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SOUTHERN SPRINGS SUB No 3 RECORDED PLATSk S ss 13 ,a, E- OVERLAND ROAD FINAL PLAT OF 1SOUTHERN SPRINGS SUBDIVISION N0. 3 24 9 NW CORNER SECTION 19 A PORTION OF US GOVERNMENT LOT 2 OF SECTION 19, CP&F #102153014 T011NSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO SOUTHERN SPRINGS SUBDIVISION NO. 2 2006 lI !2 0 PLS 3624 N89'43'37"E _ c_5_ s _ _ 542.96' PLS 26Et I o L7 �[ZQ_- -- - -_-_ 248.41' / �� 113.49' 181.06' �[B [9 UNOSCARE I STORM - O I ch / C2 OR*1VA E EASEMENr Q'4 I .S5' LANDSrAFk-AND / SEE N07E 10 hl I STORM DRAINAGE 110' PRESSURE /RR/C 1 _ _ 17.50' EASEMENT z I I S 7E f0 +W ' h� •N 20 0�O -c NOTF 15 Qi 1 10' PRESSURE /RR/G4nON •�1' �5 h• SEWER & 4-4 coA z 1 SEEE NOS EMENT I� / ry =N y �! / EASEMENT ACHD STORM ORA/N EASEMENT _ 1 30 �' 1 C Z5' PueL/c unL/nEs SEE NorE /3 '�(ti l /0 ry F- = I Q �o ,y 6' SEE M1bIF f3 SEE NOTE 4 w WC12W-iSEE NOTE 3 ! c7 .1h ti 0� v; w W v1 h1 17 / FAS,�C�ry p0�p 16 w J9 C I WI nl I 23' Pufiuc ununEs r try h BLOCK > v� o I �I 13 rccw, 1fj i 1 s 2 SEE Np EE r !'off o* y o � I I l U) m a Z N 1 $ ° c s 4 I PR varE ACCESS, o 9 2 N l z v g� ° "1 SEWRE45&EWATER z �, �} W` "� 1 29.50' 1 I f0 z `D S70E W z 1 1 I �' CY , 0 SEE NOIE 11 and 13 TWEE E WATER g V O z O SEE NOTE 13 2 'r'I r I N O ND WALK EASEMENT >4' 79' SEWER B WA7ER ACh I RECORDED UNDER 1 EASEMENT $ 1 R h 105/30086 f238' SEE NOTE IJ 749.55' n 1 10, PUBLIC UnL/nE3 - '� EASEMENT -- --- - - - - - - ------ -------1- b a----------------�-- - .i 10222.88N 140.62-- _1 79.54' !901773'4.. .......... 14 / o soot L73 543.04' P.O.B. S89'43'04"WCi Tur1READnBLe - - - - - - E. CALDERWOOD DRIVE -------------------°.- - - - - - - - - - - - - - ° �1 �1 o RUNNING BROOK ESTATES BOOK 65, PAGES 6636-6638 g z 24 19 W1/4 CORNER SECTION 19 CP&F #9149706 I ullly ( 1. Building setbacks and dimensional standards in this subdivision shall be in compliance with the applicable zoning regulations of the City of Meridian, Idaho. 2. Any re -subdivision of this plat shall comply with the applicable regulations in effect at the time of re -subdivision. 3. Lots 17, 18 and 19, Block 1 are subject to a permanent public utilities easement as shown. However, this easement shall not preclude the construction of proper hard surfaced roadways for access to and from each individual lot. 4. Lots 18 and 19; Block 1 shall have an ACHD Storm Drain Easement as shown. 5. This subdivision is in Flood Zone X per FIRM mop number 16001CO234H dated February 19, 2003. 6. The owner of each lot, across which passes an irrigation/drainage ditch or pipe, is responsible for the maintenance thereof, unless such responsibility is assumed by an irrigation/drainage district. 7. The bottom elevation of structural footings shall be set a minimum of 12 inches above the highest established normal groundwater elevation. 8. Direct lot access to South Kuno Meridian Road and East Calderwood Drive is strictly prohibited. CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT CHORD CHORD BRG C1 40.10 112.50 20.25'25" 20.27 39.89 S09'55'47"W C2 4.71 112.50 2'23'54' 2.36 4.71 N18'56'32'E C3 11.64 131.50 5!04'1 9L 5.82 11.64 N1T36'21"E C4 30.59 93.50 18'44'46" 15.43 30.46 S09'05'27"W C5 2.74 93.50 1-40'40' 1.37 2.74 S79'18'10'W C6 42.35 126.50 19.11'02" 21.38 42.16 S09'18'35W C7 2.74 126.50 114'24" 1.37 2.74 S79'31'18'W 9. All lots within this subdivision shall have cross access as set forth in the declaration of covenants, conditions and restrictions of the Southern Springs Owners Association as recorded under instrument number 104116574 for use of this private access. 10. Lots 17 through 19, Block 1 are subject to a landscaping and storm drainage easement as shown hereon to be maintained by the Southern Springs Owners Association. 11. Lots 17 through 19, Block 1 are subject to an A.C.H.D. sidewalk easement as recorded under instrument number 105130086. 12. Lots 17 and 18, Block 1 are subject to a private access easement as shown to be maintained by the Southern Springs Owners Association. Easement shall grant access to all lots, and access to all other Southern Springs phases. There shall be no parking allowed within the private access easement. 13. Lots 17 through 19; Block 1 are subject to a City of Meridian sewer and water easement as shown. 14. Lots shall not be reduced in size without prior approval from the appropriate Health Authority. 15. Lots 17 through 19; Block 1 sholl have a (10') pressurized irrigation easement as shown. 16. A twenty three foot (23') public utilities easement is granted, being the East 23.00 feet of Lot 17, Block 1. 17. Lot 17, Block 1 is subject to a (35') wide easement for the construction and maintenance of a meandering sidewalk, storm drainage. and landscaping maintenance by the Southern Springs Owners Association. LINE TABLE NUMBER LENGTH BEARING 1-1 25.01' N89'21'55"E L2 10.00' S89'22'08" E L3 21.00' S69.51.31 "E L4 &87' N89'43'04"E L5 12.31' N89'40'16"E L6 18.24' N89'46'11"E L7 21.03' N69'51'3,"W L8 I 17.51' N89'13'39"E L9 10.00' S 8' 3" LID 20.96' S55' 1'31"E L11 21,00' N69'51'31"W L12 16.10' N89'43'G4"E L13 5.50' N89'43'04"E L14 26.47' N84'04'22"E L15 17.05 N8C04'22"E L16 8.32' N00'36'05'E L17 5,60' N00'36'05'E L18 7.40' N00'36'05"E L19 22.24' SOC'16'56"E L20 20.00' N89'43'04"E L21 22.24' NOD' 16'56'W LEGEND ------- BOUNDARY LINE LOT LINE ------ ROAD CENTERLINE EXISTING LOT LINE ROAD RIGHT-OF-WAY - - - - - - - - EASEMENT LINE AS SHOWN ................................... TIE LINE - . - • - CROSS ACCESS EASEMENT --------------- JOINT TRENCH EASEMENT LINE - . - . - SEWER & WATER EASEMENT LINE - - ACHD SIDEWALK EASEMENT 0 FOUND BRASS CAP ® FOUND 5/8" REBAR W/CAP MARKED PLS 3624 ® FOUND ALUMINUM CAP ® SET 5/8"x30" REBAR W/CAP MARKED K.N.S 11120 SET 1/2"x24" REBAR W/CAP MARKED K.N.S 11120 ❑ CALCULATED POINT P.O.B. POINT OF BEGINNING ANAL LANDS GySv�p\sTf,p U,AL 11120 ° u,10 Mwk �FL4rE OF 1pP S6a, I'y N. 501 JO 0 15 JO T I SCALE 1" = 30' DRAWING NO. C046362_FP SHEET 1 OF 3 PINNACLE Engineers, Inc. 12552 W. Executive Dr., Suite 8, Balm Idaho 83713 (208) 887-7760 N89'43'37'_E L5 SEWER c�� & WATER EASEMENT SEE NOTE 13 23 PPILIC SEEASEMENT UTILITIES NOTE 16 v V V SIDEWALK EASEMENT 1 `% ' 19 L6 _ 542.96' - - ----- -- ----- 1 13.49' C2 / r�Q7 h 10 hh SEWER & WATER EASEMENT SEE NOTE 13 Ocb7 18 w 0 LC,5 BLOCK 1 0 Lo o PRIVATE ACCESS, SEWER & WATER SEE 3 0 It 0 0 z CORDED UNDER SEWER & WATER EASEMENT VSTRUMENT NO. i ( � ( 12.38' SEE NOTE 13 — — — — — — — — 249 56 = 105130086 04 N l N 468.52' —------- I o � — �— — ----------------- - -------4—- —Z I�� o-----491.09' ------ -- L- --�- ---- -- -- -- ------ -- 181.06' SEWER & WATER EASEMENT SEE NOTE 13 7 SEE ACHD STORM DRAIN EASE. MENT SEE NOTE 4 G 19 ��—,— '140.62' ��/--V�---.�' — 179.54'--- -L — 14. 0 19. 00 �� — — —FB9. — — — — -F-7. 73' � —�-- -- -- 04"W L 13 543.04' N E. CALDERWOOD DRIVE RUNNING BROOK ESTATES BOOK 65, PAGES 6636-6638 CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT CHORD CHORD BRG C1 40.10 112.50 20'25'25" 20.27 39.89 S09'55'47"W C2 4.71 1 12.50 2'23'54" 2.36 4.71 N 18'56'32"E C3 11.64 131.50 5'04' 18" 5.82 11.64 N 17'36'21 "E LEGEND CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT CHORD CHORD BRG C1 40.10 112.50 20'25'25" 20.27 39.89 S09'55'47"W C2 4.71 112.50 2'23'54" 2.36 4.71 N 18'56'32"E C3 11.64 131.50 5'04' 18" 5.82 11.64 N 17*36'21 "E C4 30.59 93.50 18'44'46" 15.43 30.46 S09'05'27"W C5 2.74 93.50 1'40'40" 1.37 2.74 S19'18'10"W C6 42.35 126.50 19.1 1 '02" 21.38 42.16 S09' 18'35"W C7 2.74 126.50 1'14'24" 1.37 2.74 S19,31'18"W s subdivision shall have cross access as set forth in enants, conditions and restrictions of the Southern tion as recorded under instrument number this private access. 9, Block 1 are subject to a landscaping and storm shown hereon to be maintained by the Southern tion. 9, Block 1 are subject to an A.C.H.D. sidewalk under instrument number 105130086. Block 1 are subject to a private access easement ained by the Southern Springs Owners Association. access to all lots, and access to all other Southern shall be no parking allowed within the private 9; Block 1 are subject to a City of Meridian sewer s shown, reduced in size without prior approval from the 19; Block 1 shall have a (10') pressurized irrigation of (23') public utilities easement is granted, being f Lot 17, Block 1. is subject to a (35') wide easement for the tenance of a meandering sidewalk, storm drainage, enance by the Southern Springs Owners Association. LINE TABLE NUMBER LENGTH BEARING L1 25.01' N89'21'55"E L2 10,00' S89'22'08"E L3 21.00' S69'51'31 "E L4 6.87' N89'43'04"E L5 12.31' N89'40'16"E L6 18.24' N89'46'1 1 "E L7 21.03' N69151'31 "W L8 17,51' N89'13'39"E L9 10.00' S88'58'53"E L10 20.96' S69'51'31 "E L1 1 21.00' N69'51'31 "W L12 16.10, N89'43'04"E L13 5.50' N89'43'04"E L14 26.47' N84'04'22"E L15 17.05' N84'04'22"E L16 8.32' N00'36'05"E L17 5.60' N00'36'05"E L18 7.40' N00'36'05"E L19 22.24' SOO*16'56"E HLL20 20.00' N89'43'04"E 21 22.24' N00' 16'56"W LEGEND --- --- BOUNDARY LINE LOT LINE - - - ROAD CENTERLINE EXISTING LOT LINE ROAD RIGHT-OF-WAY - - - - - - - - EASEMENT LINE AS SHOWN ................................... TIE LINE - CROSS ACCESS EASEMENT --------------- JOINT TRENCH EASEMENT I - SEWER & WATER EASEMEN - ACHD SIDEWALK EASEMENT FOUND BRASS CAP Q FOUND 5/8" REBAR W/CAP MARKED PLS 3624 ® FOUND ALUMINUM CAP ® SET 5/8"x3O" REBAR W/CAP MARKED K.N.S 111 SET 1/2"x24" REBAR W/CAP MARKED K.N.S 111 ❑ CALCULATED POINT P.O.B. POINT OF BEGINNING 61 0 FINAL PILAF FOR SOUTHERN SPRINGS SUBDIVISION NO. 3 CERTIFICATE OF OWNERS Know all men by these presents, that Southern Springs, LLC. an Idaho limited liability company is the owner of the following described land; A parcel of land located in a portion of U.S. Government Lot 2 of Section 19, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as follows; Commencing of an aluminum cap monument marking the Southwest corner of the NW7/4 of said Section 19, thence along the West line of said NW7/4 also being the centerline of S. Kuna Meridian Road N00'37'52"E a distance of 1180.35 feet to a point from which a brass cap monument marking the Northwest corner of said NW1/4 bears N00.37'52"E a distance of 1469.50 feet, thanes leaving said West line S89'43'04"E a distance of 60.01 feet to a 5/8" rebar on the East right—of—way line of S. Kuna Meridian Road also being on the North right—of—way line of E. Caldemood Drive also being the POINT OF BEGINNING; Thence leaving said North right—of—way line and along said East right—of—way line N00'37'52'E a distance of 144.58 feet to a 5/8' rebar on the North line of said U.S. Government Lot 2; Thence leaving said East right—of—way line and along said North line N89'43'37"E a distance of 542.96 feet to a 5/8" rebar on the West line of Running Brook Estates recorded in Book 65 of Plats, pages 6636-6638 records of Ada County, Idaho; Thence leaving said North line and along said West line SOO.36'05'W a distance of 144.49 feet to a 5/8" rebar on the North right—of—way line of East Colderwood Drive; Thence leaving mid West line and along said North right—of—way line S89.43'04"W a distance of 543.04 feet to the POINT OF BEGINNING; Said parcel contains 1.80 acres, more or less, and is subject to all easements and rights—cf—ways of record or implied. That it is the intention of the undersigned to and they hereby include said land in this plat. The easements and private road indicated on said plat are not dedicated to the public but the right to use said easements and private rood are perpetually reserved for public utilities, ingress/egress and for such other uses as designated hereon and no structure other than for such utility purposes are to be erected within the limits of said easements. All of the lots in this subdivision will receive water service from the City of Meridian which has agreed in writing to serve all lots. Irrigation water has been provided from Nampa —Meridian Irrigation District, in compliance with Idaho Code 31-3805(b). Lots within the subdivision will be entitled to irrigation water rights, and will be obligated for assessments from Nampa —Meridian Irrigation District. I witness whereof, I have set my hand this A-! day of alb year of A7 W SOUTHERN SPRINGS, L.L.C. Rage Mich,(enerIMM mbar Barbara Mi6�I r. Member I[awrence A. Ross, Member Lisa H. Ross, Member CERTIFICATE OF ACKNOWLEDGMENT STATE OF IDAHO) COUNTY OF ADA)5.5 On this iL ,-, day of in the year of �rtlbl, before me, the undersigned, a notary public in in and of Idaho, personally appeared Lawrence A. Ross and Lisa H. Ross, husband and wife, known or identified to me to be Members of the limited liability company that executed the instrument or the persons who executed the instrument on behalf of said limited liability company, and acknowledged to me that such limited liability company executed the some. +4 Notary Public Idaho Residing at: 6 +pTARP' My commission expires on: bitlla616 ere- oUllO,(. D 14 OF SOW! STATE OF IDAHO) COUNTY OF ADA) S.S On this � day of in the year of Zpob , before me, the undersigned, a notary public in and for a State of Idaho, personally appeared Roger Michener and Barbara Michener, husband and wif , known or identified to me to be Members of the limited liability company that executed the instrument or the persons who executed the instrument on behalf of said limited liability company, and acknowledged to me that such limited liability company executed the same. �- Notary Public Who Y?'h WRI Residing at: rl r My commission expires on: *wig UU., OTARI• Lu 4.`'g by S T E asGq< O O 11120 ' eft- rf of 10 gb r'y N. Solt DRAWING NO. C046362_FP SHEET 2 OF 3 PINNACLE Engineers, Inc. 12552 W. Executive Dr., Suite B, Boise, Idaho 83713 (208) 887-7760 FINAL PLAT FOR SOUTHERN SPRINGS SUBDIVISION NO. 3 CERTIFICATE OF SURVEYOR APPROVAL OF MERIDIAN CITY COUNCIL I, Kevin N. Sorensen, do hereby state that I am a registered Professional Land Surveyor, licensed by the state of Idaho, and that this plot as described in the certificate of owners was drawn from on actual survey made on the ground by me or under my supervision and accurately represents the points plotted thereon, and is in conformance with the State of Idaho Code relating to plats and surveys. 6`a�pis T e �`SO a4�y a i Kevin N. Sorensen n 11 0 P.L.S. 11120 24 o et. r tE OF r'y N. 50% APPROVAL OF ADA COUNTY HIGHWAY DISTRICT The foregoing plat was acceptea and ap roved b the Board of Ada County Highway District Commissioners on this day of year of_. i S, �••= ANa County Highway District Chairman y•w vr'F�Vr .'.IyAY p15�.••' SANITARY RESTRICTIONS Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been sousfied according to the letter to be read on file with the County Recorder or his agent listing the conditions of approval. Sanitary restrictions may be re —imposed, in accordance with Section 50-1326. Idaho Code, by the issuance of o certificate of disapproval. .•'Q.�C� ^E'tCT C lily �i�� e c : ADA Q 000NTY >= >s i District Health Department Date // /. / e.f APPROVAL OF MERIDIAN CITY ENGINEER The foregoing plat was accepted nd approved by the City Engineer f Meridian, Ada county, Idaho this �— day of �s.� e.+y year of City Engineer The fore oing g ,plot was accepted and approved this ? day of 0�'1 year of 24sesr by the City of Meridian, Ada County, Idaho. City Clerk V' CERTIFICATE OF ADA COUNTY SURVEYOR Wrwsv p. I, the undersigned, County Surveyor for Ada County, Idaho, do hereby certify that I have checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. 4-11 ' _ t Ado County Su ry r MS 570 CERTIFICATE OF THE ADA COUNTY TREASURER This is to certify that the undersigned, per the requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent county property taxes for the property included in this plat have been paid in full. This certification is valid for the next thirty (30) days only. 4Jry ., ou Dot l,niy as rer V Date: �a- - / 46Dh:vR CERTIFICATE OF ADA COUNTY RECORDER Instrument no. 10102SVId STATE OF IDAHO) S.S. COUNTY OF ADA) I hereby certify that this ! JQ�was filed at th5, request of Southern Springs, L.L.C. at 3� rr nutes past _1L_ o'clock _ _.n.. this 1 t` day of �^__a a,-- o.d. ��, in my office and was duy recorded in book o plT ots at pages 1l Sq5 through ,, Sg 7 . 11 Coo r.. 1 .. 6A.. Ad Deputy Ex—Officio Recorder Fee: I DRAWING NO. C046362_FP SHEET 3 OF 3 PINNACLE Engineers, Inc. 12552 W. Executive Dr., Suite B, Base, Idaho 83713 (208) 887-7760