Spokane County Auditor's Office, (ounty of Spokane, State of Washington, described as follows: Beginning at the Northeast corner of sok Traci: 199; thence S.00'02'33"E. along the East line of said Tract 199 a distance of 26.40 feet to the northerly t )undary of AUTUMN CREST FOURTH ADDITION c 3 per plat recorded in Book 23 of Plats, Papas 73 and 74; thence west( rly along the northerly boundary of said plat the following three (3) courses: 1 S.89.46 27"W. a distance of 125.00 feet; 2 N.00'02'33"W, a distance of 23.28 1 set; 3 S.89'42'57"W. a distance of 377.14 feet to the Northwest corner of said AUTUMN CREST FOURTH ADDITION; thence continuing S.89'42'57"W. a distance of 45.00 feet to the Westerly line of Tract 196 t:f said plat; thence N.00'05'07"W. along said West line a distance of 307.8 ' feet; thence N.89'41'11 E. a distance of 522.37 feet; thence S.00'02'33"E. a distance of 14.41 feet; thence N.89'46'2: "E. a distance of 125.00 Feet to the East line of said Tract 196; thence S.00'02'33"E. a distance of 293.60 feet o the Point of Beginning And they do hereby dedicate to public u; e forever the streets and roads shown within this plat. Lot 11, Block 1, a one (1) foot strip as shown hereon, is h areby dedicated to Spokane County as general County property to be held in trust until continuation of the stree's are dedicated or deeded. No more than one dwelling structuro be )Iaced on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownership's, or b iilding sites without first filing a replat. Side nd rear yard setbacks shall be determined at the time building per nits ( re requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. This plat or any portion thereof 011(1 the Jse of any property therein shall be subject to and restricted by the terms and conditions of the CONVENANTS, CONC TIONS AND RESTRICTIONS FOR SPRINGFIELD ADE ITION AT AUTUMN CREST as recorded the day of 199___ under Auditor's File No. The public water system, pursuant to the WATER PLAN approved by County and State HaIth authorities, the local fire protection district, Spokane County [)ivisio of Building and Planning and the water supp ier (purveyor) will be installed within the plat and the subdivider/s)onso will Provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot cnd pi or to issuance of a building permit for each ot. Use of private wells and water systems is prohibited. Any water 5. arvice for this plat shall be provided in accorcance with the Coordinated Water System Plan for Spokane County. A public sewer system will be made avail dole for the plat and individual service will be provided to each lot prior to sale. Use of individual on —site sewage s 'stem shall not be authorized. Drainage easements, as platted and show I hereon, which are for the purpose of installing and maintaining drainage swoles and drainage facilities, as ccnditio s of plat approval, are hereby granted to th,; public. This plat is subject to the separate DECLARATION OF COVENANTS as recorded_ 199__, under Auditor's Document No. which by reference is made a part hereo . 30' 30' 30' I 0 > cc. 0 30' If SO0'02'3 ”E 14.41 N8946'27"E 125.00' 46 125.00' 10' WIDE UTIL. ESMT, 1 10,000 S.F N89°46'27"E co 0 125.00' 3 10,000 S.F N89°46'27''E NO0'02'33” 26.28' 125.00' WIDE UTIL. ESMT. 4 10,000 S,F S89•46 27 2 125.00' cn 6 7.64' T VT..... I A /r\ r41 V V \,./ 4/ DRIVEWAY G 7 -7 A r\r\I-r1i,--\I r. r-% IL/IN DRIVE 7 NE CORNER TRAC 7 199 1 A AYE 1 f Utility easements as shown herein are hereby dedicated to the serving Ltility companies for the construction, reconstruction, maintenance and operation of said utilit es, together .wjth the right to inspect said utilities and to trim and/or remove brush and tres3 which may interfere with the construction, maintenance and operation of same. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hanc this day of 199__. LANDRETH CONSTRUCTION, INC. A Washington Corporation Scott andreth, Presiden Nancy J. Simms. Vice President ACKNOWLDGMENTS STATE OF WASHINGTON County of Spokane )s s 11 GRAPHIC SCALE 50 0 25 50 ( IN FEET inch = 50 ft. LEGEND 100 o —FND. 1/2" REBAR WITH YPC STAMPED "MOORE 18091" PER AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 PAGES 73 AND 74, UNLESS OTHERWISE NOTED • —SET 1/2" REBAR W/YPC STAMPED "MOORE 18091" (UNLESS OTHERWISE NOTED) AS: • —ANGLE POINT IN BOUNDARY —LOT CORNER * —CENTERLINE MONUMENT B.S. —BUILDING SETBACK XXXX — STREET ADDRESS BASIS OF BEARINGS THE BEARING OF N.00'02'33"W. ALONG THE CENTERLINE OF ST. CHARLES ROAD AS SHOWN ON THE PLAT OF AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 OF PLATS, PAGE 73 & 74, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 3C TEN —SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION "C". SLRVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.61 ACRES. 2. THE AREA DEDICATED FOR PUBLIC ROADS IS 0.95 ACRES. On this day of 19 before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared SCOTT LANDRETH and NANCY J. SIMMS, to me known to be the President and Vice President of LANDRETH CONSTRUCTION, INC., the Washington Corporation, that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year last above writien. rxv NOTARY PUBLIC in and for the State o Washington, residing at Spokcie My commission expires INLAND MCPACIFIC ENGINEERING 707 West 7th • Suite 200 (509) 458-6840 ,...Spokane, WA 99204 FAX: (509) 458-6844 AUDITOR'S CERTIFICATE Filed for record this day of , at M. in Book of Plats at page at the request of Deputy SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY DIVISION OF UTILITIES Examined and approved this day of Spokane County Utilities SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Examined and approved this day of , 19 . Spokane County Engineer SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING Examined and approved this day of , 19 Director, Spokane County Building and Planning SPOKANE REGIONAL HEALTH DISTRICT Examined and approved this day of , 19_. for Spokane Regional Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this doy of , 13 Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of , 19 Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER , Treasurer of Spokane County, Washington do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of , 19 OF SPRINGFIELD ADDITION AT AUTUMN CREST BEINGA REPLAT OF A PORTION OF TRACTS 106 AND 199 OF VERA IN THE NE 1/4 SECTION 26 T.25 N., R.44 E. W M SPOKANE COUNTY WASHINGTON Spokane County Treasurer by Deputy RECEIVED JAN a 5 1,03 FINALPLAT spo...couNTI,ENGINE, J a. 0 25' 30' 20' 10' ADDITIONAL R/W PROGRESS DEDICATION z 0' N 0 CALC. POSITION PER PLATS OF AUTUMN CREST 3RD AND 4TH ADDITION. NOT VISITED THIS SURVEY N89'39'26E 135.28' 16TH AVENUE CURVE TABLE CURVE RADIUS LENGTH TANGENT HORD C 1 20.00' 667.64' 647.63' 9228.22 ' 89'45' 0 C2 20.00' 0' 20.08' 28.34 90' 1430" C3 25.00' 21.0 ORADIAL BEARING O .15' NUMBER 5 16,186 S.F N89'42'57"E (R 5.00' 6 16,267 S.F 62.28' S89'42'57"W 145.00' FND, REBAR AT S.I. OF 20TH AVENUE PER PLAT OF AUTUMN CREST 4TH ADDITION EARJNG S47'54'20"W S48'28'26"E N89'41 11,325 S.F 15121 25 B. 15122 7 11,233 S.F. 86' "E 8' 20.41 48' v A r A l'T 10,287 S.F 15209 DRAINAGE EASEMENT 522.37' 80.00 2 10,329 S.F 15217 DRAINAGE EASEMENT 30 B.S. .............. 80.00' N89'42 57'E 317.26' 18TH COURT DRAINAGE EASEMENT 15210 8 10,256 S.F 80.00' \ S89'42'5 i' \, A `T'IIAAIs1 n� I VIVIiV 0.00' 30. B.S. ...... DRAINAGE EASEMENT 15218 10,314S,F 0 377.14' TANGENT TABLE LINE I DIRECTION l DISTANCE T1 N89'57'27"E 28.75' T2 N89'42'57''E 8.83' T3 N0O'02'33"W T4.-.., N89'42'57"E 23.00' 15.00' T5 S89'42'57"W 25.00' T6 N89'46'27"E T7 N00'02'33'W LOT 11 BLOCK 1 (1' WIDE STRIP 0.00' 10' WIDE UTIL. ESMT. ti 11,539 S.F DRAINAGE EASEMENT-- 15225 - 10' WIDE UTIL. ESMT. 70.08' I T. 10' WIDE UTIL. ESMT. 10' WIDE' UTIL. ESMT.- 90.00' A r1r\1'n'If1NI !1L/LJI I IVI 19TH COURT S89'4257"W 177.02' N00'02'33"W 26.28' 36.50' KNOW ALL MEN BY THESE PRESENTS, that LINDERMAN CONSTRUCTION COMPANY, INC., a Washington Corporation, and WASHINGTON TRUST BANK, a corporation, have caused to be platted into Lots, Blocks, and Streets, the land shown here, to be known as SPRINGFIELD ADDITION AT AUTUMN CREST and being a replat of a portion of Tracts 196 and 199 of VERA, as per plat recorded in Book "0" of Plats, Page 30, in the Spokane County Auditor's office, County of Spokane, State of Washington, described as follows: Beginning at the Northeast corner of said Tract 199; thence S.00'02'33"E. along the East line of said Traci 199 a distance of 26.40 feet to the northerly boundary of AUTUMN CREST FOURTH ADDITION, as per plat recorded in Book 23 of Plats, Pages 73 and 74; thence westerly along the northerly boundary of said plat the following three (3) courses: 1 S.89'46'27"W. a distance of 125.00 feet; 2 N.00'02'33"W. a distance of 26.28 feet; 3 S.89'42'57"W. a distance of 377.14 feet to the Northwest corner of said AUTUMN CREST FOURTH ADDITION; thence continuing S.89'42'57"W. a distance of 145.00 feet to the Westerly line of Tract 196 of said plat; thence N.00'05'07"W. along said West line a distance of 307.87 feet; thence N.89'41' 1 1 "E. a distance of 522.37 feet; thence S.00'02'33"E. a distance of 14,41 feet; thence N.89'46'27"E. a distance of 125.00 feet to the East line of said Tract 196; thence S.00'02'33"E. a distance of 293.60 feet to the Point of Beginning. And they do hereby dedicate to public use forever the streets and roads shown within this plat, including a 10 foot wide strip of additional right of way for Progress Road. Lot 11, Block 1, a one (1) foot strip as shown hereon, is hereby dedicated to Spokane County as general County property to be held in trust until continuation of the streets are dedicated or deeded. No more than one dwelling structure be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional Tots, ownerships, or building sites without first filing a replat. Side and rear yard setbacks shall be determined at the time building perrnits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire protection district, Spokane County Division of Building and Planning and the water supplier (purveyor) will be installed within • the plat and the subdivider/sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for Each lot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water Syste-n Plan for Spokane County. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized. Drainage Easements, as platted and shown hereon, which are for the purposes of installing, operating, and rnaintaining drainage ponds and drainage facilities to dispose runoff hereby granted to Spokane County a dZ.t e blic The drainage easement and plat are subject to the separate Declaration of Covenant as recorded under Auditor's Document No. 1)... _, which by reference are made a part herTof, Utility easements as shown herein are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of said utilities, together with the rightto inspect said utilities and to trim and/or remove brush and tress which may interfere with the construction, maintenance and operation of same. This plat or any portion thereof andt the use of any property therein shall be =subject to"' RESTRICTIONS FOR SPRINGFIELD AD©ITIM AT AUTUMN CREST as recorded the d6y }of • , stricted by th . terms and conditions of the CONVENAI T , CONDITIONS AND 191 under Auditor's File No. 15.00' SOO'02'33"E 14.41 N89'46'27"E 125.00' • 125.00 :......� ' 10' WIDE UTIL. ESMT. 10,000 S.F N89'46'27"E 125.00 10,000 S.F DRAINAGE EASEMENT N89'46'27'E 125.00' DRAINAGE EASEMENT 0,000 S.F N89'46'27"E 10,000 S.F 27 125.00' 1 667.64 FD. BRASS CAP MON & RP'S PER FINAL PLAT OF AUTUMN CREST SECOND ADDITION IN VOLUME 20 OF PLATS, PAGE 27. -7 / A r1 n ITI r1 n I in Li Li l I ‘..J I v 1 DRIVEWAY C POINT OF BEGINNING NE CORNER OF TRACT 199 OF VERA SOO'O2'33"E 26.40' I I I 1 IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hand this LINDERMAN CONSTRUCTION 4W1PANY, INC. A Washington Corp nie Linder • Presiden ACKNOWLEDGMENTS STATE OF WASHINGTON WASHINGTON TRUST BANK A Corporation GRAPHIC SCALE 50 0 25 50 ( IN FEET ) inch = 50 ft. LEGEND 100 Q -FND. 1/2" REBAR WITH YPC STAMPED "MOORE 18091" PER AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 PAGES 73 AND 74, UNLESS OTHERWISE NOTED • -SET 1 ©9142" REBAR (UNLESS OTHERWISEPC STAMPED RE NOTED) AS: • -ANGLE POINT IN BOUNDARY -T- -LOT CORNER • -CENTERLINE MONUMENT B.S. -BUILDING SETBACK 1234 - STREET ADDRESS BASIS OF BEARINGS THE BEARING OF N.00'02'33"W. ALONG THE CENTERLINE OF ST. CHARLES ROAD AS SHOWN ON THE PLAT OF AUTUMN CREST FOURTH ADDITION AS RECORDED IN BOOK 23 OF PLATS, PAGE 73 & 74, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEM ENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 3C TEN -SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION "C". SURVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.61 ACRES. 2. THE AREA DEDICATED FOR PUBLIC ROADS IS 0.95 ACRES. y of Y 1941 County of Spokane ) On this ditiradday of _Z. --- QT, 19 before me, the undersigned, a Notary Public in and for the State of Washington, personally a peared LONNIE LINDERMAN, to me known to be the President of LINDERMAN CONSTRUCTION COMPANY, INC., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year last above written. AthAt. NOTARY PUBLIC in a d for the State of Washington, residing at Spo ne My commission expires "dam! AIM_ STATE OF WASHINGTON ) )ss County of Spokane _.. .'\ .. 1I ..... ailtALOIAN MMw1► Alb�c - Shoed Washiegien MY Coomaiiim bplrs, 4- 2001 I certify that I know or that I have satisfactory evi ence th before me, and said person acknowledged that �.i„signe execute the instrument and acknowledged it as the corporation, to be the free and voluntary act of such corpor DATED this 11161441 day of _Zia _..._ ._ __. 1941 Atana. NOTARY PUBLIC in and for the State o Washington, residing at Spo ane My commission expires 4,1 l - ���• isthe rson ._._.__ -.-- p o who appeared t, on oath stated that �� was authorized to of WASHINGTON TRUST BANK, a Washington n, for the uses and purposes stated in the instrument. Filed for record Book _Az AUDITOR'S CER IFICAI E this jth day of of Plats at page 51 1 .�. 19 at n at the request of *i fir_j Q1nl Omit ktuottA4A.s.c, De )uty URVDY0R'`. CER"IFICATE ents a survey madE by me or under my direction in quirements of he Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Cert ficate Number 18091 SPOKANE COUNTY )IVISIC N OF UTILITIES Examined and approved this y of pol:ane County SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS .� 77AExamined and approved this I9day of �(ye SPOKANE COUNTY DIVISION Of BUILDING AND PLANNING Examined and approved this:. day of or, Spokane Co • my Building and Planning SPOKANE REGIOI AL HEALTH DISTRICT Examined and approved this 3 y of for Spokane Regional Health 0 SPOKANE C )UNT'i ASSESSOR Examined and approved this _ay of This plat was approv and accepted t y �e onty Commissio Washington, on this day of • Spokane CountyAsses r by SPOKANE COU1, TY CC,MMISSIONERS� ig eputy pokane County, Spokane County Commissioners SPOKANE CC JNTY TREASURER I, Treasurer of Spokane County, Washin Iton do hereby certify that all taxes which have been levied and become c ea )le against the land shown within this map have been fully paid this day of � � '" , 19 oIkane County Treasure INLAND PACIFIC ENGINEERING 707 West 7th • Suite 200 (509) 458-6840 Spokane, WA 99204 FAX: (509) 458-6844.) y Deputy FINAL FLAT OF SPRINGFIELI) ADDITION AT AUTUMN CREST BEING A REPEAT OF A. PORTION OF TRACTS 196 AND 199 OF VERA IN THE NE 1/4 OF SECTION 26, T.25 N., R.4i1 E., W.M. SPOKANE COUN Y 'NASHINGTON 7 g Fq57 0 O COUNTY DATUM SPOKANE COUNTY DATUM PER AUTUMN CREST 1st ez 2nd ADDITIC NS PLANS EAST FLANGE BOLT OF FIRE HYDR—NT ON WEST SIDE OF SULLIVAN S. PLA " BOUNDARY ELEV=2032.92 EXISTING BASIN 'R 2 SEC. 26, T.25 N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. BASIN SUMMARY BASIN TOTAL AREA MPERVIOUS AREA Ti 3163C) 4644 T2 36260 4644 U1 35138 7595 U2 27816 5908 V 38672 7031 28402 NE —2463 NE EXIST=5542 OFFS TE 34340 0 UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG z 0 ' , w I Cr 1- w -J 0 b z 0 ct 0 z 0 0 z 0 0 MINNIMEM 0 CI NV) L 1 SHEET OF JOB NUMBER 97117 j FUTUR 5 PLAT BOUNDARY 6 ATTING 4 SPRINGFELD '"r-I In At I i\ LJIVIt' 8 PLAT BOUNDARY PLAT BOUNDARY !J1UMN CR Sj_ .1 T M A `t- I fl r\LJLJI I ILl1 v 1. UNLESS SPECIFICALLY EXCEPTED IN THE PLANS OR CONTRACT DOCUMENTS ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PROMULGATED BY THE WASHINGTON STALE DEPARTMENT OF TRANSPORTATION, THE WASHINGTON CHAPTER OF THE AMERICAN PUBUC WORKS ASSOCIATION, (LATEST EDITION) AND SPOKANE COUNTY. 2 THE PLANS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WDRK REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAUILJARIZE HIMSELF WITH ACTUAL SITE CONDITIONS REQUIREMENTS AND FACTORS AFFECTING THE WORK. WHERE LACK OF DETAIL OR CONFLICT EXISTS BETWEEN THESE AND OTHER PLANS, THE CONTRACTOR SHALL NOTIFY NE OWNER & EN SNEER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. 3. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTIUTY LOCATIONS SHOO, ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXISTENCE AND ACTUAL, LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANY CONFUCTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION. 4. NO QUAN11T1ES HAVE BEEN CALCULATED TO DETERMINE VOLUMES OF EXCAVATION AND LM+IBANKMENT ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE OR DISPOSE OF ALL 1=MBANKMENT AND/OR EXCAVATED MATERIALS. 5. THE CONTRACTOR I5 REQUIRED TO HAVE A VAUD CONSTRUCTION PERMIT ON SITE AT ALL TIMES. THE ABSENCE OF THE PERMIT WILL RESULT IN AN IMMEDIATE SHUTDOWN OF WORK AND THE POSSIBLE REMOVAL OF THOSE ITEMS CONSTRUCTED WITHOUT PERMIT. 6. ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE "SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION". AS AMENDED. MOST CURRENT ADDITIONS) COUNTY DATUM SPOKANE COUNTY DATUM PER AUTUMN CREDIT 1ST & 2ND ADDITIONS PLANS EAST FLANGE OF FIRE HYDRANT ON W. SIDE OFSULLIVAN 0 S. PLAT BOUNDARY COVER SHEET FOR ELD ADDITION AT AUTUMN CREST STREET PLANS SEC. 26, T.25 N., R.44 E.,W.M. SPOKANE COUNTY. WASHINGTON 2 GRAPHIC SCALE 50 0 25 50 PLAT BOUNDARY 4 THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF THE ACCEPTED ROAD AND DRAINAGE PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, S. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER, TODD WHIPPLE, P.E., 0 458-6840, THE SITE/PROJECT INSPECTING FIB OR HIS REPR SENTATIVE,AND THE COUNTY ENGINEER'S OFFICE, CONSTRUCTION IN _. ECYC)R � .�i' C e?1" a :4 5.C._,F3-4.04D, B. FOR CONSTRUCTION OF DRYWELLS, INSTALL FILTER FABRIC, "AMOCO' 4545 OR APPROVED EQUIVALENT, BETWEEN THE DRYWELL BARREL AND THE WASHED DRAIN ROCK, AND NATIVE SOILS PER SPOKANE COUNTY STANDARD DETAIL B1. 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTIUTIES. CALL THE UNDERGROUND UTIUTY LOCATION SERVICE AT 456-8000 BEFORE YOU DIG. 11. THE CONTRACTOR SHALL MAKE AN EFFORT TO PROTECT ALL CATCH BASINS AND DRYWELLS FROM BEING CONTAMINATED WITH SILT BY INSTALLING FILTER FABRIC UNDER THE UD FOR AT LEAST 6 WEEKS, OR UNTIL THE ESTABUSHMENT OF GRASS AND OR/OTHER SITE CONSTRUCTION WORK HAS ENDED. IN THE EVENT THAT SILT OR OTHER DELETERIOUS MATERIAL IS ALLOWED TO ENTER THE DRYWELLS OR CATCH BASINS THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE DRYWELL OR CATCH BASIN OUT TO SATISFACTION OF THE CERTIFYING ENGINEER. 12. ALL DRYWELL CONNECTION PIPES SHALL BE PLACED BELOW THE ORYWELL CONCRETE CAP AND SHALL FLOW AS DIRECTED ON IN THE PLANS. ( IN FEET inch 50 100 TABLE OF CO. COVERSHEET ................s.........,.................,...,............ SHEET 1 ST.CHARLES ROAD & 18TH COURT— SHEET 2 PROGRESS ROAD , . SHEET 3 PONDDETAILS...........................................................SHEET DETAILS......................,.,.,............................................ SHEET 5 UNDERGROUND SERVICE ALERT ONE —CALL NUMBER 4568OOO CALL TWO BUSINESS DAYS BEFORE YOU DIG THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CAI CULATIONS CONFORM TO APPLICABLE EDITIONS OF THE SPOKANE COUNTY STAN )ARI)S FOR ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNTY GUIDE LINES FOR STORMWATER MANAGEMENT. ALL DESIGN DEVIATIONS HAVE BEEN AP 'ROVED BY THE SPOKANE COUNTY ENGINEER. I APPROVE THESE PLANS FOR CO 1STFWCT1ON, DEVE SPOKANE COUNTY OFFICIAL PUBLIC DC CONSTF1j,IC PROJECT #:.__ DATE ACCEPTED: . ACCEPTANCE EXPIRES PROJECT LANE MILES PROJECT LANE MILES CONSTRUCTION DOCUIMENT/ RECORD DRAWINGS,'AS-BUII TO COUNTY ACCEPTANCE AN ROADS AND DRAINAGE FACIL PERMIT REQUIRE NOTIFY PERMIT ENGIh PRIOR TO CC SSZS ENGINEERS OFFICE ;UME NT ORIGINAL ioNPLANS 'sr' ? n /5".p8 _7.. 'UBUI',: 'RNA' 'E: LION At ID CEATW1 "Si ARE REQUIRED ESTAI ILISHIIAENT OF DES RFC R MAINTENANCE. )1 (5(o) 45eaat . :ER 2 E USINESS DAYS NSTRU ;TION PER'S APPROVIIL DATE z 8 SHEET OF 5 PE JOB NUMBER 97117 ISi "1 011 1 WI 40 1 4,1 III -OA I t/ 10' WIDE UTILITY EASEMENT 5 6 FU TURE, FONC 1 F9NC EEE DI TAIL P ATT G bRAINAGE //EASEMENT DRAINAGE EASEMENT POND "T2" SEE DETAIL 10' WIDE UTILITY - EASEMENT 49.7407E,. BTH COURT 10' WIDE UT EASEMENT PQND "U2" SE DETAIL RI\JGF1ELD AT AUTUMN'CREST row.. A 1 1 1 N I 1 I V I NI DEVE ER S APPROVA • COUNTY DATUM SPOKANE COUNTY DATUM PER AUTUMN CREST 1ST & 2ND ADDITIONS PLANS EAST FLANGE OF FIRE HYDRANT ON W. SIDE OF SULLIVAN @ S. PL AT E DUNDARY 2060 * LEFT : CURB 2050 2060 CA 2050 — . 2060 RIGHT CURB : 2050 : /1 aro r- 4 ."1- i; tk 1 t r\ 1.-1 I I 1 DATE :15o'. iv vc 0.0200 DOIN AGE EASEMENT . • — DRAINAGE EASEMENT/ 1 0 50 GRAPHIC SCALE 0 25 50 ( IN FEET 1 inch = 50 ft. CURVE INFORMATION LENGTH TANGENT 100 • 2060 : 2060: : EXISTING- - - - - • - - - GROUND • LEFT - — - — - - - -LEFT. CURB * CURB.: dRA6( 1 050 : 2050 - — -0.0200 SEC. 26, T.25 N. R.44 E.,W.M. SPOKANE COUNTY WASHINGTON DELTA A 1 171 Eh ANE /-1 k.-) 1 V1 1 ‘1 A "1" I A nnt -1- 1 /Th t- r-‘ Li Li I I IviN -11 PLAT BOUNDARY STA 46+ 2.5 IDE WALK EXISING 8S5- DOSING §" ROND "U2 o SEE -10' WIDE UTILIT EASEMENT DRAINAGE EASEMENT • A 31 1 1 h AK T-N tJ I IVI I A --r- i A r-2, r-N rr I r''‘ 1 r-\ . — ST. CHARLES ROAD SP 18TH COURT INTERSEC11ON DETAI ST. CHARLES & 18TH COURT "t t‘rirt ELD AT AUTU Pi sum 53. 3 TC 18TH COURT SEE LEFT E DETAI 7+86.41 ST, CHARLES ROAD.' +12 18H COURT 0' NIDE UTILITY NT ,tttattott,httihttAttt.,311ifttri Ohm** :••••t.:ttf,**tttto.o;.*:*Ntttt.tt; Et • . thtt;tt.14,24t N IIf ARLIS R AD - 2 4,412;'2.,724."' - • 40WfD-U DRAINAGE EASEMENT EASEWEN-I- POND SEE DETAIL cOJISTRUCTION, NOTES CONSTRUCT WHEEL CHAIR RAMP PER SPOKANE COUNTY STANDARD PLAN A-5, DESIGN nAn CONSTRUCT CURB INLET TYPE ''1" PER SPOKANE COUNTY STANDARD PLAN B-8, CONSTRUCT AT THE FOLLOWING STATIONS: STA 3+15, TC=2056.79, OFFSET 18.0' RT, L=51 STA 3+15, TC=2056.79, OFFSET 18.0' LT, STA 4+65.87, TC=2054.13, OFFSET 180' RT, L STA 4+65.87, TC=2054.13, OFFSET 18.0' LT, L.4' CONSTRUCT CURB INLET TYPE n2“ PER SPOKANE COUNTY STANDARD PLAN B-9, CONSTRUCT AT THE FOLLOWING STATIONS: STA 47+46.27, TC=2053.11, OFFSET 20' LT STA 47+60.62, TC=2053.08, OFFSET 20' RT STA 48+26.27, TC.2053.65, OFFSET 20* LT CONSTRUCT fin 'THICK HEAVY DUTY SIDEWALK SECTION FOR 20'. CENTER 20' SECTION EITHER ON STATION NOTED OR ADJACENT TO TYPE *2" CURB INLET. +0.01b6 45.008O 50' VC - - - • • • • • 4 4. e • • • • • e • t • • • • 4 • • # 4 • • 4 • 4. 5 4 • • # • # • • • 4 • • 4 • • 4 • • # • • • • • • • • # • • • • • • • • • • +0:0100 • • • EXISTING GROUND FINISHED GRADE 0.0290: FINSHED: GRADE, 4 5 • • EXISTING 2060 GROUD: * • * • • * • * 1 IRIGHTI 2050 : 2060. • RIGHT CURB : 2050.. „ — In: Q134D.E. XSTt4p. • • • 46 HICH POINT STA .46+5278 053.77* . • r 4 . PROPOSED —11 1 1 :114PRO1EMti41-S: 4-.0.(.1114 -4'0.0080 - - "40.0114* - - - 50' VC . LovcildiNt STA 47+60.62 2053 08 111111/ *\ 47 FINISHED GRADE :EflMG oD FINISHED, GRADE - . . . . . EXISTING 'GOUND , 48 49 -02 STA 49+40.63 POKANE COUNTY ENGINEERS OFFICE OFFICIAL PUBUC DOCUMENT ORIGINAL CONSTRUCTION PLANS PROJECT #' Jvc7 C") DATE ACCEPTED: ACCEPTANCE EXPIRES: PROJECT LANE MILES PUBLIC: PROJECT LANE MILES PRIVATE:_, 0 NS T RUCTI 0 DOC ENTATIO AND CERTIFIED S, -BUIL TO couNTY A CEPT OADS AND D NA PER IT RE NOTI PER PRi0 ECORD •• FU ,E 20' x 60 SEWER -AND_ WATER ESMT. FIAT BOUNDARY FUTURE' M4PROAh4ENTS E REQUIRED PRIOR E AND TABLISHMENT OF THE Amin FOR MAINTENANCE. RED! (50a) 458400 NGNEE 2 BUSINESS DAYS 0 CONS -UCTION FUTURE PLATTING 1FUThR 2FINISHED. GRADE 2050 +0.0150 :EXLSTtG. OROVNO . FUTURE FINISHED GRDE, - fUTURE -FINISHED- GRADE EXISTING. GROUND. , - - - - - - 50 51 52 . 2060 • RIGHT CURB : 2050 SHEET OF JOB NUMBER 97117 EXISTING INLET === = ==== ... in= === 1112 = moo a= MO= MU. = = 1.10 .314= M.= =OOM =m01 mmW =mu. 46 PROVIDE 50' ASPHALT TAPER FROM EXISTING EDGE OF ASPHALT TO PROPOSED LIP OF GUTTER PLAT BOUNDARY COUNTY DATUtvi 47 .20°E 1 0' EXISTING CURB 4" WIDE WHITE PAINTED FOG LINE 12" FROM PROPOSED EDGE OF ASPHALT EXISTING ROW 48 •AkWIalig.:4.4.144.11.13903te4cAti.i.Ilii:Miti.-37:44441.07:40.fr IfiligiSTREAFtINSWISIONA • • • *1Z••••••=3 =1, NEW ROW SPRINQF ELD AT AUTUM-N_ CREST 7 SPOKANE COUNTY DA WM AUTUMN CREST 1ST (S: 2NC ADDITIONS PLANS EAST FLANGE OF FIRE HYD RANT ON W. SIDE OF SULLIVAN 0 S. F'LAT BOUNDARY C/L 2050 2060 RIGHT CURB 2050 co cy co EXISTING SIGN A-SPHALT TAPER (RI.GHT SIDE orikrbps.)._ LAT BOUNDARY / r7m.•••• •••• , . — GRADE 0 ao + . 0)0. 71- 48 49 RO.kitsIO: . Exisliks GROUND r9. co + Lc) o 0 EXISTING ROW FU 1UREY SEC. 26, T.25N., R.44E., W.M. SPOKANE COUNTY. WASH NGTON EXISTING STOP SIGN EXISTJN ROW 0 efi e5 0 N • FUTURE FINISHED GRADE 52 5 2.91 GRAPHIC SCALE 50 0 25 50 • — • . — . ( IN FEET inch = 50 100 SPOKANE COUNTY ENGINEERS OFFICE OFFICIAL PUBUC DOCUMENT ORIGINAL CONSTRUCTION PLANS PROJECT #: /-5-7 DATE ACCEPTED: 7: /-5-- ACCEPTANCE EXPIRES:_Z, PROJECT LANE MILES PUBLIC: PROJECT LANE MILES PRIVATE: CONSTRUCTION DOCUMENTATION AND CERTIFIED RECORD DRAWINGS, 'AS-BUILTS' ARE REQUIRED PRIOR TO COUNTY ACCEPTANCE AND ESTI8USHNIENT QF THE ROADS AND DRAINAGE FACILITIES FOR mAiteremAilicE. PERMIT REQUIREDI (500) 450-36:43 NOTIFY PERMIT ENGINEER 2 BUSINESS DAYS PRIOR TO CONSTRUCTION , — — — UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 1 • 800 456.8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG coNsiRucTioN N.QTEs, 0, CONSTRUCT CURB INLET TYPE *11" PER SPOKANE COUNTY STANDARD PLAN B-8. CONSTRUCT AT THE FOLLOWING STATIONS: STA 46+41.26, TC=2057.98, OFFSET 18.0' RT, L STA 47+00, TC=2058.25, OFFSET 18.0' RT, L=4' STA 48+50, TC=2058.24, OFFSET 18.0' RT, L=4' STA 49+40, TC=2057.94, OFFSET 18.01 RT, L 4' 0 SAWCUT EXISTING ASPHALT 10' RIGHT OF CENTERUNE APPLY TACK COAT PRIOR TO PLACEMENT OF NEW ASPHALT. C> EXISTING TELEPHONE RISER TO BE RELOCATED AT LEAST 2' BEHIND BACK OF CURB EXISTING POWER POLE TO BE RELOCATED AT LEAST 2' BEHIND BACK OF CURB NOTES • ALL CURB GRADES LESS THAN 0.800% SHALL HAVE THEIR CURB FOR VERIFIED BY A LICENSED UCENSED LAND SURVEYOR DEVE • — . , — — — , ER'S APPROVAL , — DATE _ — 2260 C/L 2250 2260 RIGHT CURB 2259 z E ILI w z • I* h� 3 POND T1 FINISHED POND BOTTOM EL*"2©55.79 POND BOTTOM AREA=4O0 S.F. MIN. TOP OF BERM EL=2©56.99 PROPOSED ROW TYPE "B" CURB AND GUTTER 15.00' 15.00' DRAINAGE EASEMENT 1TH COURT PROPOSED ROW POND "U FINISHED POND BOTTOM EL=2©55.79 POND BOTTOM AREA=400 S.F. MIN. TOP OF BERM EL=2©56.99 POND WT W& SCALE COUNTY DATUM SPOKANE COUNTY DATUM PER AUTUMN CREDIT 1ST & 2ND ADDITIONS PLANS EAST FLANGE OF FIRE HYDRANT ON W. SIDE OFSULLIVAN C 5. PLAT BOUNDARY DRAINAGE EASEMENT DEI A! S 7 5 15, 00' 15.00' SS CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN B-8, L=4', STA 46+41.26, TC2057.98 OFFSET 18.0' RT 2 EASMENT 10' WIDE UTILITY ; .. 00' 0,1/ WIDE UTILITY SMENT CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN B--8, L=5', STA 3+15, TC=205P 79 OFFSET 18.0' LT CONSTRUCT CURB INLET I (PE "1" PER SPOKANE COUNTY STANDARD PLAN B-8, L=5', STA 3+15, TC=2©56.79 OFFSET 18.©' RT PLAT BOUNDARY 6 SEC. 26 T.25 N. R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN 8--8, L =4', STA 4+65.87, TC=2054.13, OFFSET 18.0' RT POND "U2' FINISHED POND BOTTOM EL=2©51.71 POND BOTTOM AREA=525 S.F. MIN. TOP OF BERM E L=-2023.31 INSTALL TYPE "B" DRYWELL ANtr TYPE "4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS B-1 AND 8-15. STA 47+35, OFFSET= 31.5' GRATE EL=2052.21 (ST. CHARLES ROAD) PROPOSED ROW DRAINAGE EASEMENT 10 CONSTRUCT CURB INLET TYPE "2" PER SPOKANE COUNTY STANDARD PLAN B--9, STA 47+46.27, TC=2053.11 OFFSET 20.0' LT CONSTRUCT CURB INLET TYPE 2" PER SPOKANE COUNTY STANDARD FLAN g,� STA 47+60.62, TC=2053.©8 OFFSET 20.0' RT CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN B-8, L=4', STA 47+00, TC=2©58.25 OFFSET 18.0' RT PROGRESS ROAD EXISTING EDGE OF ASPHALT FINISHED POND BOTTOM EL=2056.34 POND BOTTOM AREA=596 S.F. MIN. TOP OF BERM EL=2057.94 POND W SCALE: 1 "m20' NOTE: SEE PROGRESS ROAD CROSS-SECTION FOR POND BOTTOM LOCATION 297.87' PLAT BOUNDARY 'RP 9, DRAINAGE EASEMENT 3 6 15.00' 15.00' CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN B-8, L=4', STA 48+50, TC=2©58.24 OFFSET 18.01 RT EXISTING CURB ED ROW SPRINGFIELD AT AUTUMN CREST PLAT BOUNDARY CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN 13 8, L=4', STA 4+65.87, TC=2©54.13, OFFSET 16.0' LT INSTALL TYPE "B" DRYWELL AND TYPE "4" FRAME AND GRATE PE:R SPOKANE COUNTY STANDARD PLANS B-1 AND 8-15. STA 4+58.35, OFFSET=25.O' LT GRATE EL"*2052.75 DRAINAI E EASEME JT 46.54' ..M INSTALL TYPE "B" DRYWELL AND "PIPE' its- -FRAME_ AND GRATE PER SPOKANE COUNTY STANDARD_ .FLANS 8-1 AND B--15. STA 47+75, OFFSET = 31.50' RATE ELEV=2051.8 (ST. CHARLES ROAD POND FINISHED POND BOTTOM EL=2©� POND BOTTOM AREA=600 S.F. MIN. TOP OF' BERM EL=2053.28 2.00' POND, UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 Fl NISHED POND BOTTOM EL=2052.25 P )ND BOTTOM AREA=872 S.F. M M. TOP OF BERM EL=2©53.85 INSTAL _ TYP .: "8'" DRYWELL AND TYPE ' 4" FRAME AND GRATE PER SPOKA 4E COUNTY STANDARD PLANS 13-1 A 4D B-15. STA 4 1+35, OFFSET=31.5' LT GRATE EL=2052.75 (ST, C IARLES ROAD) DONS1 2UCT CURB INLET TYPE "2" PER :SPOKA VE COUNTY STANDARD PLAN B- °STA 4 r 26 27, TC= 2053:65 .. OFFSE { 20.(}' LT �-P ,OPOED ROW 10' WIDE UT1LI Y EASMENT .68 CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN B-8, L=4', STA 49+40, TC=2©57.94 OFFSET 18.0' RT INSTALL TYPE "B" DRYWELL AND TYPE "4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS 8-1 AND 8-15. STA 49+25, OFFSET=24.00' LT GRATE EL=2©56.84 DEVE SPOKANE COUNTY ENGINEERS OFFICE OFFICIAL PUBLIC DOCUMENT ORIGINAL CONSTRUCTION PLANS RO..ECT#. )ATE 4CCEPTED:. 4CCE'TANCE EXPIRES: 'ROJI ECT LANE MILES PUBLIC: OT UC LANE UEAAN© ZN iONDOCUMENTATION CERTIFIED RECOR) DRAWINGS, *BLS -GUILTS' ARE REQUIRED .� TO COI ►NTY ACCEPTANCE AND EST A8L HNCW OF ROADS AND DRAINAGE FACIUT1ES FOR YANIT!'NNNCE. PERMIT REQUIRED! ('SC) 4653E03 NOTIFY PERMIT ENGINEER 2 BUSINESS DAYS PRIOR TO CONSTRUCTION ER S AP DROVAL THE DATE Z z Z z Z 0 t1) z SHEET o' 5 JOB NUMBER 97117 R/W 30' 18' EXISTING PAVEMENT C/L 2 EXISTING R/W EXISTING ROW VARIES 2" CLASS "B" ASPHALT CONCRETE C. 11TAINING-" 5 3/4 % TO 6 1/4 % ASPHALT ON 6* CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. 0' TYPICAL CROSS-SECTION PROGRESS ROAD NOTES PROPOSED RJW GRASS TURF POND BO-TOM SPOKANE COUNTY TYPE "B" CURB & GUT1ER * EXISTING PAVEMENT IS 11.5' TO 12.5' WIDE. CONTRACTOR I:a TO SAW CUT PAVEMENT BACK TO 10' WIDTH AND PAVE 6.5' STRIP. TOP OF BERM ELEV. LOWEST TOP OF CURB ELEV. + .20 FT. 1 DRAINAGE EASEMENT AS SPE • PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. • POND BOTTOM ELEVATION SHOWN ON PLANS IS FINISHED TOP OF SOD. CONTRACTOR SHALL GRADE POND BOTTOM TO PROVIDE FOR SOD AND TOPSOIL AS NOTED. • WARNING: THE USE OF SANDY LOAM IS PROHIBITED FROM USE AS POND BOTTOM MATERIAL. FIED ON PLAN 1.5" SOD ON TOPSOIL, SOD INSTALLED CCNCURRENT WITH OCCUPANCY OF ADJACENT HOUSE GRATE ELEVATION TYPICAL '208POND WI NOT TO SCALE COUNTY DATUM SPOKANE COUNTY DATUM PER AUTUMN CREST CREST 1ST & 2ND ADDITIONS PLANS EAST FLANGE OF FIRE HYDRANT ON W. SIDE OD SULLIVAN 0 S. PLAT BOUNDARY EASEMENT OR R.O.W. NORMAL GU I I E.RN SECTIONAL VIEW RW 10' UTILITY EASEMENT 1 SIDEWALK SEC. 26, T.25 N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON SPOKANE COUNTY TYPE "B" CURB & GUTTER CONCRETE APRON 4" THICK P.C.C. 1" -3" TOPSOIL ON GRADED POND BOTTOM GRADED POND BOTTOM DRAINAGE STRUCTURE TYPE "B" CURB GUTTER FLOWLINE C CURB INLET R/W 6C ' RIGHT OF WAY 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 8" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. TYPICAL CROSS-SECTION ST. CHARLES ROAD O' UTILITY EASEMENT SPOKANE COUNTY - TYPE "B" CURB & GUTTER -TOP OF BERM ELEV. LOWEST TOP OF CURB ELEV. + .20 FT. DRAINAGE EASEMENT AS SPECIFIED ON PLAN 1.5" SOD ON TOPSOIL, SOD INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE .... �:��E?:37r'�w.:�:�4�:y<;,.::a..:�,.:r..�8..c�>Q,3a��b�,xE45•s:�'a3 NOTES, • POND BOTTOM ELEVATION SHOWN ONPLANS IS FINISHED TOP OF SOD. CONTRACTOR SHALL GRADE POND BOTTOM TO PROVIDE FOR SOD AND TOPSOIL AS NOTED. • WARNING: THE USE OF SANDY LOAM IS PROHIBITED FROM USE AS POND BOTTOM MATERIAL. SECTIONAL VIEW RIGHT OF WAY .023, UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456•8000 R/W 2" CLASS "B" ASPHALT CONCRETE C DNTA NING 5 3/4 % TO 6 1/4 % ASPHALT ON 3" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. TYPICAL CROSS-SECTION iarri COURT EASEMENT OR R.O.W. NORMAL GUTTER LINE CONCRETE APRON 4" THICK P.C.C. 1"-3" TOPSOIL ON GRADED POND BOTTOM GRADED POND BOTTOM TYPE "B" CURB GUTTER FLOWLINE CURB INLET TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE NOT TO SCALE SPOKANE COUNTY ENGINEERS OFFICE OFFICIAL PUBLIC DOCUMENT ORIGINAL CONSTRUCTION PLANS PROJECT #: _ �6-7" DATE ACCEPTED: ACCEPTANCE EXPIR PROJECT LANE MILES PROJECT LANE MILES PR ITr A CONSTRUCTION DOCUMENTATION AND RECORD DRAWINGS, 'AS -WILTS' ARE Rai�fg� THE TO COUNTY ACCEPTANCE AND T ROADS AND DRAINAGE FACIUT11111 FONIMINIMMANCIE. PERMIT REQUIRED! Oa 416) NOTIFY PERMIT ENGINEER 2 BUSINESS DAYS PRIOR TO CONSTRUCTION A APPRC VA _ W 0 Z d Q —J W W F_ ZW L CL Ui V) 10 ' UTILITY EASEMENT ,40 DATE 6 TIJTIJRF FDI ATT1NC PROCIRFSS RIM-) 5 PLAT BOUNDARY 6 7 AT BOUNDARY 3 2 8TH COURT P SPHINGF E D AT AUT GENERAL NOTES MUM . UNLESS SPECIFICALLY EXCEPTED IN THE PLANS OR CONTRACT DOCUMENTS ALL CONSTRUCTION METHODS AND MA TRIALS SHALL BE IN ACCORDANCE NMI STANDARD SPECIFICATIONS AND STANDARD PLANS FOR RJAD, E RIDGE, AND MUNICIPAL CONSTRUCTION PROMULGATED BY THE WASHINGTON STATE DEPARTMENT TRAI SPORTATION, THE WASHINGTON CHAPTER OF THE AMERWAN PUBLIC WORKS ASSOCIATION, (LATEST EDITION) AND SPOKANE COUNTY. 2. THE PL, NS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WORK REQUIRED. THE COI TRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS Ri'QUIRE 4ENTS AND FACTORS AFFECTING THE WORK. WHERE LA,.;K OF DETAIL OR CONFLIC I ExiSTS BETWEEI THESE AND OTHER PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER & ENGINEER TO RESOLVI THE ISSUE PRIOR TO PROCEEDING. 3. TIIS PL .N MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. T IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THL EXISTENCE AND ACTUAL LOCATION OF ALL UTILITIE! PRIOR TO CONSTRUCTION. ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION. 4. N3 QUA fITTIES HAW BEEN CALCULATED TO DETERMINE VOLUMES OF EXCAVATION AND EMBANKMENT ON THIS PROJEC . THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVILlE OR DISPOSE OF ALL EMBANKMENT AND/OR EXCAVA ED MATERIALS. 5. THE CO ITRACTOR IS REQUIRED TO HAW A VALID CONSTRUCTIOI, PERMIT ON SITE AT ALL TIMES. THE ABSENCE OF THE PERMIT WILL RESULT IN AN IMMEDIATE SHUTDOWN OF WORK AND THE POSSIBLE REMOVAL OF THOSE ITEMS C )NSTRUCTED WITHOUT PERMIT. 6. ALL WO IK AND MATERIALS SHALL BE IN CONFORMANCE WITH IHE "SPOKANE COUNTY STANDARDS FOR ROAD AND SE %ER CONSTRUCTION", AS AMENDED. (MOST CURRENT ADDITIONS) COUNTY DATUM 9 $‘4,T BOUNDARY EST I A COVER SHEET FOR UNDERGROUND SERVICE ALERT ONE —CALL NUMBER 456•8000 LD ADDITION AT AUTUMN CREST STREET PLANS SEC. 26, T.25 N., R.44 E. ,W.M. SPOKANE COUNTY, WASHINGTON 10 HARLES ROAD 2 7 PLAT BOUNDARY 4 GRAPHIC SCALE 50 0 25 50 7. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF THE ACCEPTED ROAD AND DRAINAGE PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, E CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER, TODD WHIPPLE, P.E., 0 458-6840, THE /PROJEC ENGINEER OR HIS REPRESENTATTVE,AND THE COUNTY ENGINEER'S OFFICE, CONSTRUCTION NGINEER, ...„0415 -3ga, CONSTRUCTION DRYWELLS, INSTALL FILTER FABRIC, 'AMOCO" 4545 OR APPROVED EQUIVALENT, BETWEEN THE DRYWELL BARREL AND THE WASHED DRAIN ROCK, AND NATIVE SOILS PER SPOKANE COUNTY STANDARD DETAIL B-1. 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTIUTIES. CALL THE UNDERGROUND UTIUTY LOCATION SERVICE AT 456-8000 BEFORE YOU DIG. 11. THE CONTRACTOR SHALL MAKE AN EFFORT TO PROTECT ALL CATCH BASINS AND DRYWELLS FROM BEING CONTAMINATED WITH SILT BY INSTALLING FILTER FABRIC UNDER THE LID FOR AT LEAST 6 WEEKS, OR UNTIL THE ESTABLISHMENT OF GRASS AND OR/OTHER SITE CONSTRUCTION WORK HAS ENDED. IN THE EVENT THAT SILT OR OTHER DELETERIOUS MATERIAL IS ALLOWED TO ENTER THE DRYWELLS OR CATCH BASINS THE CONTRACTOR WLL BE REQUIRED TO CLEAN THE DRYWELL OR CATCH BASIN OUT TO SATISFACTION OF THE CERTIFYING ENGINEER. 12. ALL DRYWELL CONNECTION PIPES SHALL BE PLACED BELOW THE DRYWELL CONCRETE CAP AND SHALL FLOW AS DIRECTED ON IN THE PLANS. ( IN FEET ) inch = 50 ft. 100 CALL TWO BUSINESS DAYS BEFORE YOU DIG PROJECT LOCATION TABLE OF CONTENTS COVER SHEET SHEET 1 ST.CHARLES ROAD Sc 18TH COURT SHEET 2 PROGRESS ROAD - SHEET 3 POND DETAILS SHEET 4 SHEET 5 THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO APPLICABLE EDITIONS OF THE SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNTY GUIDELINES FOR STORMWATER MANAGEMENT. ALL DESIGN DEVIATIONS HAVE BEEN APPROVED BY THE SPOKANE COUNTY ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTION. RECEIVED FEB - 3 1998 SPOKANE COUNTY ENGINEER PROJECT It SUBMITTAL .14, RETURN — EN(7c V) z 0 "tt z Z LLI Ct > 0— 0 (1) 0 SPOKANE COUNTY DATUM PLR Al TUMN CREDIT 1ST & 2ND ADDITIONS PL \NS EAST FLANGE OF FIRE HYDRANT )N W. SIDE OFSULLIVAN S. P _AT E OUNDARY DEVELOPER'S APPROVAL DATE [ SHEET 1 OF 5 JOB NUMBER 97117 10WIDE UTILITY EASEMENT 6 FUTURE/ P ATTING 4 POND, /"T SEE DETAI Yw 2 1+94.74 „/ POND "U SEE DETAIL SPRINGF E D 0) DEVELOPER'S APPROVAL • COUNTY DATUM .1111. 1.011.11 3 DRAINAGE //EASEMENT 2 POND "T2" SEE DETAIL 10' WIDE UTILITY EASEMENT 3 N89*42'57"E I DRAINAGE EASEMENT 8TH COURT 8 AT AUTUMN SPOKANE COUNTY DATUM PER AUTUMN CREST 1ST & 2ND ADDITIONS PLANS EAST FLANGE OF FIRE HYDRANT ON W. SIDE OF SULLIVAN © S. PLAT BOUNDARY 2060 LEFT CURB 2050 2060 CA 2050 2060 RIGHT • CURB 2050 0, Owl LAJ00 2 A , DATE 0100 O. 01 00 iocf v tr) FINISHED GRADE CNI DRAINAGE EASEMENT (17 -10' WIDE UT EASEMENT POND "U2" SEE DETAIL 9 CREST r•MMI, A r \ \ i; \4`./ 0 TY DRAINAGE EASEMENT/ 10 ' 47+86.41 ST. CHARLE I fh 0 c\J INTERSEC. DE SEE DETAIL A 5+12 18;TH COURT= ROAD \ • r-- GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. CURVE INFORMATION 1 00 4 SEC. 26, T.25 N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON CURVE RADIUS 0 20,0p' 011 20.00' C 2 0 00'4/ C 3 0.00' N TH .50' 26.2 26.2 TANGENT 20.08' 9.92' 4.06 14.06' CHORD 2 .22,' 25:461 25.4 DELTA 9014'30" *4 0" 012'29 5012'29" - 0 . 0 20 CI - . 0 20 0 STING GROUND FINISHED GRADE - 0 . 0 2 0 0 HIGH POINT STA 46H-52.78 -2053:7T 50'. VC to N 50' VC EX STING RUND. 2060 LEFT CURB 2050 • 2060 • C/L 2050 2060 RIGHT CURB 2050 2060 LEFT 1: CURB!: 2050 !*. 2060 C/L 2050 2060 RIGHT * CURB 2050 I L _ A r;\ ‘i r L..) I ti PLAT BOUNDARY STA 46+32.51 XI TING E A K 45 L..`,x LI; WM A -T- A t, I 11 i 4.0 2053.55 TC 0 3,0 T SIDEWALK ST. CHARLES ROAD EE DETAIL -10' WIDE UTILITY EASEMENT DRAINAGE •.F.,ASEMENT '47+.4,27 ''..*1'.".,V*,..:11**,i,',Ifrf/4.7.4*;;;„ ••''Kf.:*••Ifir..' ;;;;; „1,,, INTEFSEC. DETA SEE DETA 4 SP 18TH COURT INTERTEC11ON DETA ST. CHO, LES & 18TH COURT OFIELD 053.2 18TH COURT SEE LEFT AT AUTUMN 2053.82 TC PI 1111111•110 SEE DETAIL 47+86.41 ST. CHARLES ROADA 5+12 181H COURT 48+38.27 11175111,1EtAtiltlk NO00233" C ARLES ROAD- • r *1- * -*."*;* 4 Xirforlirs - - , 11Y TILLT.Y_ DRAINAGE EASEMENT -EASEMENT .TYD.)... POND "V" SEE DETAIL REST cONSTRUCTION j\IOIS CONSTRUCT WHEEL CHAIR RAMP PER SPOKANE COUNTY STANDARD PLAN A-5, DESIGN "A" 0' WIDE UTILITY NT STA 49+40.63 CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN 6-8, CONSTRUCT AT THE FOLLOWING STATIONS: STA 3+15, TC=2056.7, OFFSET 189: RT, L=50-- STA 3+1TC205679, OFcSET 18.0' LT, 1.=5' STA 4+65.8 , TC=2054.13(OFFSET 18.1eT, L=4' STA 4+65.87 TC=2054.13,OFFSET 18.01<T, L=4' CONSTRUCT CURB INLET TYPE "2" PER SPOKANE COUNTY STANDARD PLAN B-1:0, CONSTRUCT AT TFIE FOLLOWING STATIONS: ,/ STA 47+46.27, TC=2053.11, OFFSET 20' LT STA 47+60.62rTC=2053.08rOFFSET 20' RT', STA 48+26.2eTC=2053.65p4FFSET 20' LT' CONSTRUCT 6" THICK HEAVY DUTY SIDEWALK SECTION FOR 20'. CENTER 20' SECTION EITHER ON STATION NOTED OR ADJACENT TO TYPE "2" CURB INLET. 2 2060 TOP OF CURB 2050 +0.0168 +0,0106 a]; + Ju EXISTING GRADE +0.'0100 * * EXISTING GRADE, + 0 01 0 0 EXISTING GRADE - 46 -0.0080 :PROPOSED IMPROVEMENTS • f• • +.0.01.14 FINISHED GRADE: '*?.0080 - - +0.0114 50' VC LOW •FjOIT STA 47+60.62 2053.06 - 0. 0 0 8 0 0 5 04 + a_ N VC 0 0 Id FUR FUTURE PL 51 20' x 60' SEWER - AND WATER ESMT. PLAT BOUNDARY +0,0150 1 00 VC 52 GR F0fNT. STA 1-I 36.41 • 205" .11 • 2 18TH COURT • CU DE Sqc PRO ]LE FUTURE IMPROVIVENTS fir ,EX:ISTJNG GROUND FINISHED GRADE -EXISTIG GROUND 1. +0.0114 FINISHED GRADE + Z • EXISTING GROUND" 47 48 49 10 in Ln CN 0 C) 0 10 50 VC -0.0150 •EXISTI IG GROUND FUTU HED GRADE: QI:3( LiND : FUTUF E. FINISHED GRADE FUTURE FINISHED •-• EXISTING. GROUND- • • • • • • • • • 50 51 5:1 • 2060. TOP • OF CURB 2050 2060 • LEFT CURB 2050 0 . 0 1 0 0 * x ...... 2060 C/L 2050 • 2060 • RIGHT CURB 2050 53 REVISIONS SHEET 2 OF 5 JOB NUMBER 97117 EXISTING INLET 46 PROVIDE 20ASPHALT TAPER FROM EXISTING EDGE OF ASPHALT TO PROPOSED LIP OF GUTTER PLAT BOUNDARY COUNTY DATUM N89.5420"E = = - NEW ROW SPRINGFIELD AT NN.AUTUMN CREST SPOKANE COUNTY DATUM AUTUMN CREST 1ST Sc 2ND AC DITIONS PLANS EAST FLANGE OF FIRE 1-1`FDRAN T ON W. SIDE OF SULLIVAN (4 S. PLAT BOUNDARY 2060 C/L 2050 2060 RIGHT CURB 2050 o o (.1 � LOOD + +10 (.0 o co POND SEE DETAIL 4 4" WIDE WHITE PAINTED FOG LINE 12" FROM PROPOSED EDGE OF ASPHALT EXISTING CURB EXISTING ROW RESS ROAD 50 EXISTING SIGN SP.HALT T GHT SIDE OF ROAD LAT BOUNDARY SEC. 26, T.25N., R.44E., W.M. SPOKANE COUNTY, WASH NGTON EXISTING STOP SIGN EXISTING ROW FH YL) 5 02.91 1 GRAPHIC SCALE 50 0 25 50 ( IN FEET ) inch = 50 ft. 100 N 10 10 0 N-) 0 r4) 0 i 0 0,5 ! 00 + +on op o cc, o FINISHED GRADE 0) rc) CO 0 -(N 0 Ln ° Lc; q) cij N Cd '4' 1",-: 10 + Lc-) + in o a) 0 .4- -CS.. EXISTING C/L GROUND 0 0 0 10 r- r-: 10 0 CN EXISTING GROUND r) + iflCN 0 o 10 cd 10 0 CN 0 c\I 7,1 0 LC 0 cri ▪ Ln (NO - C\J FUTURE FINISHED GRADE . • • + • " r • , • • , } CD c‘i CD c (L, 1') 0 LC) C (<4 C 0 + F= r) r- 53 CONSTRVCTION NOTES 0 0 UNDERGROUND SERVICE ALERT ONE —CALL NUMBER 1 .800 2.56.8000 CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN 8-8. CONSTRUCT AT THE FOLLOWING STATIONS: STA 46+41.26, TC=2057.98. OFFSET 18.0' RT, L=4' STA 47+00, TC=2058.25, OFFSET 18.0' RT, L=4' STA 48+50, TC=2058.24, OFFSET 18.0' RT, L=4' STA 49+40, TC=2057.94, OFFSET 18.0' RT, L=4' SAWCUT EXISTING ASPHALT 10' RIGHT OF CENTERUNE APPLY TACK COAT PRIOR TO PLACEMENT OF NEW ASPHALT. EXISTING TELEPHONE RISER TO BE RELOCATED, iv1/4%Ai• EXISTING POWER POLE TO BE RELOCATED NOTES • • CALL TWO BUSINESS DAYS BEFORE YOU DIG • ALL CURB GRADES LESS THAN 0.800% SHALL HAVE THEIR CURB FORMS VERIFIED BY A LICENSED LICENSED LAND SURVEYOR DEVELOPER'S APPROVAL DATE 2260 C/L 2250 2260 RIGHT CURB 2250 SHEET OF JOB NUMBER 97117 ./ 46 47 48 49 50 51 52 z 0 POND "Tr FINISHED POND BOTT EL...2055.4 POND BOTTOM .REA. 400 S.F. MIN. TOP OF BE:RM E .=2056.99 DRAINAGE EASEMENT PROPOSED ROW TYF'E "B' CUR ANI) GUI 1ER POND "Ul" 18TH COURT PROPOSED ROW FINISHED POND BOTT )M EL-2055. POND BOTTOM t\REA= 400 S.F. MIN. TOP OF BE:RM E .=2058.99 PONE "T SCrd_E: 1" '20' COUNTY DATUM ts SPOKANE COUNTY DATUM F'ER UTUMN CREDIT 1ST & 2ND ADDITIO\JS P _ANS EAST FLANGE OF FIRE HYD RANT ON W. SIDE OFSULLIVAN © S. PLAT 3OUNDARY DRAINAGE EASEMENT U1" DETAILS 15.00' 1 15,00' r,,' • 10' 10 5' r., L.. 5.00 1 15,00 CONSTRUCT CURB INLET TYPE "1" PER 2 5'(TYP) EASMENT —10' WIDE UTILITY SPOKANE COUNTY STANDARD PLAN 8-8, L=4', STA 46+41.26, TC=2057.98 OFFSET 18.0' RT ---10; WIDE UTILITY EASMENT CONSTRUCT CURB INLET TYPE "1" PER SPOVNE COUNTI STANDARIkPLAN B-8, L=5 , STA 3+1 C=2056.79 OFFSET a.c LT CONSTRUCT CURB INLET TYPEi "1" PER SPOKE COUNT, STANDAPIX PLAN B- L=5',`'STA 3+157 TC=2056.79 OFFSET 18.0' RT/ PLAT BOUNDARY SEC. 26 T.25 N,, R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN 8-8, L=4', STA 47+00, TC=2058.25 OFFSET 18.0' RT TV FINISHED POND BOTTOM EL=2056.i,/t POND BOTTOM AREA= 596 S.F. MIN. TOP OF BERM EL=2057.94 POND SCALE: 1" NOTE: SEE PROGRESS ROAD CROSS-SECT1ON FOR POND BOTTOM LOCATION CONSTRUCT CURB INLET TYPE "1" PER SPOKVE COUNTYVANDAW(PLAN B-8, L=4'TA 4+65.8;17, TC=2054.13, OFFSET 18.0' RT POND 1.12" FINISHED POND BOTTOM EL=201.71 POND BOTTOM AREA=525 S. MIN. TOP OF BERM EL=2023.31 INSTALL TYPE "B" DRYWELL AND TYPE "4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS B-1 AND B-15. STA 47+35, OFFSET7'31.5' GRATE EL=2052.21 (ST. CHARLES ROAD) PROPOSED ROW DRAINAGE EASEMENT 10 CONSTRUCT CURB INLET TYPE "2" PER SPOKANE VIINTY STANDARD 9LAN B-9, STA 47+46.27 TC=2053.11 OFFSET 20.0 LT CONSTRUCT CURB INLET TYPE "2" PER SPOKANE UNTY STVDARD PLAN B-9, STA 47+ .62, TC=2053.08 OFFSET 20.V RT DRAINAGE EASEMENT 3 36.50' L — CONSTRUCT CURB INLET TYPE "1" PER SPOKANL,COUNL.SY TANDARD PLAN 8-8, L=4', STA 4+65787, TC= 2054.1 3p/ OFFSET 18.0' LT TYPE "B" CURB AND GUTTER CHARLES ROAD L__ 15.00' 15.00' POND "T2" "U2" & "V" DETAILS SCALE: 1 20' CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN B-8, L=4', STA 48+50, TC=2058.24 OFFSET 18.0' RT SPRINGFIELD AT AUTUMN CREST PLAT BOUNDARY INSTALL TYPE "B" DRYWELL AND TYPE "4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS B-1 AND B-15. STA 4+58.35, OFFSET 25.0' LT GRATE EL=2052.75 DRAINAGE EASEMENT 1 5'(TYP) 41- NSTALL TYPE "B" DRYWELL AND --TYPE l'4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS B-1 AND B-15. STA 47+75, OFFSET= 31.50' GRATE ELE V= 2C 51 . 8 (ST. CHARLES ROAD POND FINISHED POND BOTTOM EL=2051.68 POND BOTTOM AREA=600 S.F. MIN. TOP OF BERM EL= 2053. 28 UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456 •8000 POND T2 FINISHED POND BOTTOM EL=2.25---- POND BOTTOM AREA=872 S.r MIM. TOP OF BERM EL=2053.8.50• INSTALL TYPE "B" DRYWELL AND TYPE "4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS 0-1 AND B-15. STA 48+35, OFFSET .5' LT GRATE EL=2052.75 (ST, CHARLES ROAD) CONSTRUCT CURB INLET TYPE "2" PER SPOKANE 9NTY STANDARD PLAN B-9, STA 4E34-2- OFFSET 20.Er LT PROPOSED ROW 10' WIDE UTILITY EASMENT CONSTRUCT CURB INLET TYPE "1" PER SPOKANE COUNTY STANDARD PLAN 8-8, L=4', STA 49+40, TC=2057.94 OFFSET 18 0' RT INSTALL TYPE "B" DRYWELL AND TYPE "4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS B-1 AND B-15. STA 49+25, OFFSET=4.00' LT GRATE EL=2056.84 DEVELOP R'S APPROVAL )- 03 JOB NUMBER 97117 j R/W 30' 20' EXISTING R/W C /L EXISTING ROW 30' 8' EXISTING PAVEMENT VARIES 2" CLASS "B" ASPHALT CONCRETE CONTAINING-' 5 3/4 7 TO 6 1/4 % ASPHALT ON 6" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. TYPICAL CROSS-SECTION PROGRESS ROAD NOTES PROP4I«SEI R/ POND BOTTOM SPOI.ANE COUNTY TYPE "B" CURB Sc GUTTER * EXISTING PAVEMENT IS 11.5' TO 12.5' WIDE. CONTRACTOR IS TO SAW CUT PAVEMENT BACK TO 10' WIDTH AND PAVE 6.5' STRIP. TOP OF BERM ELEV. = LOWEST TOP OF CURB ELEV. + .20 FT. TYP. EASEMENT OR R.O.W. DRAINAGE EASEMENT AS SPECIFIED ON PLAN • PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. ▪ POND BOTTOM ELEVATION SHOWN ON PLANS IS FINISHED TOP OF SOD. CONTRACTOR SHALL GRADE POND BOTTOM TO PROVIDE FOR SOD AND TOPSOIL AS NOTED. • WARNING: THE USE OF SANDY LOAM IS PROHIBITED FROM USE AS POND BOTTOM MATERIAL. TYPICAL 208' POND NOT TO SCALE COUNTY DATUM 1.5" SOD ON TOPSOIL, SOD INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE GRATE ELEVATION NORMAL GUTTER LINE SECTIONAL VIEW SEC. 26, T.25 N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON R/W SPOKANE COUNTY TYPE "rB" CURB & GUTTER CONCRETE APRON 4" THICK P.C.C. GRADE© POND BOTTOM GRADED POND BOTTOM TH DRAINAGE STRUCTURE TYPE "B" CURB GUTTER FLOWLINE CURB INLET 60' RIGHT OF WAY UTILIT t EASEMENT 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1 /4 % ASPHALT ON 8" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS, TYPICAL CROSS-SECTION ST. CH,vrtLES ROAD NOTES R/W 10' SPOKANE COUNTY TYPE "6" CURB & GUTTER TOP OF BERM ELEV. = LOWEST TOP OF CURB ELEV. + .20 FT. DRAINAGE EASEMENT AS SPECIFIED ON PLAN 1.5" SOD ON TOPSOIL, SOD INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TYP. • POND BOTTOM ELEVATION SHOWN ONPLANS IS FINISHED TOP OF SOD, CONTRACTOR SHALL GRADE POND BOTTOM TO PROVIDE FOR SOD AND TOPSOIL AS NOTED. • WARNING: THE USE OF SANDY LOAM IS PROHIBITED FROM USE AS POND BOTTOM MATERIAL. SECTIONAL VIEW TYPICAL '208' POND 18' 50' RIGHT OF WAY 18' 1✓ .0234 UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 R/W 2 2" CLASS "B" ASPHALT CONCRETE CON AINING 5 3/4 % TO 6 1/4 % ASPHALT ON 8" BRUSHED ROCK TOP COURSE IN ACCORDANCE WI- H WSDOT SPECIFICATIONS. TYPICAL CROSS-SECTIO 18TH COURT EASEMENT OR R.O.W. TYPE "B" CURB GUTTER FLOWLINE CURB INLET NORMAL GUTTER LINE CONCRETE APRON 4'" THICK P.C.C. TOPSO L ON GRADED POND BOTTOM GRADED POND BOTTOM THOUT DRAINAGE STRUCTURE NOT TO SCALE 10' UTILITY EASEMENT r m • z z SPOKANE COUNTY DATUM PER AUTUMN CREST CREST 1ST & 2ND ADDITIONS PLANS EAST FLANGE OF FIRE HYDRANT ON W. SIDE OD SULLIVAN 4 5. PLAT BOUNDARY DEVELOPER'S APPROVi ►L DATE SHEET 5 OF JOB NUMBER 97117