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PZ - Preliminary Plat M E - €�I N89°11'05"W 2655.63' CID BASIS of BEARING - I PRELIMINARY PLAT FOR ., a 00 ") - - - - - - - - C� 6 0) MILE HIGH PINES SUBDIVISION ,= Z F _C� R-15 ZONE - UPLATTED 0 3 OR 4 LANE i PINE Q A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 10 Z ST LEG PER TOWNSHIP 3 NORTH, RANGE 1 PEST, BOISE MERIDIAN = � - - - -I- - - - - - - - ,a 25' ROW DEDICATION FOR PINE AVE. FROM VIPER ACHD REPORT N MERIDIAN, ADA COUNTY, IDAHO .- a ----- -------- E 2020 ___- -��INVESTMENTS LLC. SEE DEVELOPMENT AGREEMENT NO_ _ •� _ • E I N - -------------------------- - 1716.13 EG E�=� - ,=��z=S89�105 E 876.48 ==== ----= ---_ =-________-_-__--_-_-_ ---- -------- a-��i Z o C 4 E G E.G.S3 E.G. --------- - - _-==-__ ----- -----1� I � w N --------- - Rw�- W W. PINE AVE., - - , � , � IW E.G. / N -25' ROW DEDICATION FOR PINE AVE. - - - � - _- - \ s :=T-s >: s s � s ss � - - - - - - TOE- - - - - - - E. .TOP7 3 G. E.G. E.G. E.G. E.c RODS PARKSIDE C'3 ai / Y / \ CREEK NO. 2 Z Lu co / I W a k�\ \ TIBURON Ji :.. / 1 L� MEADOWS �_ w iF - �I m RODS PARKSIDE RODS PARKSIDE HAVEN 0 CREEK N0. 4 C� W CHISEL CREEK N0. 1 t� COVE � m PI PI R-n I„X" \ CONCRETE, � III ELEV=2566.98' S�ONAL FN _�, WATER & SEWER I ( / 3 I I \ �\ \ --- IIIII II FULLER PARK WOODSIDE FRCHAPARRAL F EASEMENT, TYP. L „ I - - / I I I 1 r jZT (rN �I � I ELEMENTARY 1 I �II ° I SCHOOL�' � \ � / I \ 4 IIS I G ii I 3 ITHUNDER U / BERKELEY HAVEN w �� ; 11 I " „ L CREEK \ �o OBE e \ I s \ 6' --- - / 1 \ I I SQUARE e COVE 9T oP \ Q11 � I I " / I I I \ ii N W I �i - - - - y`� p� F O F \��. 1 I III Rb I 1 I II A 1 \ )PO ED II IIII i' m J A _ - A 11 I II I p MOSHERS FARM m s 0 �® / _ „ � s 10 1 � I , III z PROJECT SOMMERSBY `�' m - - \ / 1 PRIVATE LOAD r " \ 11 / I I I J iu N �� CHECKED BY: _ - � \ "' � , - - 1 � \ 1 � \ ; q;l; � � IIII I a � TEN o N0. 2 LYNDHURST DAVID A. BAILEY P.E. w PRIVATE ROAD - --- - - / \ EASEMENT TYP. \ I ' 1 III 1 III 0 DRAWN BY: / \ 11 II u I I CREEKSTONE SITE PARK GROVE KELSEE DAB/BEB I / / / �� �� O,� - z�s' I IIII I ii IIII PARK w \ EASEMENT, TYP. 0� � _ _ �, / a� \ I I_ - 111 ® - - 0/ / / - - -� III v vtee ----��Q / �W ��� I u W. PINE AVE. w cv w � _ � I---- -T-- ---- - �I IIII I u I IIII so & • s CS �- w w. L w / / I IIIII o � s� - w w- 127 w -w - w w - w - w�TLETON w (P - -I w-464N - w / w w w� �� � - - _ I I IIII THE CIA B Y \ _ ; IIII I TEN COMMONS \ II I ° o III CHESTERFlELD PINE COURTYARDS N0. 1 \\� ea�, s s s s s s s s s J s s s I /i� \\ \ - I I - � - - - ---- -- 3 --- - ---- ------- ® - 5 ------- - so ��\ 1 \ $ • � � N0. 4 - PARK AT TEN o -�- � �` / � � ' iii II III I � MILE \ N / ' w C- C ��� EIiiiWAT . I ER & SEWER NO. 3 A UNPLATTED I-3 / Ili 3 N III ' ` LLJLjj z " > / I a EASEMENT, TYP. ' � I � 1 �pl _ _ '_ _IJ _ _ _ _ _ S � %� ui i 3 / 0.76 acres ', /� 1 1 1 , , s N I \ \ ( CLOSE' ° I' RAILROAD RAILROAD Q „ I + o „I APPROACH III - - ' 1 I I \� w // '� PER 1 j � I/ II � � I i UNPLATTED UNPLATTED s TER & SEWER 3 „ �3 ACHD uMBRIA w w EASEMENT, TYP. I � „ I / Ia 0 1 ILI O I - O_ I II I ii - 1 N s I I o �Q „ 2.36 acres L / BLOCK 1 VICINITY MAP CIwwo /III 1 =500 192' I Quo II LLJ I III ' � O II / v / 3 o z I u \ \ / I I I LLJ 30' / \ ^ , \ \ 10.44 acres \ `� ill a • \ - - - - PRIVATE ROAD \- - - - I � � I Y I I I ll NOTES: L \ �4 EASEMENT, TYP. LI_I I ° \ J EL '�• 9 \ \ \ � - - - - � 6 I II � I I II 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. U, PIII I N 1 w I I 13 iu I 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. J ,� / • BLOCK 1 O I\ �� I Io \ \ , REFERENCE FIRM PANEL 16001 CO231 J REVISED JUNE 19, 2020 \ 0 N RIGHT I "' � III I / \�'� / / \\ • \ ' / / ` \ \\ © TURN iii Z II I iii 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET o LIGHTS IRRIGATION AND LOT DRAINAGE OVER THE 10 TEN FEET ADJACENT TO 0.77 acres LANE II 1 I (TEN) 41 ?�4. III III ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC O7,\ PER °II I Io iii li UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO \� ii I II THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) ° �63 ACHD I I III \ S \ / ` \� iii I I u V FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANYR - 1 5 O N E ° O - _ _ LOT LINE NOT ADJACENT TO A PUBLIC STREET. N �'� � • lii I iii a� 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. L`' 9 � _ _ - • , �y III III II III I 9 \ \ \ • \��\ I ' Z :t WATER II 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL 0 = g // • a`\\\ 1 Ilo III LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA o / \ \ ` • \ EASEMENT III �/� `G MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. 0 N PRIVATE ROAD //�P ///� \ \ ` zCD \9 EASEMENT, TYP. , \ \ 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION ao g Nwo I FACILITIES AS APPROVED BY ACHD. o N a w q /�\ /�P5 \ • \ \ / - - - - ' - - - - \ " s \� "C'"- w w w � � - ' o vJ� N p n g \ \ \ (PUB C CRO S ,,, 7. LOT 1, BLOCK 1 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY BARON > C' � z _ _- _-_ PROPERTIES LLC OR ITS ASSIGNS. w d a C ACCESS 0 0 _ �-� z \ /\ NL 9 �_\p / � ' ) ao HAVE DIRECT T N AVENUE OR T I ROAD. / , \ 4- / \ = I 8 NO LOTS SHALL E ECT ACCESS 0 PI E E E EN M LE RO DLEGEND / / \ • / - \ o _ - - - - %- g / \ � I I iyl Z f1 RIGHT-OF-WAY LINE / / \� ` I I k / /// \ • \ „ I � I J111 I Ia / LOT LINE - - - ROAD CENTERLINE ��j, \ \\ I iii °I \\ ZONING OWNERS �' \ - - / \ / _ - _ \ s o 3 iii I IIII 1 I EXISTING-RUT BARON TEN MILE LLCj j -------------------- EASEMENT - l I Imo' \ \ \ \ \ \ WATER & SEWER I I °i III III iuI /I PROPOSED- R-15 AND C-C 1401 17TH ST STE 700 -- ---- ---- UTILITY EASEMENT 6cS g \ \ \ \ / \ \ � _ - - _ / EASEMENT, TYP. ! „I "'� f� DENVERC0. 80202 o , � - • 1 3I I I ,I, I I i SEWAGE DISPOSAL PRIVATE ROAD EASEMENT \� / Q� I I iil II MERIDIAN CITY SEWER DEVELOPER Ld � II!I Ili BARON PROPERTIES LLC V EXISTING CONTOUR 'p ��� �� / \ s ` �V / - - „� _ I vw) 4 I \ l 1401 17TH ST STE 700 w / \ I� I WATER SUPPLY DENVER CO. 80202 I ' I 9 \ - - / / I MERIDIAN CITY WATER 1� (� LOT NUMBER p �5 \�/ \\\� l N w I I � o I I mm \ � w I W _ 6,500sf LOT AREA �� \ I z I I i \ Q o / ;�; I ; ENGINEER BLOCK 7 BLOCK NUMBER \ g / O / \ " � - _ „ > I z \ I I CITY O \ v � / w � I I I DAVID A. BAILEY, P.E. G \ �j � I I I ai o I 3 \ ii I I MERIDIAN CITY BAILEY ENGINEERING, INC. W. ASHTON DR. STREET NAME .O /�\ \ \ I � Iu I 1119 E. STATE ST., SUITE 210 <y / WATER & SEWER - w W -w _ w w _ w _ w w „' I z III z SCHOOL DISTRICT EAGLE, ID 83616 \\ S 250' - - -�3 p WEST ADA 938-0013 EASEMENT TYP. s W. NEWLAND LN. PRIVATE ( ' SURVEY LEGEND - -------------�--------- -- ( Iv PLANNER/CONTACT \, - „ > I \ I I I FIRE DISTRICT g �3 I fi iii iii \U MERIDIAN KENT BROWN Z ( ul I \ h I KENT BROWN PLANNING FOUND ALUMINUM CAP I I �oI / \. i Q I I I I� I SERVICES PRIVATE ROAD /� I „ D- I 71 �I IRRIGATION DISTRICT 3161 E SPRINGWOOD DR ® FOUND 5/8" IRON PIN g EASEMENT, TYP. / , PRIVATE ROAD NAMPA MERIDIAN IRRIGATION z ® SET 5 8 IRON PIN � !v1 � � � i Z / \ III �I I DISTRICT MERIDIAN, ID 83642 „ q \ � � EASEMENT, TYP. I I IIII � I i 208 871-6842 - / IIr CALCULATED POINT v - - /��� �!�\ � � 3 I , � I III I iii �/ / I I / � I I III I� PROPERTY BOUNDARY LINEjl --- - -- SECTION LINE Parcel Table g /Q\� /� WATER & SEWER Lot Area Descri tio� �� / > EASEMENT, TYP. ✓ I \ Curve Table P _ I I ai x _ _ _ JW� I I IRR IRR � - -- - - �� # 9 BLOCK 1 Lot 1 OPEN 1.00 Acres BUFFER R PI IRR RR RR RIRIRR - - - - - - - - Curve Radius Len th RR RR ,R„ _ __ _ RR R IRR PI PI IRR- I / C1 100.00 65.82 BLOCK 1 Lot 2 10.44 Acres RESIDENTIAL L$ 7 2 - - q -= �"` -p_ =- �_ _ N88'29'39"W 480.42' ®��---i-- p I C2 100.00 65.91 BLOCK 1 Lot 3 2.36 Acres PROJECT COMMERCIAL AND CLUBHOUSE 1 �II IR II Iil C3 80.00 55.04 / q FN LS 82 PIN li ii / III ° Io I BLOCK 1 Lot 4 0.62 Acres NON PROJECT COMMERCIAL / 0. 0 RfHWEST J C4 100.00 68.80 , - - I \ i�i V C5 50.00 27.43 BLOCK 1 Lot 5 0.76 Acres NON PROJECT COMMERCIAL C6 100.00 59.09 BLOCK 1 Lot 6 0.77 Acres NON PROJECT COMMERCIAL / // _ _TOE - - - TOE- - V III I�I I III �\ C7 50.00 40.18 TOE TOE _ - -_-__ - - TOP - -- - - - - - - - - - - _ - - - - _ TOE-TOE TBM - CHISEL /X \ -T0 - - - - - - - - - TOP - - - - - - - - / III 1 _ _roP- _ roP - - - - ���� - _ IN CONCRETE, _ _ _ _ _ _ _ _ _ - - _ - - - - - - - _ _ _ ELEV=2571.95' \III \ C8 50.00 37.76 _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP� � cs 100.00 31.60 LINE TABLE _ __-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � II II �I DATE: TOO E - - - - _ _ - _ _ - _ _ _ C10 100.00 31.60 TOE - - -TOE - - - -- -- -- �E- TOE - - - TOE _ - - _ ,�- IIII I II �I : PROJECT: _ _ _ I iii \ ° 10-21-2020 TOE C2019-023 LINE # LENGTH DIRECTION -_ - - - - _OREGON SHORT LINE RR I II ii - II 40 0 20 40 80 ------------------------- I _ _ SHEET C11 61.50 42.31 ---- III -_-______--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ __ 3 -�' I I I I I I I I I I I I I I 1 I I I I I I I I I . . . . . - --1 C12 118.50 77.42 L1 20.00 SO°48 55 W - -- -- - - iiiiiiiiiiiiiiiiiii - c13 118.50 3.88 -- SCALE IN FEET L2 21.21' S44°09'34"E 1 = 40' xpp . 11