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PZ - Temporary EM Access for Fire Review o PRELIMINARY PLAT FOR o FARMSTONE CROSSING SUBDIVISION - _ 50 s..s s.10 � v o N s.16 s.15 A PORTION OF THE NW 1/4 SW 1/4 OF SECTION 15 = w ._ Z L 3 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN I CITY OF MERIDIAN, ADA COUNTY, IDAHO z I 2023 .� a = z W Curve Table Parcel Table N W w W ~ Z W Curve # Radius Length Chord Bearing Delta Lot Area Perimeter Type . u- C1 635.00 61.46 61.44 N87'58'54"E 5'32'45" Z Uj M 00 BLOCK 1 Lot 1 85168 1157 RETAIL/COMMERCIAL _ - i W Q C2 635.00 1 85.51 1 85.44 N81'21'04"E 7'42'54" J BLOCK 1 Lot 2 113917 1557 INDUSTRIAL FLEX w w C3 565.00 1 130.76 130.46 1 N84'07 25 E 13'15 35 °' BLOCK 1 Lot 3 111890 1394 INDUSTRIAL FLEX 0 w I I I I I BLOCK 1 Lot 4 111059 1393 INDUSTRIAL FLEX ' BLOCK 1 Lot 5 136025 1509 INDUSTRIAL FLEX I S\ONAL FN S G\s rF BLOCK 1 Lot 6 579577 3287 WAREHOUSE Quo N RFo to �„ in 3 LOCAL STREET CONNECTION Q A �; TO PROPOSED AVAN I SUB � I °�1// A eP`��, o U Y VANGUARD ROSSING CHECKED BY: 308.16' 615.84' 1322.90 AP MENTS DAVID A. BAILEY P.E. 334.16' m DRAWN BY: I 64.70-► cc O 89 4'43" 4 0 I 3 E.,R w W 1/4 °° `r LU eR S89'14'43"E 1282.85' I - - - _ - - - - M - - - - - - - �P+-o- 7-- - - - - - - - - - - - - E� - - _ E �° - - -- - - - - - - - - VANGU D IND Uj 1 - � �- P VANGUARD - - - - - - - - �AWW GC�RD C3 � R,W 238' 225' 251' 188' C1 C2 14.15' 1 k ^ � ori / 60:00, ( o 3 I I I - - rn I 1 PIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIP PIP P P PIPIPIPIPIPIPIPIPIP PIPIPIPI PIPIPIPIP P P PI PIPIPIPIPIP p _p p P P P P PiPiPiPiPiPIPiPiPiPiPiP I 1 �J -tom- - - - - - - - - - _ _ _ _ _ _ ip I I PIPIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIPIP I PIPIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIPIP \ (-� 1 --P- - - - -- '7 P- --P- - 140' -P-- I - P- P-- --�- _P=- --P- FUTURE COMMERCIAL - - _ _ _ __ P P - - WI P�70 --- I i -p-- P P --P r- -i -P-- I --P- 0 2 . 0 4 acres --- P _J - - - =P- -_- P-- - ---- ---- 1 - - O ---- - -- - -- --- ---- -P-- --P- P r- -1 P P O ---- ---- I I p --P- -p --P r -1 - I OI O p -_p L_ _J -P-- p p-- I ---- �- I P p I o I 7� 85,168 sf - -- ---- --- -- - __p- _J ---- I ---- p --- P I p P P p P IN I -P-- I -P- P-- I --P_ ==P- -P ` v _P-_ I I --P_ r_ _i -P- I --P- -- - - - - -�� ` J `~ P P P P I _ 1 --- p- r_ _ (� ICD -__ _ J `� P P VICINITY MAP P _ - P 113,© sf�-' L_ _j O -P-- I - P ' P-- I --P- ® ( i- _� U) 136,025 sf -P=- --P- 1 NOTES 1 = 300 111,890 sf 111,059 sf�/ L_ _j CD -P - I ---- P P P 4 -- O O "' _P-_ I -P _P _ -P- O -P-- -- - BUILDING DATA -- P- LQ 0 _p-_ I --- --- p -P-- ' _=P= PARKING REQUIREMENTS MERIDIAN CODE - -- _ _ L p __ _ P P LAN SHEET INDEX- Ln- p 0 o -P-_ P P- --P- -p-,I�- 4� - P 11-3C-6-B1 COMMERCIAL PARKING 1 PER 500sgft --P- '� I j M P , P P --P- 0 r_ _� Ln -P _ I - GROSS FLOOR AREA -J N =P= 2 - ' �_P_ N �_ _� P_ 11-3C-6-B2 INDUSTRIAL PARKING 1 PER 2000sgft SHEET DESCRIPTION - P r- -� P- P N ---- I --__ GROSS FLOOR AREA I -- - I I P I I -- � r- -� � -P-- I --P- ' , - 10 ' --_- ` _J P - ' P P ' --P- L_ -J p p BUILDING 1 PP- 1 -PRELIMINARY PLAT, INDEX, VICINITY MAP, S89'12 5et 160.09' _ - -P-- __p- _p --P- p P I - - _ � mm � 42,560 SF PLAN PARTIAL 2 STORY FLEX NOTES, STREET SECTIONS p-- - P- P I I P I I I -P-- P_ - REQ PARKING 4256°= 85.1 OR 86 REQUIRED PP-2 -EXISTING TOPO ' -P=_ I __P_ L_ -; =P-_ _-P_ _p-_ --P_ r- _i -P-- I __P I - 118 PARKING PROVIDED PP-3 - ENGINEERING PLAN & SEWER PROFILES � C� I P _ _ _ _J P I -- P - P I I ---- ---- N 39863'07"E -P=- I ==P- r_ _, _P-_ I --- --- --P - ` J _ - - -P --P- - BU42D51 0 SF PLAN - PARTIAL 2 STORY FLEX PP-4 -ADJACENT PROPERTIES w NI -P-- - P- �- - _-- P P --P- i p I P I -REQ PARKING 4256°=85.1 OR 86 REQUIRED m P P -P-- I - -- _-p_ L_ I ---- I ---- 500 o � i ---- ---- P I p P P _J -P-- __P_ - 117 PARKING PROVIDED .,moo O ' 1 -P-- P -P-- __p- _p --P- -P=- I --P- - BUILDING 3 o U) P I I - I ---- - 42,560 SF PLAN - PARTIAL 2 STORY FLEX PIP P P P P I P I P P PIP P P P P P P -REQ PARKING 85.1 OR 86 REQUIRED a - -- PI PIP IP IP IPI IPI I I I I I I I I I I I I I I I _ 4500°- PLAT LEGEND Nm P I I I I I I I I I I I I I I I PIP IP IP IPI IPI P - 108PARKING PROVIDED .t PROPOSED FIRE HYDRANT 1 I 33. i i i i 1' 1 BUILDING 4 STREET LIGHT Z -42,560 SF PLAN - PARTIAL 2 STORY FLEX o ' I -REQ PARKING 4256°_85.1 OR 86 REQUIRED 2726 EXISTING CONTOUR 500 - I cO-, � I 0 - 114 PARKING PROVIDED BUILDING ENVELOPE (SETBACK LINE) O I 1 3 - BUILDING 5 PHASE LINE ZONING LINE P N - 185,760 SF - LIGHT INDUSTRIAL 185760_ RIGHT-OF-WAY LINE (1 P== I „ „ P ;) -REQ PARKING 2000 -92.9 OR 93 REQUIRED 7 - �� .. .. P_ � c - 4 LOADING DOCKS LOT LINE P , -- � -P-- -_P_ N - 270 PARKING PROVIDED ���� GRAVITY IRRIGATION LINE 31 _P_ S S SEWER LINE r, = p --P- I - FUTURE COMMERCIAL W W WATER LINE M P I P I I I I P ---- -MIXED EMPLOYMENT USES Pi-Pi PRESSURE IRRIGATION LINE ' c P I P -P-- --P -PARKING TO BE DETERMINED WITH FUTURE DESIGN �� STORM DRAIN LINE NI P - P- 54 �` _P_- I --P I ROAD CENTERLINE -P-- I --P- 864' -P-- P ROLLED CURB/GUTTER P I _-P- I I -P-- I -=P= AND SIDEWALK I ' -P-- I _-P- - - - - - - -P P 1 6,5000sf LOT AREA 0 LOT ER ' -P I --P- I -P-- P BLOCK 7 BLOCK NUMBER zz MI P - P I I -P - I P FLOW ARROW a -p- 2 P I I I I I -P-- -_P_ W. ASHTON DR. STREET NAME N , ' HANDICAP RAMP w -P-- I I I I P 21 -P o I I -P-- --P- N � � BUILDNIG 5 =___ P P I I I I BLOCK 1 I I I -P_- I -_P- PROPERTY ADDRESS DEVELOPMENT FEATURES N o -P P I I I I -P - I --P 820 S BLACK CAT ROAD ACREAGE SURVEY LEGEND W o I P I P I I I I I P --P- MERIDIAN, ID 83642 TOTAL PARCEL-27.59 ACRES IY z -p I -P- 185 , 760 sf I I © I I P I - P I OWNER TOTAL LOTS-6 FOUND BRASS CAP MONUMENT P I ---- ENDURANCE HOLDINGS LLC BUILDABLE LOTS- 6 I --P- I I I I I I I 579,577 sf I I ---- P � FOUND 1/2" IRON PIN � P P I I I I I P 1977 E OVERLAND COMMON LOT-0 Z 0 P I P I I I I I P I n MERIDIAN, ID 83642 TOTAL DWELLING UNITS-N/A ® SET 5/8" IRON PIN r 1 p I --P- DEVELOPER DENSITY DU/ACRE-N/A 0 v N P P I I I I I P FOUND 5/8" IRON PIN W P P I I I I I I P ---- TRILOGY DEVELOPMENT, INC COMMON LOT AREA-N/A -_ ® -- 0 1 P -_P_ I 9839 W CABLE CAR ST ZONING PROPERTY BOUNDARY LINE z p -_P BOISE, ID 83709 EXISTING- RUT __ _ _ _ SECTION LINE I I P ENGINEER PROPOSED- INDUSTRIAL BOTTOM OF DITCH dI P DAVID A. BAILEY, P.E. SEWAGE DISPOSAL >PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIP PIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP P BAILEY ENGINEERING, INC. MERIDIAN CITY SEWER Z \ n 1 p 1119 E. STATE ST, SUITE 210 WATER SUPPLY I --- ----------------- ______ - - - - - - - - - co _ _ _ _ _ P EAGLE, ID 83616 1 ----------- - - - - - - - - p SURVEYOR MERIDIAN CITY WATER 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS CITY m P 1 IDAHO SURVEY GROUP MERIDIAN CITY 2. EXISTING SEWER MAINLINE TO BE EXTENDED SOUTH DOWN BLACK CAT. I 135 E. WATER TOWER SCHOOL DISTRICT LOCATION AND DEPTH HAVE NOT BEEN VERIFIED. SEWER DEPTH SHOWN ON PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIP ( PIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP MERIDIAN, ID 83642 ----___ I I I I WEST ADA ENGINEERING PLAN IS FOR REFERENCE ONLY AND WILL BE UPDATED WHEN ---- _------------------ PLANNER/CONTACT W FIRE DISTRICT CONNECTION TO EXISTING IS VERIFIED. 1119E STATE ST, SUITE 10 EY ENGINEERING, INC. MERIDIAN 3. EXISTING WATER MAIN MAY BE EXTENDED SOUTH DOWN BLACK CAT. IF - ------ _ IRRIGATION DISTRICT _ ---- - EAGLE, ID 83616 DETERMINED BY THE CITY WATER MODEL. EXISTING MAINLINE'S LOCATION S80'32'51"E _ ------------- NAMPA MERIDIAN IRRIGATION DISTRICT „ 141.73 S80'32'5�s 45 _ -------------------- I UNVERIFIED. OTHERWISE THE SITE HAS TWO (2) PLANNED 12 TIE-INS WITH 0 2 75' - ------------- / VANGUARD VILLAGE TO THE EAST. Z 4. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16001 CO250J REVISED OCTOBER 2, 2003. V) I 5. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, V I - ----- __ 1 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 S.16 S.15 SECTION S81'21's�e- - - -� (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE LINE 682,94 - SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND o S.21 S.22 ROW _ LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A - PUBLIC STREET. Q 40' - 1 6. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE ' . I t14' APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE W 8' 5' OF THE BUILDING PERMIT. o 3.00' f 10' NOTE: 15' OF ROW Z >. GRAVEL REQUIRED WHEN PROPERTY I 7. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH 0 EXISTING t2%-� SHOULDER 4' ROW 70'-0" TO NORTH IS DEVELOPED ROW '^ 4' LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF U -VAR 55'-0" 15'-0" THE NAMPA MERIDIAN IRRIGATION DISTRICT. 4 ' 0'�� � jam/jam 1 FT MIN FLAT 7'-0" 18'-6" 25'-6" P/L 8. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE �//�//�/� /�///�//��i���� LANDING (TYP) 7'_0" PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. ��� 2'-0" 16'-6" 12'-0" 8'-0" 50 0 25 50 100 PROTECT EXISTING i /� i 1.75% ASPHALT, BASE & f o 25% 9. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION N _ SUBBASE � �- 2% 2%-- SCALE IN FEET HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. L.L _ 12' I _ 3" ASPHALT 1»=509 10. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO Q � 2'x3' SAND INFILTRATION WINDOW. 4" OF 3/4" MINUS CRUSHED CONTINUOUS ALONG RURAL 4" OF -3/4" BASE AGGREGATE DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. FRONTAGE. (INFILTRATION WINDOW 7' WIDE 5" THICK CONCRETE STANDARD \�3" ASPHALT PAVEMENT LL TO EXTEND A MIN. OF 1' INTO SIDEWALK (ACHD SD-709) VERTICAL CURB SP-3, 1/2" MIX, PG 64-28 „ GRAVEL SIDE SLOPES FREE DRAINING MATERIAL) & GUTTER (TYP) 4" -3/4" AGGREGATE BASE O 16 OF 6 MINUS PIT RUN (PARKING) ONLY (THIS SIDE), AS PER ACHD oDoO DO NOT COVER SAND SOD SIDE SLOPE SD-701 17" -6" PIT RUN �DAT2E:-2023 WINDOW ONLY (THIS SIDE), EXTEND 3/4" MINUS PROJECT: AND PITRUN 6" PAST PARKING LOT C2022-009 DO NOT COVER INFILTRATION CURB. (TYP.) SHEET BLACK CAT ROAD RURALNDow 70' RIGHT-OF-WAY SECTION TYPICAL SECTION 37' VANGUARD TYPICAL SECTION NOT TO SCALE P . NOT TO SCALE NOT TO SCALE