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HomeMy WebLinkAbout2023-12-19 PP Revised o PRELIMINARY PLAT FOR o t Curve Table Q � ._ FARMSTONE CROSSING SUBDIVISION - N C S..9I S.10 Curve # Radius Length Chord Bearing Delta Parcel Table = � w � A PORTION OF THE NW 1/4 SW 1/4 OF SECTION 15 S.16 S.15 C1 200.00 51.65 51.51 S17'53'09"E 14'47'47" Lot Area Perimeter Type ■� z ~ TTOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIANCp z + I c2 200.00 2s.51 25.4s s21'37'48"E 7'18'29" BLOCK 1 Lot 1 68989 1253 INDUSTRIAL FLEX SPACE CITY OF MERIDIAN, ADA COUNTY, IDAHO Z I I C3 200.00 65.64 65.35 S08'34'25"E 18*48'17" 2023 I I BLOCK 1 Lot 2 41966 822 INDUSTRIAL FLEX SPACE ■� I C4 180.00 50.65 50.48 N08'50'44"E 16'07'17" BLOCK 1 Lot 4 165654 1654 INDUSTRIAL FLEX SPACE _ CD I C5 180.00 32.19 32.15 N22'01'46"E 1014'47" W z o C6 50.00 78.54 70.71 S44'14'43"E 90'00'00" BLOCK 1 Lot 5 579570 3287 WAREHOUSE - - W yj Uj C7 472.81 139.57 139.06 N83'46'33"E 16'54'48" BLOCK 1 Lot 6 136625 1545 INDUSTRIAL FLEX SPACE z C8 180.00 82.93 82.20 N13'57'13"E 26'23'53" Z pi M BLOCK 1 Lot 7 107823 1434 INDUSTRIAL FLEX SPACE _ z � II I I C9 180.00 59.32 59.06 00 N10'11'47"E 18'53'00" BLOCK 1 LOT 3 60052 986 COMMON LOT PLAZA _j U C10 574.50 44.41 44.39 N81'43'36"E 4'25'43" Uj s"ss ' I ( C11 472.81 1.70 1.70 N75'12'59"E 0'12'20" V � w I I C12 191.00 19.70 N76'33'22"E 5'54'46" LOCAL STREET CONNECTION s F� h C13 574.50 68.31 68.27 N87'20'50"E 6'48'45" TO PROPOSED A VA N I SUB TONAL rn I C14 180.00 3.26 3.26 N19'07'11"E 1'02'12" G\sTER C/�F O F r C15 180.00 56.07 55.84 N09'40'41"E 17'50'48" Q� N O �� C16 100.00 32.69 32.54 N81'23'18"E 18'43'42" N > I ICU I I C17 100.00 32.82 32.67 N81'25'35"E 18-48'17" F \� O F D A.8 ' 1322. 90' Q I Y VANGUARD ROSSING CHECKED BY: 440. 25 �2 7 9. 7 5 AP MENTS I DAVID A. BAILEY P.E. I +I I 602. 87 DRAWN BY: � I m DES ----- --- 9*1 '43" -- _ _ -- - C) ---------- 1�4 4 0 _ - - - -- - - _ - - - - - - - - _ - o Q- - - - - - - - - - - - - -- -- -- -- -- - - - - _ _ _ _ _ - w O - - - "'- - - - - J �ww ww eP - - C - VANGU D IND 11 1 I I - � - I - _ _ -� 1` o I cO - PIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIP PIPIPIPIPIP IPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP P I I- O r I I \ \P\P\\ \\ C18 _ co O RW RW _ / PIPIPIPIPIPI '7 �IPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPI PIPIP P\P \ P �I P P P P P P P P P P PIPIPIPIPIPIPIPIP \ I I I I I I � I I I I I I I I I I I I I I I I I �� \ 1 P\P \ \ P \ Ij PiPIPIPIPIPMp P\\P \ P ---- P ---- _ PHASE 1 - P P P-T-P-- I 1 I I $- - - - - - - - 17 P\P -P ---T--- P L_ --- - -- _ 8 I I I M iNi i i i i i \� i i i \\ \\P\\P\\P \ \ ry --P- I I © _P- P P I P IP -------- P / I I ; P P P P I P I P I P I P P P P PIPIPIPIPIPIPIPIP P \ __P_ 136,625 sf --- N --P-1-P-- I „ - 1 I M I� P P �� 71 I I I I I I I I I P I � - -- o I W -- - BUILDING .� P-- _ - �. L_ P ---- P P ---- ---_ P I N P P ---- ---- I - ---- -- I I I I P --- P --P_ P --P= - - - ---- -P- ----rt---- --P- 1 1 I I P P 47 8 0 S f P --P-T-P-- I P P =-P- 1 I I Z %, ---- ' I ---- _P I P I ---- r- o P IBUILDING1 - -P P _ _ _ _ _ I = I P ---- I I P --P_ -P-1-2 P _ P I 25. ---- I I I N P P r-� r-� r-� r-� r-� r-� r-� r-� r-� P- 2 -P-1-P-- - r I I ---- I I I I I I I I - I I I I I I I I I I _-__ --P-L-P _--- L_ I - p- 68,989 sf P P PIPI ��\� iPiP PiP Pip Pip P --P-T-p-- I --p- 1 I280 --- I I P P ---- 165,654 sf `~ -P-- 11 21 , sf VA00I P I _-P_ VICINITY MAP 502' P __P_ 1 = 300 P _ i 1 1 P N --P- I --P- P r 0 L- I 11 1 1 P PiPiPiP PIP PIP PIP PIP P P P I --P- r_, r_, r_, r_, - P - -P-- I ;- r 60' PLAN SHEET INDEX I I I I I I I I I I I I I I I I I I I I e I I I I I I I I I W - P ---- --- _P-- _-P- L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J P P P I P P I I -P-- --_- ---- --P-T-P-- ---- o Q N' _� -P-- --P- I I -P-- --P_ -p I P P --P- _ _ ___ SHEET DESCRIPTION o P P I --P- P -* P I I _P__ --P-1-P-- --P- P ---- -- P _-P_L-P-- I -_ r- I --_- P P- 1 -P R E LI M I NARY PLAT, INDEX, VICINITY MAP, S89'1258'Nt160.09' BUILDING 2 ---- _-P_ BUILDING 4 I p _P-1-P-- , �. I P -_ L- I NOTES P P P P I P �����„ o P__ - I =-�' r- I P_ PP-2 -EXISTING TOPO o -- 00 =-P- ,U7,823 sf N " --P- I P-- I P P PP-3 - ENGINEERING PLAN & SEWER PROFILES, 41,966 sf P I P P I _ P_ N00 43 07 E P ---- --T---- ---- I 5 3 200 S f P P T-P-- P STREET SECTIONS � ---- 9 ---- P- -P-- I --P- n; Z _� P I _P_ -- r- ---- Q 21 2 8 0 S f -- P P-- -P -- --P- PP-4 -ADJACENT PROPERTIES m oo ' P --P- I -P-- --P-1-P-- I -P- --P- + 4 I --P- p L P --P-L-P-- I P r� O A T----7--� PV4 , p - IP PIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIP 06IPIPIPIPIPIPIP �I P PIPIPIPIPIPIPIPI PipipipiPIPiPiPi PIPIPIPIPIPIPIPIPIP ---- NOTES PLAT LEGEND I I I I I I I I � I I I I I I I I I I I I I I I I I I I I � I I I I I I I r BUILDING DATA 49 PROPOSED FIRE HYDRANT I z STREET LIGHT o I o PARKING REQUIREMENTS MERIDIAN CODE LA q -P-- � ° h ^ A 11-3C-6-B1 ME PARKING 1PER 500sgft 2�26 EXISTING CONTOUR o P-- I �' GROSS FLOOR AREA: BUILDING ENVELOPE (SETBACK LINE) CD P BUILDINGS 1-5 FLEX SPACE 192,600 SF - 385 + -- 3 CONSTRUCTION PHASE LINE M A W -__ r N PARKING SPACES - - - - - - - - ZONING LINE n 1 �N T to -P-- _-P_ o BUILDING 6 WAREHOUSE 185,760 SF 371 PARKING RIGHT-OF-WAY LINE #108�9 P-- I I P O SPACES LOT LINE N 7416 n P �■��■� GRAVITY IRRIGATION LINE 3 �' -P-- PHASE � --P- TOTAL REQUIRED - 756 SPACES -- I i P s s SEWER LINE N o � - , P --__ TOTAL PROVIDED - 764 SPACES I I I I ---- PRESSURE IRRIGATION LINE old PI PI--_- i i I I I I I I I I I I P --P- WATER LINE o O O -P-- I --P- ' L_J L_J L_J L_J L_J L_J ---- P li U) o p �I`-- 54 P STORM DRAIN LINE to N NII P MI P- P --P- ROAD CENTERLINE w o _ ____ r -P-- --P- 864 P I ---- P ROLLED CURB/GUTTER o --P- AND SIDEWALK L) c� P P P I Q LOT NUMBER � P I --P P- P 6,500sf LOT AREA v o w P I P P- I --P- BLOCK 7 BLOCK NUMBER zo Q g P P P --P- FLOW ARROW a w Q 1 P 2�, P P- 2 --P- W. ASHTON DR. STREET NAME N Uj w N -P- I I I I P -t P o 0 P P - ) HANDICAP RAMP w � T N -_-- _--- -- I P o I N + --_ _-P- N B U I LD I N G 6 -P = W Q ro ro N p N N N P ' ==P= _P== I =_P_ SURVEY LEGEND w o N N N P-- P 1852760 sf I p5 I -P-- I -P PROPERTY ADDRESS DEVELOPMENT FEATURES Z N wi P I P P ---- 579,570 sf ---- I P 820 S BLACK CAT ROAD ACREAGE FOUND BRASS CAP MONUMENT M P P I I _P --P- MERIDIAN, ID 83642 TOTAL PARCEL-27.59 ACRES 10 P_- _ P I -P-_ I OWNER 33 TOTAL LOTS-e7 FOUND 1/2" IRON PIN P I P I I P-_ BUILDABLE LOTS Z -- I P ENDURANCE HOLDINGS LLC U O S 6 ® SET 5/8 IRON PIN r 1 w p I P I I I _P== =-P- 1977 E OVERLAND COMMON LOT-0 " 0 v MERIDIAN, ID 83642 TOTAL DWELLING UNITS-N/A ® FOUND 5/8 IRON PIN o _P-_ -- DEVELOPER DENSITY DU/ACRE-N/A -- -- -- o P ---- COMMON LOT AREA- N/A o i P YBOUNDARY LINE �/'� P TRILOGY DEVELOPMENT, INC ZONING -- - - - - SECTION LINE V / -P- 9839 W CABLE CAR ST o O a \` \` P BOISE, ID 83709 EXISTING-RUT BOTTOM OF DITCH Z \ P P P P P P P P P P P P PIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPI PIP PIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIIPIPIPIPIPIP ---- ENGINEER PROPOSED- M-E T I F F P SEWAGE DISPOSALIt \ - _ _ _ _ _ _ _ - DAVID A. BAILEY, P.E. Q 916' �_ - - --P- BAILEY ENGINEERING, INC. MERIDIAN CITY SEWER 1119 E. STATE ST, SUITE 210 WATER SUPPLY 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS Mm P EAGLE, ID 83616 MERIDIAN CITY WATER W SURVEYOR 2. EXISTING SEWER MAINLINE TO BE EXTENDED SOUTH DOWN BLACK CAT. PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIP PIPIPIPIP CITY z LOCATION AND DEPTH HAVE NOT BEEN VERIFIED. SEWER DEPTH SHOWN ON IDAHO SURVEY GROUP MERIDIAN CITY ENGINEERING PLAN IS FOR REFERENCE ONLY AND WILL BE UPDATED WHEN 135 E. WATER TOWER SCHOOL DISTRICT CONNECTION TO EXISTING IS VERIFIED. W o MERIDIAN, ID 83642 WEST ADA PLANNER/CONTACT FIRE DISTRICT 3. EXISTING WATER MAIN MAY BE EXTENDED SOUTH DOWN BLACK CAT. IF S80'3ION 2'S1"E BAILEY ENGINEERING, INC. T 2' 73 580�32'S1"E 452•75' 1119 E.EAGLE,SID 83616T, SUITE 210 IRRIGATIONMERIDIAN DETERMINED BY THE DISTRICT UNVERIFIED. OTHERWISE TTHE ASITE TER HASSETWO L. X(2)I PLANNED I1�12" TIE-INS WITH 0 NAMPA MERIDIAN IRRIGATION DISTRICT VANGUARD VILLAGE TO THE EAST. �NST// �8O 4. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD 0 - 42245 ZONE. REFERENCE FIRM PANEL 16001 CO250J REVISED OCTOBER 2, 2003. � J 5. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET v , W ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT 0 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 /�/ S81'21'56"E 682.94, (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE L.L S.16 S.15 SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND o W ilkLOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A S.21 S.22 PUBLIC STREET. Q 6. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE W APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. o Z 7. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF j 0 50 0 25 50 100 THE NAMPA MERIDIAN IRRIGATION DISTRICT. V SCALE IN FEET 8. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE W O 1"=50' PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. J 9. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION N _ HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. LL 10. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO Q DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. EXISTING WELL TO L BE CAPPED AND ABANDONED PER IDWR SPECIFICATIONS. A11. ALL LOTS CONTAIN MUTUAL CROSS ACCESS AND PARKING EASEMENTS ACROSS ANY PARKING OR DRIVE LANE. DATE: 07-21-2023 PROJECT: C2022-009 SHEET EXISTING TOPOGRAPHY FOR cso o 'oL FARMSTONE CROSSING SUBDIVISION N .__ A PORTION OF THE NW 1/4 SW 1/4 OF SECTION 15 Z L 3 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO Z 3 2023 = a 'OIA = z_ W N ►� W W W ~ Z_ U) C3 � co Z C° uj co W Q `° H 0 U - ww V � w �S�oN AL FNc �G\srER�o'�� NQ�j F�2 p FOF �� A.B P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DES z 0 a Or U N W 0 H W Q N_ o W p z z 0 0 z c� _ o � � m z o w V) 0 I z 0 V)- 0 J 0 W 0� > U w 0 W z � 0 0 V) � 0 J X Q W L DATE: 01-25-2023 PROJECT: C2022-009 SHEET = II o 1322. 90' 4 4 0. 2 5' -------------------------------- _ = Q M +1 it _-- � �_� _____ __________________________________________ ,_________________________________________________________________ __ V co N I , _ __--- PRELIMINARY ENGINEERING FOR r \ -----EDR --- �--- ■� -L a ' �R tDR EDR ------- EDR w — 2558— EDR — —�2wv — R _ _—azva _ DR ----12;—„_------ 'iz"w ------ 12W----- —i— Q — \ 256 Z N - - - - - OF SECTION 15 - - _ mDR EDR EDR R ----- -- ------—— -- - --------------------- izw 2 _ o a _ -- EDR - EDR - - - �-- - - --------------------------_-- _ A-P - �- 1 — — — -- €D �\- — TOWNSHIP 3 NORTH, RANGE 1 WEST,A PORTION OF THE NW 1/4 SW 4 BOISE MERIDIAN = -- -- -- - -- -- - _ — H T 2" EP EP I - 1z,v„F �R ,Z,= _ — -- __ _ __ __ _ ED — _T= \ __ CITY OF MERIDIAN ADA COUNTY IDAHO _ ; _ _ 4 _======—==—--= = —===__=— _— — — _ — — — 2023 W Z o 1 _ ECR - - - - - - - - - - - - __ -_ _=_ - _ �° N WLu — _1-- I I J f l— 1 —I—I —1—1—i — —I I / Z o O j -i1� _i \ 2J�J2J21.P_LP_ J�J�J�J� JJi�iJ�LP_LP 1�J�J�J� P12J2JP_LP_LP_LP 1�J�JI �� �J�J�1 JJJ2J2JP JP �J�J�JJJPJJJ2JLJP_1P_1P J�J�JJJPJPJ2J2J2JP LPJi P ■� —I Z W M O `_ \ 14° \ U \ \ p,.✓ W_ wl w�I wl Iw y_ \w I�w� wl_ w / Iti \ -_ 4. ^ NO ` 4 \�\ 1�1 � (o w w w w w w w O w w wT 00' _� 445' ____________:_____ _ j __________s_ _ s______________��______s____________ C7 A 0 5 207' I I I I I I I I I I I I I I/ I I I I I I / / - 1 PiPiPiPiPiPiIPIP PIPIPIPIPIPIPIPIPIPIPIP P1P1,1P1P1P1 �1P1P1P I m w 1 IIIIII i�le W P\ P\ P I I I I I / , I 1 P1P1P1P1P1P1P1P1P1P P1P1P1P1P1P1P1P1P I I- IIIIII x `, / �- I �\P\ P \ _ \� i I III I I PJ2J21�2LP_ _LP_1� w a 1 W P\P \ ' ROW 51'-0» ROW II I � 1 \ 1 / P ` w w w \1 a 17 Om / ---- P P _-P_ / 1 FT MIN FLAT 1 FT MIN FLAT 1 - -� • w w 1 x / P ---- r---- I P I I 37'-0" �pNAL F --- -L=- - - _ -- ---- x I I _ __ I 60 I I ---- --- ---- -- -- — ' I I S T I L- u� _m_ , P x / P P / I I LANDING (TYP) (LANDING (TYP) ASS NC 1-I- -F---------------- - ---_ �-- -r•= - - _- / II P P 1 1 I 25 I -P - ------ P _ - - r- I I „ II - ---- -- 1 P P I 7 -0" 18'-6„ 18'-6" 7'-0 O� c� P ---- ---- I P L_ I - Q O P P i I \ - 8'-0" 8'-0" 10'-0" a m N ---- ---- - I 2'-0" 2'-0" N 1 ' I I P 1 P \ __ 1.75% 1.75% �TUT III I P P P P P P P P1P1 P P1�1 P1P1P1 P 1 � \ � ---- _ ' I r I P-1-P-- I I � o 0 ii , , P I X 1 P I I -7 I I -P-- P P j I I I ± 0.25% ± 0.25% ' I,I I P H III P BU P P-1-P-- I / �, L_ I I III • • - — 2% 2�- 9T � 1 3 --- I I d3 ---- I p X I I N P -P S 1 x-P- P P d3 --------1 ---- I -P-- I --- I I I � - P --P-t-P-- --P- P 4" OF -3/4" BASE 4" OF -3/4" BASE D A.BP II I G AIP 47 880 sf ---- --P P --- iI =_= 10' WIDE 5" THICK CONCRETE VERTICALSTANDDCURB SP A3,P 1ALT 2" MIX, PG T WIDE 64-28 S DEWALK 5ACHDCSDCON09RETECHECKED BY: x I I- - - I ___ P s SIDEWALK (ACHD SD-709) / ( )P x P --T---- P I C P & GUTTER (TYP) 4" -3/4" AGGREGATE BASE firr�r-{= I 9 ---- P I P`llBUII N 1� -+� 81 0 i' P J 25� -P-- P- -P-- P I P AS PER ACHD DAVID A. BAILEY P.E. 1I\ III F� 1 25. I -P-- I iI ' P _ _ _ I - I ---- P 1 P 2 - - - I I -_P F SD-701 17" -6" PIT RUN DRAWN BY. I ' - K -P- 2 P P -P- r I I I III EXTEND 3/4" MINUS s I „ I N I P 11 ' I I I I I I I I I I I I 1 -P__ P P I I III I,IIIIII I I i P 1 -1 -- _ _L-_-- _-__ L_ I 1 I P + AND PITRUN 6 PAST I I ' P I I I IJ I P P P P - - \ p P P P I --P- I I ^ CURB. (TYP.) 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