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Home My WebLink AboutPZ - ITD February 15, 2018 C.Jay Coles Meridian City Clerk’s Office 33 East Idaho Avenue Meridian, Idaho 83642 VIA EMAIL RE: H-2017-0170 OAKS WEST SUBDIVISION The Idaho Transportation Department has reviewed the referenced annexation, zoning, and preliminary plat application for the Oaks West Subdivision located east of North McDermott Road and south of West McMillian Road, east of the proposed new alignment for SH-16. ITD has the following comments: 1. This subdivision is separated from the future alignment for SH-16 by existing McDermott Road. SH- 16 at this location will be a full access controlled highway. McMillan Road will not have access to the SH-16 corridor. A structure will connect McMillan Road east and west of the new SH-16 alignment. 2. ITD has identified the need for a right-of-way width of 140 feet from the section line on the south side of McMillian Road. Please see ITD Project Number A009(963) Key 9963, sheet 138 of 179, attached. ITD would ask that the City assist in keeping down construction costs of the future highway by leaving the proposed SH-16 corridor free of any major structures. 3. A cul-de-sac is planned for McDermott Road south of its current intersection with McMillian Road. Applicant will need to be aware of the impact the future cul-de-sac will have on parcels located along McDermott Road in this area. ITD is willing to consider any options presented by the applicant that will maintain access to drainage features and allow for maintenance of the structure. Please see ITD Project Number A009(963) Key 9963, sheet 138 of 179, attached. 4. ITD does not object to the construction of a subdivision on this parcel provided that adequate setbacks allow for the future construction of the SH-16/McMillian crossing. If you have any questions, you may contact Shona Tonkin at 334-8341 or me at 332-7191. Sincerely, Ken Couch Development Services Coordinator Ken.Couch@itd.idaho.gov �pg�� RECORD OF SURVEY NO. gla(;QE ...� �� m J lK J H SHEET 16 OF 17 FUTURE ACQUISITIONS MAP 0 100 200 400 FOR THE IDAHO TRANSPORTATION DEPARTMENT SCALE INFEEr LOCATED IN SECTIONS 5, 8, 17, AND 20, T. 3 N., R. 1 W., B.M., CANYON COUNTY, IDAHO SECTIONS 4, 9, 16, AND 21, T. 3 N., R. 1 W., B.M., ADA COUNTY, IDAHO SEE SHEET 15 SECTIONS 20, 21, 28, 29, 32, AND 33, T. 4 N., R. 1 W., B.M., ADA COUNTY, IDAHO LEGEND :III I j JUNE 2011 1 t.� 1 I FOUND SECTION CORNER, AS NOTED r o ti t C 114 CORNER FND 518' IRON ROD FOUND QUARTER CORNER AS NOTED n I I I N 725862.31 1 • Z I E 2430931.94 SECTION LINE rnI 1 I QUARTER SECTION LINE t I SIXTEENTH SECTION LINE t SE 1/4 SE 114 I NE 1/4 SE 114 — — — — PROPOSED RIGHT-OF-WAY BOUNDARY If SECTION 29 I SECTION 29 I P/L EXISTING PROPERTY LINE FROM GIS 1 CN�7 N I I t Z Z t I w .. 5555.. 5555. PROPOSED FILL SLOPE LIMIT PROPOSED CUT SLOPE LIMIT LLj Lu RDS 1244 (SA30) I 300 1 t in U) I ROS 7086 (SA -32) PROPOSED ALIGNMENT STATIONING II I ® FOUND BRASS OR ALIMINUM CAP t I I O FOUND 5/8' IRON ROD 480+81.83 ---terLg8 - t : FOUND IRON RDD 150. 83+51 505+36.07 EF MONUMENT 15LT - - - L92 NOTHING FOUND, NOTHING SET I �- - - C395- ■ CALCULATED POINT, NOTHING FOUND, NOTHING SET 5555... : .� ATA 482+26.70 — — — — — ——-— — — — ---•.....---PROPOSL'D'SH=1H............ �........................... -- 508...4....................... L1 LINE E 5555 i - - - - - - - - - - 4 - - � .. . • . 480 465 49U CONTROL ALIGNMENT 5a6+57.47 Cl CURVE DATA T. 505 510 W ROS RECORD OF SURVEY FND BCM --� cn T11I ........ - _ ...................................5555. ^f................... L11 --- ............---- U -I LLI N 723203 17 - - - - - - - - - - - - - - - - w INST INSTRUMENT NUMBER N E2433535,34 ------ -- �•••..•••••••••.•••••.• ••..•.•............. `-�� W SURVEY FILED IN ADA COUNTY L39 CPF 3535,3326 1 _0 co (SA -X) - - - - - rTrl- 32 29 RAW I S7'00'47 -W M (SC -X) SURVEY FILED IN CANYON COUNTY SECTION 29 RiN-� 2830.72' R7'W R, YoR/W (PA -)O PLAT FILED IN ADA COUNTY 2 P/L 6 R/ R/W - SECTION 28 - R/W R/W R/w McDERMOTT ROAD R/w R/W R/W 28 R/W 460+63.49 1 t 483+58.49 (pGX) PLAT FILED IN CANYON COUNTY 150.00 RT 1 150.00 RT I ^ 505+38.07 FND ACM I I 0 150.00' RT N 725633.47 E 2433581.85 CPF 94041837 49, I � a I 1 I 1 1 Q I IY I 1 y Y9 N I m ul �C14 Z III I1 I 1 t � � c9 N 00 }- F- I t I oo t - - - - - - - - - - - t 480+9124 L41 155253' RT I � ROS 6811(SA33) ROS 1767 (SA -34) I ROS 2712 (SA -35) I ROS 5362 ROS (38) t (SA -37)) S 67SAI 1 I - I I P/L P/L I r I SW 114 SW 1/4 I SECTION 28 NW 1/4 SW 1/4 P/L I ' I SECTION 28 t I w I Bbl 1 N P/L P/L I awl 1 I 1 1 I � I r I t I I 1 I 1 I I P/L P/L I SURVEYOR'S CERTIFICATE 1 II, MITCHELL D. CHRISTIAN, A REGISTERED LAND SURVEYOR -------------------------------------------_------------------,--------�------------ IN THE STATE OF IDAHO, HEREBY CERTIFY THAT THIS ISA REASONABLY ACCURATE REPRESENTATION OF A SURVEY _ I I MADE BY ME OR UNDER MY DIRECT SUPERVISION AND IS IN 483+68.24 I CONFORMANCE WITH IDAHO CODE TITLE 55, CHAPTER 16 1551.01' RT I AND CHAPTER 19. I I Nal LANA SE 1/4 SW 1/4 i NE 1/4 SW 1/4 ��`'� 4GIST€R SGpGo SECTION 28 SECTION 28 MITCHELL D. CHRISTIAN, P.L.S. 7043 t a 7043 CH209WHILL �,rq F DF ! P��Q C 1!4 CORNER 26 FND BCM I FND IRON PIPE 322 EAST FRONT STREET, SUITE 200 cyfLL D • CNS\ N723170.08 N725803.96 BOISE, IDAHO 83702 E 2436170.38 E 2438203.68 CPF 106023323 190%,3001 -RD QFuRI J EY FUTURE ACQUISITIONS MAP - FOR THE IDAHO TRANSPORTATION DEPARTMENT LOCATED IN SECTIONS 5, 8, 17, AND 20, T. 3 N., R. 1 W., B.M., CANYON COUNTY, IDAHO SECTIONS 4, 9, 16, AND 21, T. 3 N., R. 1 W., B.M., ADA COUNTY, IDAHO SECTIONS 20, 21, 28, 29, 32, AND 33, T. 4 N., R. 1 W., B.M., ADA COUNTY, IDAHO JUNE 2011 RIGHT-OF-WAY AND CONTROL ALIGNMENT GEOMETRY IDAHO SH -16 CONTROL ALIGNMENT GEOMETRY INTERSTATE 84 CONTROL ALIGNMENT GEOMETRY LINE NO. LINE DATA CURVE DATA L100 44.36 S 12'D6'11- W 1-101 2647.68 S 775349' E STATION STATION ELEMENT DISTANCE (FEET) BEARING DELTA RADIUS FE LENS FE TANGENT HORD (FEET) CHORD BEARING P.I. COORDINATES (N, E) 298+82.64 L7 78.64 N 0'03'33' E L8 856.73 S 89'0375" E 705243.43 2421370.02 S 46'18'18" E 704979.41 2431808.99 N 85'5544" E TANGENT 6447.86 N 0'50'44' E L12 859.97 N 89'0375'W L13 2005+89.81 N 0'03'33' E L14 133.16 363+30.50 L15 364.35 N 0.50'44' E L15 55.08 N 89'58'01' W L17 CURVE N 0.17"34' E L18 13'3125' 28647.90 CURVE 3396.72 6746.19 9'5T40' 17000.00 2955.56 1481.51 2951.84 N 5'49'35' E 712907.92 2431924.01 392+86.06 L23 605.68 N 89'11'19' W L24 322.40 TANGENT 11253.86 S 60'3751' E N 89'02'10' W L28 161230 N 10'4875' E TANGENT 4605.94 N 10'48"25'E 2186+05.34 411.34 N 53'55'45'E L29 254.83 N 28'3T57' E L30 156.97 438+92.00 L31 276.31 N 6'22'45' E CURVE 1081.63 N 85'2346' E 9101'18" 11459.16 1604.31 904.02 1802.45 S 85'03'29' E 703042.07 CURVE 2204+09.65 N 88'3953' W 9'4T44' 15000.00 2584.44 1285.35 2561.32 N 5'54'33" E 720149.97 2433306.41 464+56.44 L39 TANGENT 15920.42 S 89'34'08' E 140256 S 89'1820' E L41 275.00 N 0'41'40' E L42 1401.03 2363+30.07 TANGENT 4079.62 N 1'0041' E L44 514.34 N 7'34'57' E L89 1397.89 702915.49 2458499.98 270.00 505+36.07 L91 1399.39 S 89'18'20" E L92 218424 N 1'00'41' E L93 123.58 N 27'0672' W L94 281.04 N 8'28'05' E CURVE 23295 N 19'4T13' E 28'2424" 10000.001 4957.91 2531.01 4907.29 N 15'12'53' E 726044.73 2433445.79 554+93.98 1 1 1 - TANGENT 529.D7 N 29'25'05' E 560+23.05 1 - 73071025 2434948.84 INTERSTATE 84 CONTROL ALIGNMENT GEOMETRY INTERSTATE 84 RIGHT -0F -WAY RIGHT (SOUTH SIDE) LINE TABLE LINE NO. LINE DATA CURVE DATA L100 44.36 S 12'D6'11- W 1-101 2647.68 S 775349' E STATION ELEMENT DISTANCE (FEET) BEARING DELTA RADIUS (FEET) LENGTH (FEET) TANGENT (FEET) CHORD (FEET) CHORD BEARING P.I. COORDINATES IN, E) 1990+11.18 297.23 N 35'58'34' E L7 78.64 N 0'03'33' E L8 856.73 S 89'0375" E 705243.43 2421370.02 S 46'18'18" E TANGENT 1578.42 N 85'5544" E L11 401.87 N 48'18'18' W L12 859.97 N 89'0375'W L13 2005+89.81 N 0'03'33' E L14 133.16 N 46.58'04' W L15 364.35 N 0.50'44' E L15 55.08 N 89'58'01' W L17 CURVE N 0.17"34' E L18 13'3125' 28647.90 6761.88 3396.72 6746.19 S 87'18'33' E 705596.64 2426332.61 2073+51.48 L21 718.12 S 89'11'19' E L22 185.00 N 0'4841' E L23 605.68 N 89'11'19' W L24 322.40 TANGENT 11253.86 S 60'3751' E N 89'02'10' W L28 161230 N 10'4875' E L27 59224 N 14'3775' E 2186+05.34 411.34 N 53'55'45'E L29 254.83 N 28'3T57' E L30 156.97 N 20.05'29" E L31 276.31 N 6'22'45' E CURVE 1081.63 N 85'2346' E 9101'18" 11459.16 1604.31 904.02 1802.45 S 85'03'29' E 703042.07 2441676.01 2204+09.65 N 88'3953' W L38 532.95 N B9'1T55' W L37 205.48 N 76'02'03' W L38 792.25 N 9'21'37 E L39 TANGENT 15920.42 S 89'34'08' E 140256 S 89'1820' E L41 275.00 N 0'41'40' E L42 1401.03 2363+30.07 L43 2177.58 N 1.0041' E L44 514.34 N 7'34'57' E L89 1397.89 702915.49 2458499.98 INTERSTATE 84 RIGHT -0F -WAY RIGHT (SOUTH SIDE) LINE TABLE LINE NO. DISTANCE (FEET) BEARING L100 44.36 S 12'D6'11- W 1-101 2647.68 S 775349' E L102 568.32 N 77'25"27 E L103 1881.12 S 81'18'18" E L104 1 34.00 N 8'38'03' E INTERSTATE 84 RIGHT-OF-WAY RIGHT (SOUTH SIDE) CURVE TABLE RADIUS LENGTH TANGENT CHORD CURVE NO. DELTA (FEET) (FEET) (FEET) (FEET) CHORD BEARING C40 61'4757' 938.00 1010.36 560.45 96222 S 70'12'24' E C41 19'41'56" 1202.00 413.26 208.69 41123 N 88'47'05' E IDAHO SH -16 RIGHT-OF-WAY RIGHT (EAST SIDE) LINE TABLE LAND LINE NO. DISTANCE (FEET) BEARING L1 53.07 N 13.45'06' E L2 1150.96 N 75'32'51' W L3 229.46 N 36'1522' W L4 295.31 N 47'2872'W L5 628.03 N 0'50'44' E L6 297.23 N 35'58'34' E L7 78.64 N 0'03'33' E L8 856.73 S 89'0375" E L9 401.87 S 46'18'18" E 1-10 210.00 N 0'51'33'E L11 401.87 N 48'18'18' W L12 859.97 N 89'0375'W L13 406.04 N 0'03'33' E L14 133.16 N 46.58'04' W L15 364.35 N 0.50'44' E L15 55.08 N 89'58'01' W L17 2244.72 N 0.17"34' E L18 307.62 N 4'4434' E L19 513.60 S 89'02'10' E L20 190.81 N 83'59'59' E L21 718.12 S 89'11'19' E L22 185.00 N 0'4841' E L23 605.68 N 89'11'19' W L24 322.40 N 81.3T43' W L25 479.09 N 89'02'10' W L28 161230 N 10'4875' E L27 59224 N 14'3775' E L28 411.34 N 53'55'45'E L29 254.83 N 28'3T57' E L30 156.97 N 20.05'29" E L31 276.31 N 6'22'45' E L32 1081.63 N 85'2346' E L33 100.DO N 0'42'05" E L34 312.64 N 83'4745' W L35 544.08 N 88'3953' W L38 532.95 N B9'1T55' W L37 205.48 N 76'02'03' W L38 792.25 N 9'21'37 E L39 1627.04 N 1'00'41' E L40 140256 S 89'1820' E L41 275.00 N 0'41'40' E L42 1401.03 N 89'1820' W L43 2177.58 N 1.0041' E L44 514.34 N 7'34'57' E IDAHO SH -16 RIGHT-OF-WAY LEFT (WEST SIDE) LINE TABLE LAND LINE NO. DISTANCE (FEET) BEARING L45 45.17 N 9'OT1B' E L46 322.32 S 64'2604" E L47 78421 S 81'08'02' E L48 268.44 N 48'54'57' E L49 295.56 N 53'46'04' E L50 217.68 N 52'21'36' E L51 381.90 N 5'50'44' E L52 1071.06 N 0'50'44' E L53 523.41 N 89'0325' W L54 401.92 S 5010135' W L55 175.00 N 0'51'33' E L56 403.16 N 42'5476" E L57 25.76 S 89'D325' E L58 315.11 N 0'19'07' E L59 328.84 N 47'00'19' E LBO 61.18 N 5'50'44' E L81 525.57 N 5'50'44' E L62 24205 N 0'4536' E L.63 790.54 N 5'50'44' E L64 346.59 N 0'50'44' E L65 465.17 N 89'02'10' W L66 261.31 N 77'30'16' W L67 78.23 S 89.41'15' W L68 98.14 S 84.33'37 W L69 164.83 N 89'0028" W L70 1130.00 N 0'36'55' E L71 239.18 S 89'00'26" E L72 349.81 N 83'5720' E L73 48265 S 89'0710' E L74 1690.92 N 10'48'25" E L75 200A9 N 5'39'48' E L78 58821 N 0'1738' W L77 136.89 N 44'30'45' W L78 39326 N 89'1T55" W L79 672.40 N 81'10'35" W LBO 100.00 N 1'06'45'E L81 837.47 N 84'23'50' E L82 445.23 S 89'1T55' E L83 208.40 N 52'4734' E L84 8205 N 10'16'07' E LB5 270.69 N 23'5738' E LOB 390.18 N 18'53!45'E L87 584.63 N 14'4627 E L88 1625.38 N 1'00'41' E L89 1397.89 N 89'1820' W L90 270.00 N 0.41'40' E L91 1399.39 S 89'18'20" E L92 218424 N 1'00'41' E L93 123.58 N 27'0672' W L94 281.04 N 8'28'05' E L95 23295 N 19'4T13' E L96 50425 N 9'OT48- E L97 222.30 N 5'18'58' W RECORD OF SURVEY NO. SHEET 4 OF 17 IDAHO SH -16 RIGHT-OF-WAY RIGHT (EAST SIDE) CURVE TABLE LAND MITCHELL D. CHRISTIAN, P.L.S. 7043 \pNNk- SG �C-i G1S T&q a 7043 CURVE NO. DELTA RADIUS (FEEF) LENGTH (FEET) GENT T(FEET) CHORD (FEET) CHORD BEARING C7 39'1T28' 755.00 517.75 269.52 507.66 N 55'54'06' W C2 11'13'00' 3290.00 644.08 323.07 643.05 N 41'51'52" W C3 48'1907' 755.00 638.70 338.67 618.00 N 23'1649' W C4 14'2655' 1705.00 429.47 215.88 428.33 N 28'4536' E C5 35.55'01' 435.00 272.69 140.99 1 288.25 N 18'01'04' E C8 42'4607' 821.00 81260 321.35 598.49 S 87'40'51' E C7 42'5(710' 1031.00 770.61 404.42 752.98 S 8743'22' E C8 42'51110" 821.D0 613.80 322.04 599.61 N 67'4322'W C9 42'4607' 1031.00 769.29 403.55 751.57 N 67'4951'W C10 47'01'37' 558.00 457.99 242.78 445.25 N 23'2715' W C71 1'05'37 750.00 14.30 7.15 14.30 N 46'25'18' W C12 19'1820' 750.D0 252.71 127.56 251.52 N 36'1372" W C13 2724'58' 750.00 358.87 18294 355.46 N 12'51'44' W C14 5'25'18' 16850.00 1594.49 797.84 1593.89 N 8'0546' E C15 36'20'16' 743.00 47122 243.64 483.36 N 32'4723' E C16 9'4T44' 15150.00 2590.D9 1298.21 2588.94 N 5'5433" E C17 5'OT19" 9850.00 1 880.52 440.55 88023 N 3'3420` E IDAHO SH -16 RIGHT-OF-WAY LEFT (WEST SIDE) CURVE TABLE LAND MITCHELL D. CHRISTIAN, P.L.S. 7043 \pNNk- SG �C-i G1S T&q a 7043 CURVE NO. DELTA RADIUS (FEET) LENGTH (FEET) TANGENT (FEET) CHORD (FEET) CHORD BEARING C18 50'32'17 750.00 681.52 354.02 64029 N 74'11'03' E C19 4'51'07' 3295.00 279.02 139.60 278.94 N 51'20'31` E C20 42'5520` 752.00 583.35 295.63 550.27 N 27'18'24' E C21 43'0320' 821.00 816.95 323.86 602.54 S 69'24'55" W C22 42'58'17- 1016.00 761.99 1 399.92 74428 S 69.22'24' W C23 42'58'17' 841.00 630.75 331.04 616.07 N 69`2224' E C24 43'03'20" 1D46.00 788.03 41262 767.68 N 69.24'55' E C25 48'41'17 326.00 265.64 140.69 258.35 N 23'39'43' E C26 20'3700" 402.00 144.07 7281 143.30 N 38'44'19' E C27 20'3T35' 4D2.00 144.72 73.15 143.94 N 16'09'32' E C28 5'00'00' 2917.00 254.56 127.36 254.48 N 3'20'44' E C29 3'4130" 17150.D0 1105.02 552.70 1104.83 N 2'4179' E G30 5'29'57' 17150.00 1648.07 823.87 1645.44 N 8'0376" E C31 9'5716" 3265.00 567.29 284.38 566.57 N 4'41'01' E C32 10.3345" 1565.00 288.51 144.66 288.10 N 4'59'15' E G33 13'41'31' 1560.00 372.79 18729 371.91 N 17.06'53' E C34 6'29'521 14650.00 1684.13 84297 1683.22 N 4'1537 E C35 6.0545' 10150.00 1079.89 540.48 1079.38 N 4'0334' E SURVEYOR'S CERTIFICATE 1, MITCHELL D. CHRISTIAN, A REGISTERED LAND SURVEYOR IN THE STATE OF IDAHO, HEREBY CERTIFY THAT THIS IS A REASONABLY ACCURATE REPRESENTATION OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND IS IN CONFORMANCE WITH IDAHO CODE TITLE 55, CHAPTER 16 AND CHAPTER 19. LAND MITCHELL D. CHRISTIAN, P.L.S. 7043 \pNNk- SG �C-i G1S T&q a 7043 CH21-HILL ��? q7' f �TcyFL[ 322 EAST FRONT STREET, SUITE 200 ��(�`S BOISE, IDAHO 83702 T . 4 N . , R . 1 W . . B . M . T ^ " " ' v s - i [ : : . ' i " : . ^ T ! ' * { ' 3 & ^ , Q y i " S W 4 S W 4 S E C . - S B ^ ' ^ m ^ W ^ M ' " ^ S 0 4 2 8 3 . 3 6 S A O i " : " ^ - ^ ^ ; ' " ? : : ^ s s - : ' s - P / L - ' • ' . K ' . : ? ' ' ^ - : ! : ' ; — : . ^ : r : + - l - . . ; 1 ; ; - ^ E I S R / W L I M I T S S H 1 6 S T A 4 8 3 * 5 8 . 4 9 , 1 5 0 . 0 0 ' R T - > . - r ^ - " . , . . ! - » ^ % 1 ( M l ^c^ ^ , _ \ ^ ^ - T ^•'.^•MK^M^./.^L ^ • : m s - . t e m < : i r - # 0.1 DATE | BY REVISIONSDESCRIPTIONDESIGNEDB.EXONDESIGN CHECKEDK.NDKESDETAILEDT. PHILLIPSDRAWING CHECKEDK.NOKES SCALES S H O W N ARE FOR i l " X 1 7 " PRINTS O N L Y CADD FILE N A M E 09963_plan _ 2 1 4 . s h t DRAWING D A T E : APRIL 2011 I D A H O T R A N S P O R T A T I O N D E P A R T M E N T C H 2 M H I L L P R O J E C T N O . A 0 0 9 ( 9 6 5 ) P R O J E C T P L A N S H E E T S T A T E H I G H W A Y 1 6 M c M I L L A N R O A D S T A . 2 2 ^ 0 0 . 0 0 T O S T A . 3 4 ^ 0 0 . 0 0 E n g l i s H C O U N T Y A D A / C A N Y O N K E Y N U M B E R 0 9 9 6 3 S H E E T 1 3 8 O F 1 7 9 ! k ^ V ? ^ y > v ' ^ • ^ ^ s 6 < ^