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Home My WebLink AboutCC - Street Name Approval ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: June 14, 2023 Final Plat RX Project Name: Lennon Pointe Sub T/R/S 3N1W01 Parcel Number(s): S1201223115 Project/Plat Applicant: HMH Engineering Phone No: 208-884-1048 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT W USTICK RD N LINDER RD v v v v o v U 3 v a c o Proposed Street Names: u Q o V) m Comments 1 W PEBBLE STONE DR X W PEBBLE STONE LN (PRIVATE 2 ROAD) X 3 NW 1STH LN (PRIVATE ROAD) X 4 W SINDON LN (PRIVATE ROAD) X S N ZION PARK AVE X 6 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 A r 11- i ::g Winds -VVT � ! W Apple Pine Street p-i I ept Drive ; WA w!,y; m �- W Woodohest -_ Z-- -W I 'c Str ---- n --- --- -- --a) --- ----------- -------------- - - - - - - ------ --- �W woo -- - - ddhi 3 > r r Street-- a) lz r o� reet -> r o = Me Dri = Q' c ¢ o o_c o Woo p W Wd pine \�0 3 zQ � zUQ r as Z �j a,LStreet W�Woodpine Street m ¢ ' Z YTm r U) z, r r > -�' ' a W_Tre z Q r W N W'Crosswind ° � stie Drive W Crosswind r Cross c ; Street-)T m'-a=i W3 Street � ` Drive-Z r z¢> __ W Homestake a W v ; - - >-� Homestake---t- - - - - -- -- --- -i- WfG�a = > Daft, L_c L Street �� r h z > Street > .r Z.Q .ranch Z Q � - Q1 � � � r � r z r r Drive r Z ` r z r co TOLSantiago ' Street) r r r r r 0 r r r r r r r r r t-a) r r p r r r r r r +> r r z r r ' W Ust!ck Road r r r r r r r r r r r T •Pebblestone.Street ' W Pebblestone r Drivel W'Pebblestone Street r ( 1 a, I r r r 0 r r r Ore ' ' c N E , Qa��St r l� i r c ICU I (ti r r (i = r r r > r `j WParkstone Street ;° � m'> 00 ; - r r a) r LC¢ Z r Z r \s ��• z r r > r I r -- -- -- - - - -- -- -- %--- - ?9-- -- ------ ------1---- ---- o t-- --- ---- z-aIN Par Street � W Whitestorie W Whitestone a� Street Court oL� m z tN Z r p.`_j L > Cre TU�bi '� N,(0 a Q> W Stanhope Street akp`;t e� T Z a Q W Tumble—� CID e m ,` Creek•Drive-z r r r C: r r r = a) 2 W Tumble Creek Drive W1 z > Q m ' Q L r r r ID r r > r W - Lowry o W Lowry r ¢ z Street ck W- Lowry•Street Street 1 °' W.Low tr Z r r tJ Low Street rnl ry_Seet r r r 'tp r r r � r r r t r r r LL r Z r r r N< , r r r r r r Ffeid �stream•Drive I I I I H, VV Jc- laire•DriveL z W.Claire.Street '3 M so��e� _ cq' -i----------------- °' i- rd r 2 \t mL_N Oar no e /C' 4?� W Shortr/idge g° z fn Q ~'�e^a6 w, COco W Woodbury Gj �G ��•N COU�I Zi z (Drive Q� iL This map is made from data copyrighted by Ada County. ADA COUNTY ASSESSSOR Ada County shall not be liable for inaccuracies or misuse of Land Records Division this map.Maps bearing this disclaimer may be photocopied Geographic Information Systems freely.However,use in any digital form requires the written 190 E Front Street,Ste.107 permission of Ada County. Boise,ID 83702 Lennon Pointe Subdivision PLAT BOOK PAGE 2023 Sheet 1: Owners Certificate Sheet 2: Agency Approvals and Recording 35 36 W_ USTICK ROAD w1/16th Corner Sheet 3: Plat,Line and Curve Tables 2 1 Corner Record 588°43'02"E W-W 1/64thCorner Corner Record Sheet 4: Plat Notes,Narrative,Record Data 2015-041317 665.57' 2017-120067 Sheet 5: Plat Easements and Notes 3 665.47' Sheet 6: Details ao N45°37'35"E PLS5291 N88°43'02"W 573.51' g' 4g,99' PLS1118 R/W R/W O c O588°43'02"E 253.01'N45°37'35"E S88043'02"E 310.54' - - m 28.34' O �G � O 6 z3 z See Detail'A' 0 50 50 loo This Page SCALE: 1"=50' o N89°16'12"W 79.71' R/W R/W c1 LEGEND z 'v'-AP-AP-AP-AP� W. E B B LESTO N E O R_ Subdivision Boundary Line N88°43'02"W 180.11' AP ry N89°16'12"W 80.00' ry Lot Line w W. PEBBLESTONE LN. - - - Zero Setback Lot Line N (PRIVATE ROAD) �o --AP-AP-AP-AP �" Cy m (PUBLIC ROA D) Section Line ",� ry - - Record BoundaryLine OR ------------ Common Utility asement Line ti z / `p 1 589°16'12"E 80.28'r R/W - - - - - - Storm Drain Easement Line �p 589°58'S7"W 268.87' / .`"-i AP-AP-AP Private Road Easement Line N89°57'15"W 107.63' i u 589°57'15"E 103.77' ------------ Record Easement Line as Noted W. PEBBLESTONE LN. AP-AP b u � (PRIVATE ROAD) O / ni 31 Apr O2 - - R/W R/W Right-of-way Line a m ^ Found Brass Cap AP-AP-AP � -105.941- - 107.08' rn / 30 Found Aluminum Cap O 589°57'15"E 130.56' AP-AP c ® Found 5/8"Rebar o O M 589°57'15"E 93.80' ry ry Found 1 2"Rebar 5 u 105.95' O / O 6 M" $ 107.07' 'n 10 � � " ® Set 5/8"x 24"Rebar,Plastic Cap"PROPERTY CORNER PLS8575" V o I M -120.00'- u m o 2g 8 o d • Set 1/2"x 24"Rebar,Plastic Cap"PROPERTY CORNER PL58575" v z Q o S.So' _1os.o0'- O N �{ N O ^q -2- Set 1/2"x 24"Rebar,Plastic cap"ESMNT PLS8575" Z 105.96' un - 0 ^ N O g $ 11 $ 0 107.07'_ ry 0 ® Theoretical Point Q 120.00' ,^„ '^,� o g N p� 108.00' N 28 N 0 5 0 $ xX Lot Number QLL pi O 3 v o 7 0 0 0 105.97' °o u ry O N 2 L9 Ol P c H O N N Q Q 12 o ry 307.06' 120.00'- 7 if -108.00'- n 0 27 $ 3 MJ ^ Ln V1 , JE.)R- V) Q oO . aw a W- z�P rvNT� c 13 0 3 w o = o + _107.05'120.00' I 108.00' e a o 26 g a oo - °p U LUW Il o o O N89°16'12"W 79.71' W Z oo 14 0 o z . W Z ro O O N / 14 NoO J a v i/o N n `^ 0 107.04' Q a �L _108.00, 25 g N \ ry LuoZ N89°57'15"W 120.00' o 15 o -105.99'- `- N O Z 108.00, 0 24 g Y -07.03'_ _ W_ PEBBLESTON B`00589°53'S6"W dH _ o (PUBLIC ROA18vQ 16.97' I v 106.00' - - -0 16 o �I N O N89°16'12"W 80.00 DETAIL'B' W c V 107.03' `�' O 'v _1os.0o'_ 23 8 d Scale:1"=2' 106.00' o 0 O O o 17 c O Z 10 g 22 g O ry 1o7.Oz' - N89°57'15"W 108.00' '� ry - ' S89°53'S6"W 89°57'15" 106.01, N o 0 ry 11 N89°16'12"W 80.28' I�W 17.00' 29.00' 29.00' 29.00' on PLSll O4 a F g 21 ,r°, • ~ 107.01' �' 1 1.50' 'o� v i0 18 19 20 iD b 2 "" o 40 .� g 5 r- ry $ v n I ^I v N89°57'15"W 91.56'L6 L V~ u 12 112.23'- V�OO O 17 14 o b g \ az AP AP AP � AP_ ^ 13 DETAIL'A' o >a z9.00' 29.00' z9.00' AP �1e Scale:1"=20' cy z o O N89 7'15"W\ 00' C, N89°57'15"W 136.55'SINDON LN. (PRIVATE ROAD) 00 SAP-AP-AP-AP AP,c' SeeDetail'B' 14 z This Page N88°59'01"W DE a AI 5'C' ' 58.00' 58.00' 62.50' u'' v o° "a.� O 14 15 $ 16 8 17 0 14 �p� LANp v 8' 24.98 60.62' J v See Detail'C' \0 1 ifq G o u 157.11' 100.00' J 23.50' 23.50' 11.77' 58.00' 39.73' 18.27' 63.30' S0. 'f This Page m v (h 10'Witness Corner PLS1118 O 5/8"Rebar '.°0. / N88°59'01"W 590.78 o PL511463 1'Witness Corner Z CREASON CREEK o_ a 5/8"Rebar a 5 5 PAGE 3 OF 6 6o O SUBDIVISION No. 2 PLS11463 ,Aa4/xs72o2so mo N 9T F Opp H Av/1 H 680#2B S.Progress Avenue 0MMeridian, ID 83642 a.o 2 1 Corner Rec 108044955 ord engineering (208) 342-7957 ss Street Name Evaluation Response Sheet Subd►v►Sion/Jurisdkt►on: Lennon Pointe Sub Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif No Response/Defer 3 ACHD No Response/Defer 4 Ada County Development Services Approved As Reviewed 5 Fire Approved As Reviewed 6 City of Meridian No Response/Defer 7 No Response/Defer 8 No Response/Defer 9 No Response/Defer ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: June 14, 2023 Final Plat RX Project Name: Lennon Pointe Sub T/R/S 3N1W01 Parcel Number(s): S1201223115 Project/Plat Applicant: HMH Engineering Phone No: 208-884-1048 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT W USTICK RD N LINDER RD v v v v o v U 3 v a c o Proposed Street Names: u Q o V) m Comments 1 W PEBBLE STONE DR X W PEBBLE STONE LN (PRIVATE 2 ROAD) X 3 NW 1STH LN (PRIVATE ROAD) X 4 W SINDON LN (PRIVATE ROAD) X S N ZION PARK AVE X 6 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 A r 11- i ::g Winds -VVT � ! W Apple Pine Street p-i I ept Drive ; WA w!,y; m �- W Woodohest -_ Z-- -W I 'c Str ---- n --- --- -- --a) --- ----------- -------------- - - - - - - ------ --- �W woo -- - - ddhi 3 > r r Street-- a) lz r o� reet -> r o = Me Dri = Q' c ¢ o o_c o Woo p W Wd pine \�0 3 zQ � zUQ r as Z �j a,LStreet W�Woodpine Street m ¢ ' Z YTm r U) z, r r > -�' ' a W_Tre z Q r W N W'Crosswind ° � stie Drive W Crosswind r Cross c ; Street-)T m'-a=i W3 Street � ` Drive-Z r z¢> __ W Homestake a W v ; - - >-� Homestake---t- - - - - -- -- --- -i- WfG�a = > Daft, L_c L Street �� r h z > Street > .r Z.Q .ranch Z Q � - Q1 � � � r � r z r r Drive r Z ` r z r co TOLSantiago ' Street) r r r r r 0 r r r r r r r r r t-a) r r p r r r r r r +> r r z r r ' W Ust!ck Road r r r r r r r r r r r T •Pebblestone.Street ' W Pebblestone r Drivel W'Pebblestone Street r ( 1 a, I r r r 0 r r r Ore ' ' c N E , Qa��St r l� i r c ICU I (ti r r (i = r r r > r `j WParkstone Street ;° � m'> 00 ; - r r a) r LC¢ Z r Z r \s ��• z r r > r I r -- -- -- - - - -- -- -- %--- - ?9-- -- ------ ------1---- ---- o t-- --- ---- z-aIN Par Street � W Whitestorie W Whitestone a� Street Court oL� m z tN Z r p.`_j L > Cre TU�bi '� N,(0 a Q> W Stanhope Street akp`;t e� T Z a Q W Tumble—� CID e m ,` Creek•Drive-z r r r C: r r r = a) 2 W Tumble Creek Drive W1 z > Q m ' Q L r r r ID r r > r W - Lowry o W Lowry r ¢ z Street ck W- Lowry•Street Street 1 °' W.Low tr Z r r tJ Low Street rnl ry_Seet r r r 'tp r r r � r r r t r r r LL r Z r r r N< , r r r r r r Ffeid �stream•Drive I I I I H, VV Jc- laire•DriveL z W.Claire.Street '3 M so��e� _ cq' -i----------------- °' i- rd r 2 \t mL_N Oar no e /C' 4?� W Shortr/idge g° z fn Q ~'�e^a6 w, COco W Woodbury Gj �G ��•N COU�I Zi z (Drive Q� iL This map is made from data copyrighted by Ada County. ADA COUNTY ASSESSSOR Ada County shall not be liable for inaccuracies or misuse of Land Records Division this map.Maps bearing this disclaimer may be photocopied Geographic Information Systems freely.However,use in any digital form requires the written 190 E Front Street,Ste.107 permission of Ada County. Boise,ID 83702 Lennon Pointe Subdivision PLAT BOOK PAGE 2023 Sheet 1: Owners Certificate Sheet 2: Agency Approvals and Recording 35 36 W_ USTICK ROAD w1/16th Corner Sheet 3: Plat,Line and Curve Tables 2 1 Corner Record 588°43'02"E W-W 1/64thCorner Corner Record Sheet 4: Plat Notes,Narrative,Record Data 2015-041317 665.57' 2017-120067 Sheet 5: Plat Easements and Notes 3 665.47' Sheet 6: Details ao N45°37'35"E PLS5291 N88°43'02"W 573.51' g' 4g,99' PLS1118 R/W R/W O c O588°43'02"E 253.01'N45°37'35"E S88043'02"E 310.54' - - m 28.34' O �G � O 6 z3 z See Detail'A' 0 50 50 loo This Page SCALE: 1"=50' o N89°16'12"W 79.71' R/W R/W c1 LEGEND z 'v'-AP-AP-AP-AP� W. E B B LESTO N E O R_ Subdivision Boundary Line N88°43'02"W 180.11' AP ry N89°16'12"W 80.00' ry Lot Line w W. PEBBLESTONE LN. - - - Zero Setback Lot Line N (PRIVATE ROAD) �o --AP-AP-AP-AP �" Cy m (PUBLIC ROA D) Section Line ",� ry - - Record BoundaryLine OR ------------ Common Utility asement Line ti z / `p 1 589°16'12"E 80.28'r R/W - - - - - - Storm Drain Easement Line �p 589°58'S7"W 268.87' / .`"-i AP-AP-AP Private Road Easement Line N89°57'15"W 107.63' i u 589°57'15"E 103.77' ------------ Record Easement Line as Noted W. PEBBLESTONE LN. AP-AP b u � (PRIVATE ROAD) O / ni 31 Apr O2 - - R/W R/W Right-of-way Line a m ^ Found Brass Cap AP-AP-AP � -105.941- - 107.08' rn / 30 Found Aluminum Cap O 589°57'15"E 130.56' AP-AP c ® Found 5/8"Rebar o O M 589°57'15"E 93.80' ry ry Found 1 2"Rebar 5 u 105.95' O / O 6 M" $ 107.07' 'n 10 � � " ® Set 5/8"x 24"Rebar,Plastic Cap"PROPERTY CORNER PLS8575" V o I M -120.00'- u m o 2g 8 o d • Set 1/2"x 24"Rebar,Plastic Cap"PROPERTY CORNER PL58575" v z Q o S.So' _1os.o0'- O N �{ N O ^q -2- Set 1/2"x 24"Rebar,Plastic cap"ESMNT PLS8575" Z 105.96' un - 0 ^ N O g $ 11 $ 0 107.07'_ ry 0 ® Theoretical Point Q 120.00' ,^„ '^,� o g N p� 108.00' N 28 N 0 5 0 $ xX Lot Number QLL pi O 3 v o 7 0 0 0 105.97' °o u ry O N 2 L9 Ol P c H O N N Q Q 12 o ry 307.06' 120.00'- 7 if -108.00'- n 0 27 $ 3 MJ ^ Ln V1 , JE.)R- V) Q oO . aw a W- z�P rvNT� c 13 0 3 w o = o + _107.05'120.00' I 108.00' e a o 26 g a oo - °p U LUW Il o o O N89°16'12"W 79.71' W Z oo 14 0 o z . W Z ro O O N / 14 NoO J a v i/o N n `^ 0 107.04' Q a �L _108.00, 25 g N \ ry LuoZ N89°57'15"W 120.00' o 15 o -105.99'- `- N O Z 108.00, 0 24 g Y -07.03'_ _ W_ PEBBLESTON B`00589°53'S6"W dH _ o (PUBLIC ROA18vQ 16.97' I v 106.00' - - -0 16 o �I N O N89°16'12"W 80.00 DETAIL'B' W c V 107.03' `�' O 'v _1os.0o'_ 23 8 d Scale:1"=2' 106.00' o 0 O O o 17 c O Z 10 g 22 g O ry 1o7.Oz' - N89°57'15"W 108.00' '� ry - ' S89°53'S6"W 89°57'15" 106.01, N o 0 ry 11 N89°16'12"W 80.28' I�W 17.00' 29.00' 29.00' 29.00' on PLSll O4 a F g 21 ,r°, • ~ 107.01' �' 1 1.50' 'o� v i0 18 19 20 iD b 2 "" o 40 .� g 5 r- ry $ v n I ^I v N89°57'15"W 91.56'L6 L V~ u 12 112.23'- V�OO O 17 14 o b g \ az AP AP AP � AP_ ^ 13 DETAIL'A' o >a z9.00' 29.00' z9.00' AP �1e Scale:1"=20' cy z o O N89 7'15"W\ 00' C, N89°57'15"W 136.55'SINDON LN. (PRIVATE ROAD) 00 SAP-AP-AP-AP AP,c' SeeDetail'B' 14 z This Page N88°59'01"W DE a AI 5'C' ' 58.00' 58.00' 62.50' u'' v o° "a.� O 14 15 $ 16 8 17 0 14 �p� LANp v 8' 24.98 60.62' J v See Detail'C' \0 1 ifq G o u 157.11' 100.00' J 23.50' 23.50' 11.77' 58.00' 39.73' 18.27' 63.30' S0. 'f This Page m v (h 10'Witness Corner PLS1118 O 5/8"Rebar '.°0. / N88°59'01"W 590.78 o PL511463 1'Witness Corner Z CREASON CREEK o_ a 5/8"Rebar a 5 5 PAGE 3 OF 6 6o O SUBDIVISION No. 2 PLS11463 ,Aa4/xs72o2so mo N 9T F Opp H Av/1 H 680#2B S.Progress Avenue 0MMeridian, ID 83642 a.o 2 1 Corner Rec 108044955 ord engineering (208) 342-7957 ss Street Name Evaluation Response Sheet Subd►v►Sion/Jurisdkt►on: Lennon Pointe Sub Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif No Response/Defer 3 ACHD No Response/Defer 4 Ada County Development Services Approved As Reviewed 5 Fire Approved As Reviewed 6 City of Meridian No Response/Defer 7 No Response/Defer 8 No Response/Defer 9 No Response/Defer ADA COUNTY STREET NAME REVIEW Preliminary Plat eX Review Date: April 12, 2023 Final Plat Project Name: Lennon Pointe Sub T/R/S 3N1W01 Parcel Number(s): S1201223115 Project/Plat Applicant: HMH Engineering Phone No: 208-884-1048 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT W USTICK RD N LINDER RD v v v v o v U 3 v a g o Proposed Street Names: u Q o V) m Comments LENNON POINTE DR (PRIVATE Need to use Ln as post-type since this is private.Aligns w/ 1 ROAD) B E Pebblestone.Change to W Pebblestone Ln(Private) 2 W PEBBLE STONE DR X E Correct to one word.Change to W Pebblestone Dr. 3 SINDON LANE (PRIVATE ROAD) B Use Ln.Aligns w/NW 15th St.Change to NW 15th Ln(Private) 4 N ZION PARK AVE X 5 E/W UNNAME SEGMENT E Needs a new unique name.Use W and Ln(Private) 6 7 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace LENNON POINTE DR (PRIVATE ROAD) with W PEBBLESTONE LN (PRIVATE) Replace W PEBBLE STONE DR with W PEBBLESTONE DR Replace SINDON LANE (PRIVATE ROAD)with NW 15TH LN (PRIVATE) Add a NEW UNIQUE NAME to unnamed E/W segment NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other Page 1 of 2 The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 2 of 2 o-- WAshby.Drive Te 1 1 C-c duo W Windswept , 1 1 Q >4 W Apple ' I Z¢ Pine.Street m a) , lti• qI i ' dsWept D i s z Q_ W Apple ' _7dach• rive Si W- ' IPine' 7�eO a) ay Z S°pachest " > 'Street ________r___________ _____ ___ ____ ripe o c' -- --¢ -- - W_Woodchest,Street r— L— r eetF- m-�:� r------------- NP Z +j < �1 1 C�W.Woodpine y�� _� V QW_W�oodpine111St�eetl� > ; 1 �Z m 1 WW 1WCrosswlnd 1 1 1 �e ' Zi W CroSSWl11d ; Z_Q v� Cross'- , , , m , Q wind ,l�Street c 1 __ —Street W Homestake \ w_a�. Drive ' DWfnd�3-- + ' 1. Z W;Homestake__ c Z o ----� ''-'S ; ---a m -- -'-- --'--- , -- Street• L:� Stre'et �.> r_____ ____________ ___r___ ____-� ____ nch 1 > tre �L -� Q 1 1 1 �r/V z" et c m O z ' ' Z¢ Z'>� A �Q OTA A T Q. Z. O O ' ' W'Ustick'Road 1 ' ______z _ _ _____________ ______ —r __________ _ Z __ ----______ _______ ____________ _ ____ 1 1 1 1 1 1 1 1 1 1 ' ' ; W Pebble , W Pebblestone 1 W P_ebblestone.Street , Drive 1 Street ' 1 1 1 BCD "n pI, SNP , W.Parkstone.street �. �; �' m' c'°'' Gou`� _ >� 1D.to o� W Parkstone m --- -- -' -- -- ' - -- -- -- -- - - , �s - ----- -----T-- --- ---- ��-- --- --- ---- ��._ _��....�Street ' -- a ' W1Whitestone W'White'stone 3� ' �� z ' M Ni ( IA �� W 1 StrIN eet Court �0 1 1 c I I I i F �T(/� './b/e Cr ' 1 z r' a) eekDriv a > W Tumble ¢ 'WStanhope Street Q J e m to ' ' r yT_ C`ae I Creek�Drive 7- S/gee k w- 1 Z- --� -- -- -- - W}Tumble.Creek DriE v� - - - T - - - --- T-- --- Z-- --- ---- r------------- rn 1 -------- --W LoWr1 1 z¢ -Q 1�W� I�Sedgewick 3 1 ' z z I�LSt�eet WI Lowry.Street• I W.Low Street gtreet :11 I 3 rY ; WALowry.Street N z 1 ! , WLowry.Stree` t TI _c W Claire c A Zj, W Fieldstr� w ; StreetLQ _ eam.Drive W_Claire.Drive ' z� W_Claire_Street ---------------- ON , 1 Z ' , Oof i Q � .CZ�>� 1 7 �� ' Q! r � , 1 1 W,c'' c'to c c , �� > 3 indiagc o R m"c�o rp i<` w _8 �.3 O.� , a,> Q p cn z ¢; � WWoo ua Str dbUry Driv 1 1 Z nve �— �O (D ' Tuitle,Creek W- 1 ,'D -- -; - •----------=--- h�� Z 3-> -;>� W Woodbury,Drive -, - 1 1 Cre l ate+ � �`e aty �. m > Raincrest, � 1 � � rjLICreekbury � a) .00rn� elw Qy ; z �Z_¢ �GO ul`14V li 1 rZ Street This map is made from data copyrighted by Ada County. ADA COUNTY ASSESSSOR Ada County shall not be liable for inaccuracies or misuse of Land Records Division this map.Maps bearing this disclaimer may be photocopied Geographic Information Systems 1 inch = 800 feet freely.However,use in any digital form requires the written 190 E Front Street,Ste.107 permission of Ada County. Boise,ID 83702 Lennon Pointe Subdivision PLAT BOOK PAGE 2023 35 36 W. US ROAD W1/16th Corner 2 1 Corner Record W-W 1/64th Corner Corner Record2017-120067 2015-041317 O N89"58'57"E 144.56' O PLS5291 AP—AP—AP—AP PLS1118 S89"58'S7"W 589"58'S7"W OO R/W R/W 24.83' a 33.31' m S39.10.151 I oN 64 N O ^ �12.67' a 3 \ MI O 1 ma a WZ LU o so so 10o 'i a- O W I N O SCALE: 1"=50' "a See Detail'G' r z Ww I� 588°43'02'E 123.26' �Page6 C13 R/W RAW- See Sheet 3 for Legend I Zo A4—� `w AP—AP-��qP W. PEBBLE STONE UR. I 0.0 z See Detail'D'---- KELLOG DRAIN EASEMENT x LENNON POINTE DRIVE I Z Page PRIVATE ROAD a AP—AP— ) �W AP�p, / (PUBLIC ROAD) ZQ / vQ� O S88°43'02"E 91.08' I Z7 " CD /<+ R/W R/W- JX 3 N89"58'S7"E 144.56' C .y� L / O a d _a 27_589"57'15"E 68.36' LENNON POINTE DRIVE AP AP e (PRIVATE ROAD) O / 31 O 2 AP—AP—AP Cy p AP 4p�4<93 O 4 1 III N89"58'57"E 107.32' /1G14' _O �A SAP g3.4q� C,1'' e O AP�AP 30 Y O a a. G19—L3 O3 O 1 a `rO " Ay LEN N NON POINTER DR. a u Q O 2- (PRIVATE ROAD h Q of _py Owl EASEMENT) `y /(/O1 L8 �-AP 2P a / 4� �y c00 o w� e O 12 u 0] () b o $ W PQ O Q Z LU g , O � v 7 p 31 z z o� O Q 14 25 W O O W u DETAIL 'G' UScale:1"=20' Q O 16 < N17 O 22 Z 10 z NY \AF—A DETAIL'F' 9" Scale:1"=20' O $ry = v1 a o? 18 19 20 21 z - 3 3 f ♦I9 I I 12 — � APr APr AP P 13 - qq r 589"57'15"E 100.37' -AP / ti 1 13 z .1. S89'57'15"E 100.14' a o O O�p� LAND ----*P—AP—AP -AP AYgz Gry 14 a C27 \ TE/j . G 2 - O ' - LENNON POINTER DRIVE a b (PRIVATE ROAD 23 c, 14 15 16 17 14 z EASEMENT) 'fONgTar OF _ 4/a M.No >E 10'Witness Corner PLS1118 a 5/8"Rebar 0 3 PL511463 0 " 1'Witness Corner o PAGE 4 OF 6 5/8 CREASON CREEK a a: z "Reh-r a 2 a� SUBDIVISION No. 2 a o PL511463 680#2B S.Progress Avenue HNIH�o I 0 Meridian, ID 83642 Corner Record 0 2 2 1 108044955 DETAIL TY engineering (208) 342-7957 B p Scale:1"=10' Street Name Evaluation Response Sheet Subd►v►sion/Jurisd►Ct►on: Lennon Pointe Sub/Meridian Representatives: Comments 1 Ada County Assessor Approved with Comments Agree w/continuing Pebblestone all the way through to avoid N/N pre-directional 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer 4 Ada County Development Services Approved with Comments To avoid a N/N intersection at N Linder Rd I suggest allowing W Pebblestone Ln to continue thru the gooseneck 5 Meridian Fire Approved As Reviewed 6 City of Meridian Approved As Reviewed 7 No Response/Defer 8 No Response/Defer 9 No Response/Defer