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HomeMy WebLinkAboutPreliminary Plats 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//o 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-► O 89 4'43" 4 0 I 3 E.M w W 1/4 °° `r LU eR S89'14'43"E 1282.85' - ' - - - - - - - �-+-o- - - -OR MR - - - - - - - - - - - E� - - _ E - - - -- - - - - - - - - VANGU D IND LU R/W - 0 VANGUARD - - - - - - �CRD C3 1 238' 225' 251' 188' C1 C2 14.15' 1 0 3 ' 60100' Co I DO O PIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIP PIP P P PI PIPIPIPIPIPIPIPIP PIPIPIPI IPIPIPIPIP P P PI PIPIPIPIPIP PiPiPIP P P PiPiP PiPiPiPiPiPIPiPiPiPiPiP I 1 W � � � � � � � � � � � � � � � � � �� � 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 I JI I I I I I � MONU ITH r - I PIPIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIPIP I PIPIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIPIP \ (-� 1 --P- - - - -- '7 P- --P- - 140' -P-- I - P- P-- --p- --P- FUTURE COMMERCIAL - - _ _ _ __ P __P__ - - WI P --- I i -p-- P P --P r- -i -P-- I --P- � 0 2 . 04 acres --- P - - - -- - -- - ---- ---- 1 - - pe) P P ---- P- r- -� P ' - -- --- --P - - - - - -- ---- O -P-- ---- I I _P-- ---- r_ -, P-- P ' PHASE 3 -_-- - -- t - -- 1 = 00 --- p -- I P --- --P- P P_ - -P-- -P- P-- __ _ P N P -P-- --P P --P- i- -� -p-- I 1 --p- P I p- P P P P p I I ��JJJ P 1 --- P- r_ _ (� I -__ _ J 4- ( P P 00 VICINITY MAP P _ P 113,© sf�--' L_ _j O -P-- I - P ' P-- I --P- ® 0 i_ � _� 136,025 sf -P=- --P- 1 NOTES 1 = 300 111,890 sf 111,059 sf L_ _j CD -p - I --P- -P 4 __ 0 0 to _P-_ I -P _P _ -P- -P-- -- - BUILDING DATA -- P- LD 0 LO _p-_ I --- --- P 0 -P-- I --P- I PARKING REQUIREMENTS MERIDIAN CODE I - -- _ P __ _ P _ I , P LAN SHEET INDEX - P Ln ^ o -P-_ - p- -p-- --P- -P-,� 4b -,� P 11-3C-6-B1 COMMERCIAL PARKING 1PER 500sgft P ^ r -iIn P I - GROSS FLOOR AREA EMERGENCY ACCESS WITH REMOVABLE BOLLARDS ---- �_ _j N M p 2 P P --P- r- -� u J ---- 1 -- L ED E D AR T sTE E Loc _ - N _P__ _-_ ' -P- N �_ N -__- __ 1 11-3C-6-B2 INDUSTRIAL PARKING 1 PER 2000sgft SHEET DESCRIPTION P- _ ---- I __-- GROSS FLOOR AREA p I I -- r- -� -P-- I --P- ' 10 --P- ` _J P - ' P P ' --P- �- -� P P BUILDING 1 P P- 1 -P R ELI M I NARY PLAT, INDEX, VICINITY MAP, S89'12 5$� 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 4500°= 85.1 OR 86 REQUIRED PP-2 -EXISTING TOPO -P-- 1 -_P- L_ -P-_ _-P_ _p -_P_ r_ _i -P-- I --P I - 118 PARKING PROVIDED PP-3 - ENGINEERING PLAN 8c SEWER PROFILES co I P _ _ _ _ _J p I -- P - p I I ---- ---- N 39863'07"E -P-- I _-P_ r- _i -P-_ 1 --- --- --P_ - ` J _ - - -P-- --P- - BUILDING 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 42560=85.1 OR 86 REQUIRED m P P -P-- I - -- _-P_ L_ I ---- I ---- 500 0 ,1 I ---- ---- P I p p P _J -P-- P_ - 117 PARKING PROVIDED ,I- o ' 1 -P-- P -P-- __p- -p --P -P-- I --P- - BUILDING 3 0 P I I - I ---- - 42,560 SF PLAN - PARTIAL 2 STORY FLEX PIP P P P P PIP P PIP P P P P P P -REQ PARKING 85.1 0R 86 REQUIRED a - -- P PIP P P P P I _ 4500°- PLAT LEGEND cnm 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 1' 1 BUILDING 4 STREET LIGHT Z -42,560 SF PLAN - PARTIAL 2 STORY FLEX 0 0 ' 1 -REQ PARKING 42560_85.1 OR 86 REQUIRED 2�26 EXISTING CONTOUR 500 - 114 PARKING PROVIDED BUILDING ENVELOPE (SETBACK LINE) O CONSTRUCTION PHASE LINE BUILDING 5 P N - 185,760 SF - LIGHT INDUSTRIAL . ZONING LINE 185760_ RIGHT-OF-WAY LINE �1 P I •• •• -REQ PARKING 2000 -92.9 OR 93 REQUIRED a; ---- •• •• .. .. •• •• P I c - 4 LOADING DOCKS LOT LINE L -P-- PHASE =_P- - 270 PARKING PROVIDED ���� GRAVITY IRRIGATION LINE SEWER LINE o = P --P- I - FUTURE COMMERCIAL W W WATER LINE M P I P I I I I P ---- -MIXED EMPLOYMENT USES P P PRESSURE IRRIGATION LINE ' o 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 z - Uj P-- I --P- 864' -P-- P ROLLED CURB/GUTTER M P I _-P- I _P_- I --P- AND SIDEWALK o I ' -N _- -P- - I P 1 6,500009f LOT AREA LOT ER U -P I --P- -_-- P BLOCK 7 BLOCK NUMBER z Q MI P - P -P - I P I FLOW ARROW a P P -P-- P I W. ASHTON DR. STREET NAME 2 ' --P- Uj P --P- _p I I I P 21 ' _P 1 HANDICAP RAMP o 0 --- I 1 __p___P__ I __-_P_- N I I � BUILDNIG S I __-_- --P- � o N I I p a M - P I I I I I BLOCK 1 P --P- PROPERTY ADDRESS DEVELOPMENT FEATURES SURVEY LEGEND > N P P P I --- 820 S BLACK CAT ROAD ACREAGE W d I 1 P P I I I I I P MERIDIAN, ID 83642 TOTAL PARCEL-27.59 ACRES __p__ ---- 185 7 6 0 s f I I I I --- z I P ' © P I --P_ I OWNER TOTAL LOTS-6 � FOUND BRASS CAP MONUMENT P I ---- ENDURANCE HOLDINGS LLC BUILDABLE LOTS- 6 --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 °�' P I P I I I I I P 1� MERIDIAN, ID 83642 TOTAL DWELLING UNITS-N/A ® SET 5/8" IRON PIN r 1 p I -_P- DEVELOPER DENSITY DU/ACRE-N/A O v N _P__ __P_ I I I I I P FOUND 5/8" IRON PIN W p p I 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 rn z P -_P BOISE, ID 83709 EXISTING- RUT __ _ - _ _ V / SECTION LINE I I p ENGINEER PROPOSED- INDUSTRIAL BOTTOM OF DITCH dI P DAVID A. BAILEY, P.E. SEWAGE DISPOSAL > � 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 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 I I I I I I I I o PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIP PIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP P 1 BAILEY ENGINEERING, INC. MERIDIAN CITY SEWER Z \ 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 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 I I I I I I I I I n 1 P 1119 E. STATE ST, SUITE 210 WATER SUPPLY I --- ------------ --- -- - - - - - - - - - _ _ _ _ _ P EAGLE, ID 83616 -- --__ - - - - - - - - P SURVEYOR MERIDIAN CITY WATER 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS CITY m ------------------- --- P 1 135 E. SURVEY GROUP MERIDIAN CITY 2. EXISTING SEWER MAINLINE TO BE EXTENDED SOUTH DOWN BLACK CAT. I I 135 E. WATER TOWER SCHOOL DISTRICT LOCATION AND DEPTH HAVE NOT BEEN VERIFIED. SEWER DEPTH SHOWN ON PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP jp � pipip � pipiplplpiLp PIPIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIPIP MERIDIAN, ID 83642 ----________ wESTADA ENGINEERING PLAN IS FOR REFERENCE ONLY AND WILL BE UPDATED WHEN i - __________________ � PLANNER/CONTACT In W EY ENGINEERING, INC. FIRE DISTRICT CONNECTION TO EXISTING IS VERIFIED. V I 111BAI9E STATE ST, SUITE 10 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'S�s 45 _ ------------------- I UNVERIFIED. OTHERWISE THE SITE HAS TWO (2) PLANNED 12 TIE-INS WITH 0 2 75' - / VANGUARD VILLAGE TO THE EAST. Z TERSTATE_ 4. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD _ --------------------- 84 �� EASEMENT 1 ZONE. REFERENCE FIRM PANEL 16001 CO250J REVISED OCTOBER 2, 2003. V) ____ 5. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, V) - ----- 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'sbse- - - -� (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE LINE t 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 ' 01 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 1 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 ow Apr Apr �- 2% 2%_ SCALE IN FEET HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. L.L 3" ASPHALT 100-509 10. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO Q �I 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. EXISTING WELL TO FRONTAGE. (INFILTRATION WINDOW 7' WIDE 5" THICK CONCRETE STANDARD \�3" ASPHALT PAVEMENT " - BE CAPPED AND ABANDONED PER IDWR SPECIFICATIONS. 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: cc AND PITRUN 6" PAST PARKING LOT C2022-009 DO NOT COVER INFILTRATION CURB. (TYP.) SHEET BLACK CAT ROAD RURAL 70' RIGHT-OF-WAY SECTION TYPICAL SECTION 37' VANGUARD TYPICAL SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE P _ 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 QO 1322.90' O - i 1308.16' 615.84' w o •5 {� N C 334.16' PRELIMINARY PLAT FOR64.70' 'R W T __ _ FARMSTIONE CROSSING SUBDIVISION .i Z ca I EDR -------------EDR----------:\ EDR EDR � ��--------- ------------------ ___ 2 -2558— — — — — — — EDR EDR EDR ------- ---��- _ _ _--- - — EDR =------ __ DREDR — — — CDR— — — — — <---------------------------------------------------- — -- EDR EDR EDR EDR - EDR EDR EDR DR EDR _ Gh� EDR EDR EDR E[ EDR EDR 56 Z S89'14 43 E 1282.85 - - 2 A PORTION OF THE NW 1/4 SW 1/4 OF SECTION 15 DR ---------� = J\ \EG EDR EDR EDR— f M f EDR — — —EDR — EDR -€C — _ EDR EDR _ FAR ,I�\ I- v 1 ��/_ TONS — _ — — — — SSMH Al 1 2" - ,2••w E - - EP - - -- _ _ __ - = ED - -_ _ _�/ \ NORTH, RANGE 1 WEST, BOISE MERIDIAN . a o OW A W - - J— _ _ 1 - -2559 - - - G 2 - - - - - _- - - - - - - - - CITY OF O MERIDIAN, ADA COUNTY, IDAHO + I I 01 I ; O r o ^ f 03 - — - - - —� - moo ( aol — — = aoi— — — — — eol — —_—eoi — — — — 1— _ = f _ _—_— — /3- e01 —BD.L ; — — — �01_ _ _ _ 2023 Z_ N ( I + I / E i - G R _ X x 801 X _; �171-_ _ — TO B_— — — TO B — — — — — — — T — — — — —_— — — — — — —_ — ��� / O I - — —— —- -- - e - - - - - - - - � - - 8- - _ - — -_-_- _ - - 1_�1 N ����w - - I I O / ►� LIJ H I \ _ a I Lu 3 _ _ _ C2 _ - - - I I _ _---____ - I--___ 14.1 I I PI PI PI PI PI PI PI I PI I PI PI x PI PI PI 251 PI PI ,88' C1 % pl��PI -- --1-------_ -� I A 55 �J t— 3 (yam/ 6 PI PI PI PI PI — -°I Q / \ BLV I „ I �� 'p0 PI PI PI %_ \ —�—�—'-- � / I � Z I�I,J � N N 80100'- ---------------- __ _-_-____-___-_ I -__ -- -____-__-____-__-__ --__- �__-__-___ I / \ — --- _�--�--- I \ — _ -------- I - / I 1 \ � � o I ! w 4 L 6�L0 - - - \ L__ JJ?J�JF 1 121E _LP_LP_1�J�JPJ 1P1�12 L _ _LP_LPJJ?J�JP1P1P11121LLP_ _ _LP_I�J�J JP1P1P1�12LLLP LPJ�J�J�1P1P1P1LLL j I I I r - - - it I - -I --- ------- ------ -� _� _ I I I JJ?J�JP1P1 11111LLP_L D _ J�J�J�1P1P1P111LLP I s III I w C w w w r w w - I I i i i I I I I I I I I I I E I °m \ oR r $SM - \ \ x w w - w w w x w w w w w w w w _ w w w \ I I 4 --- - - - _ x _ _ _ SSMH B1 / ' w w w w w w w w w o x - - _ _ _ _ / SSMH B2 _ \ O - o - , o - - - - - - - - - ----���_-----------s —I—s/ --- \ O O I I I I x i 00 E s l \ i$ sl ° s s s g s I s O s 01 O I I 1 ✓ /I �____--- ----I \ +i Hsi s tl s s 1 s I I I NAL 1 i - xI I 10 \ I I 0 17-777 f7TPTTTTTT -' - ------ -- - __-- oP ---- ------ ------ TTTT FT 1?'"ITTI?T�1�TTTPTTTTTF -- - I I �. uP \ x TrI�7T�T71TTT TFTFTTT777 -- - --- -- -- - I IR I �� �T�I P P I L� P I$I I (j\STE /fi � ---------------------m--- ---,-��_____ \ 5 I I R 1� ---- \ - \ P P i- 1- I s I \ �� - - � - T- I it P J X _ P --P- -P-- P Ii i-P �� N IIII ; I _ - 6, �JR � OMMERCIAL t- +-P �I -Ilx � _ - ,40 = __ ---- - I I I� _ o DPI mu r 1 X X X _ P , T--- I \ 1 1 4-I- EGR I , P P P ---- _ I I P s 'A � II P - t I I P I ---- ---- ---- P r- / -1 I +--- 1 9T Q \ d1 d3 4 ��r e s I I f L- - -J P P P I - I I I P II F 0 F �� d3 T I I P - +- - -- _ - - - - ---- ---- ---- P L_ _ - - _� - ,I t--- y 3 I d3 d3 I „I --- / ---- - - - - - - - ___�1 T I I ECR P I P P \1 - _7 I P ,- _ I I P II I op op A + I P X x ml�l ECR L J -P-- --P- -P- --P- ® ------- -----' - -- i _- II I - CHECK BY. - - - P P P P L_ J _ I � � P - - . w o i P- — II I - -------II x _-- I --_- -P-- I --- - r_- II CHECKED � I I-__ DAVID A. 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