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Home My WebLink AboutPZ - Plats C� m E Bancroft = o N i Square Sub. Curve Table PRELIMINARY PLAT F O R - M a) Curve # Radius Length Chord Bearing Delta Cj N Is �' C1 150.00 106.66 104.43 S19'44'18"E 40'44'30" ARTISAN VICTORY MARKET SUBDIVISION ._ Uj C2 150.00 37.03 36.94 N33'02'11"W 14'08'43" Z 3 A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 z ' LJ>- � L� � U C3 150.00 67.95 67.37 N12.59'08"W 25.57'24" TOWNSHIP 3 NORTH, RANI GE 1 EAST, BOISE MERIDIAN 2- Cn Q o MERIDIAN, ADA COUNTY, IDAHO O C4 150.00 30.70 30.65 N05'S1'25"E 11'43'42" oLLILi < Q I Q o 2023 o Q ; o Q Q o o C5 150.00 29.64 29.59 S06'0337 W 11'1919",,, < m < � SHAUN � Q _j o 2- V) ■'I_�DiA a(Z- � „ " � - - Z N C6 100.00 36.90 36.69 S79'25 22 W 21'08 24 W Z W EICHM C7 100.00 37.61 37.38 N79'37'33"E 21'32'47" W v I I I I I I I C8 80.00 47.47 46.78 S72'36 01 E 34'00 04 - _ _ - ■� m C9 50.00 35.55 34.81 N70'15'42"E 40'44'30" - W Q I vj BLOCK 3 C10 173.50 123.37 120.79 N19'44'18"W 40'44'30" _ ` J 00 U) o S1/16 I " SUTHERLAND� w Uj C11 173.50 34.28 34.23 N06'03 37 E 11'19 19 FARM NO. 4 I °' a -777 77a - -- -1 -- - C12 126.50 25.89 25.85 SUBDIVISION I V w \ \ \ \ - 57 \\ 7_7 - N05'S1 25 E 11'43 42 THOUSAND - C13 126.50 88.54 86.74 N20'03'29"W 40'06'07" SPRINGS J NO. 1 1 CELLI AK REVOCABLE C14 80.00 51.84 50.94 S18'34'15"E 37'07'38" o I �C z NC/ I SUBDIVISION � �pNAL F I LIVING TRUST C15 80.00 25.78 25.67 S46'22'02"E 18'27'55" / U I NCROFT SQUARESTFRF �'F 1 C16 50.00 30.03 29.58 S1T11'47"W 34'24'26" � SUBDIVISION a� N O � � SUTHERLAND \� C17 50.00 25.78 25.50 S14'45'51"W 29'32'34" THOUSAND =.� FARM NO. 2 DPI MU ' \ NGS C18 50.00 26.14 25.84 S14'33'40"W 29'56'57" VILLAGE ' SUBDIVISION yT Pr ' o \ SUBDIVISION F O F \0 \ - C19 50.00 32.40 31.84 S71'25'45"W 37'07'39" 1 J I l - , �'l D A.B P� C20 126.50 89.95 88.07 S19'44'18"E 40'44'30" E MACKAY DR� I \ C21 173.50 121.43 118.97 S20'03'29"E 40'06'07" I cn CHECKED BY: 7 DAVID A. BAILEY P.E. ' s ADRIAN C22 76.50 28.77 28.60 N79'37'33"E 21'32'47" IWOODHAVEN y DRAWN BY: MASCORRO - (SUBDIVISION SUTHERLAND DAB/DES C23 123.50 45.57 45.31 N79'25 22 E 21'08 24 Fn FARM NO. 1 C24 76.50 28.23 28.07 S79'25'22"W 21'08'24" C SUBDIVISIION �� " " I I i � � C26 123.50 46.44 46.17 S79'37 33 W 21'32 47 MC / so - '09'44"W '07'05"------------------------------------ C29 173 50 33 67 33 61 S06 11 F- - _ _ 331' _ _ _ _ _ . �. " E VICTORY RD - - i C31 126.50 25.00 24.96 S06'03 37 W 11'19 19 E L 0ON CREEK LN.(PRI VA TE) '' / - - - - - 0 � R I i I ,' �'r,� 34 112' �c O ' C34 50.00 23.21 23.00 S77'20'04"W 26'35'47" 1 J-------------------------------------------------------------------------------------------------'/ 9° ------------------ - 7 I �.-2--�re� ,. ------- TODD / HARPER I I I I \ I 4 �I i ' - - VICINITY MAP I I BLOCK 1 1 "=500' Sutherland Farm Sub. No. 2 Parcel Table I 1 7-76 acres � Lot Area Perimeter Type PLAN SHEET � NDEX oz I ' u I ERED BLOCK 1 Lot 1 337894 2509 MULTIFAMILY BL 0 CK 2 THOMPSON BLOCK 1 Lot 2 47159 864 COMMERCIAL SHEET D ES C R PTO N BLOCK 1 Lot 3 25217 641 COMMERCIAL IW PP1 PRELIMINARY PLAT BLOCK 1 Lot 4 OPEN 13915 865 BUFFER CUP - 1 - COVER SHEET INDEX VICINITY MAP BLOCK 2 Lot 1 98502 1597 MULTIFAMILY ' ' ' I�iI IM I MARK NOTES CAPPORELH BLOCK 3 Lot 1 23939 631 MULTIFAMILY CUP - 2 - SITE TOPOGRAPHY CUPS ENGINEERING PLAN ( � Q I _ CUP - 4 - SEWER PROFILES v N to I j OS - 1 - OPEN SPACE PLAN ' 11I I Z I NOTES: I Q - ---------------- 106 I� i DAVID Q RODRIGUES 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. rri _ - -- -�-� ----- -- ------ I I� ZONING OWNERS �� I , L[___i L I 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. EXISTING- RUT BARON TEN MILE LLC o' I i ` I PROPOSED-R-15 AND C-C 1401 17TH ST STE 700 REFERENCE FIRM PANEL 16001 CO231 J REVISED JUNE 19 2020 I ---j I M DENVER CO. 80202 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET N r SEWAGE DISPOSAL m LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO o i ' II MERIDIAN CITY SEWER DEVELOPER ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC BARON PROPERTIES LLC N N i 1 I UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO I 1401 17TH ST STE 700 0 o I 1 WATER SUPPLY THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) z o DENVER CO. 80202 a m 0 ' ' MERIDIAN CITY WATER FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY 0 = 0 ' CHRISTOPHER } c� Z i DOUGLAS LOT LINE NOT ADJACENT TO A PUBLIC STREET. g I ENGINEER o 0 II CITY DAVID A. BAILEY, P.E. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE a z I i I MERIDIAN CITY BAILEY ENGINEERING, INC. STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING g 1119 E. STATE ST., SUITE 210 PERMIT. w o `n 0.58 acres I II I SCHOOL DISTRICT EAGLE, ID 83616 p r%� WEST ADA 938-0013 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o rj LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA N o o N FIRE DISTRICT PLANNER/CONTACT MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. > N N JOYCE La o CLARK MERIDIAN LIV STEVENSON � z N BARON PROPERTIES LLC 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION �\ I FACILITIES AS APPROVED BY ACHD. IRRIGATION DISTRICT ' Sutherland Farm NAMPA MERIDIAN IRRIGATION 7. LOT 4, BLOCK 1 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY BARON Z r 1 Sub No. 1 DISTRICT PROPERTIES LLC OR ITS ASSIGNS. O `J ----- ------ a19 C2�__ 8. NO UNITS SHALL HAVE DIRECT ACCESS TO EAGLE ROAD. - j ' ' I 9. LOTS 2 & 3 BLOCK 1 ARE COMMERCIAL AND SHALL BE ZONED C-C -' - ''� �� '°• � 5 E. Publisher St. � ' �� B• _ - - - - � I �. ��, I 15• _ C22 C6 I � � I/p I L L \ _ E PUBLISHER LN.(PRIVA TE)- - - - - �-- ------ -- m 169' 110' 24' 51' I i ------ 1 n 5 -0 g'-p" 17'-0" 17'-0„ 8 -0 - I i i c26 1.75% 1.75% I i L-----J 15' I t 0.25% 2 -0 15'-0" 15'-0" 2 -0 f 0.25% I I r U W N I O i iI i I � DAX 4" OF -3/4" BASE , 4" OF -3/4" BASE 1 .08 acres LOPEZ 5' WIDE 5" THICKSOD \ 5' WIDE 5" THICK I " i ' i YSTANDARD W CONCRETE SIDEWALK 2Y2" ASPHALT PAVEMENT CONCRETE SIDEWALK (PER ACHD SD 709) 4" -3/4" AGGREGATE BASE GUTTER TYP (PER ISPWC SD 709) ROLLED CURB 6" -3/4" AGGREGATE ( ) ISPWC SD-702 SOD ' O BASE UNDER CURB 12" -6" PIT RUN AS PER ACHD ages 47' RIGHT-OF-WAY BLOCK 3 wBR aMsoN TYPICAL NOTTToESE STREET ' 1I I � 0 I I _ _ O CIDROW PL L 0 I I v 48' ROW 35' COMMON LOT UI 0 ' ' / �� .. �. 330' �-� J�� 16 ' 36'-0" 12'-0" 2.5' 30' 2.5' I 0 5'-0" 3H:1V NOTE: 3H:1V > T SEC 098 I SEC 098 SEC 098 EXISTING 2% 1 BSEE ERM DETSCAPE PLANS FOR AILS J LLC I LLC LLC it z 1'-DI MIN. FLAT EXISTING PAVEMENT 6" VERTICAL LANDING TYP EITHER SIDE 4" OF -3/4" BASE EXISTING AGGREGATE BASE CURB (C-701) 5' WIDE CONCRETE EXISTING BASE SIDEWALK (C-709) NOTE: MATCH EXISTING I STRUCTURAL SECTION IF I LARGER THAN SPECIFIED i Inglewood Place I NOTE: Sub. NO. 1 PINS (4) WILL BE SET IN SIDEWALK OR WITNESS CORNER MONUMENTS WILL BE UTILIZED (AT DISCRETION OF ACHD). 96' RIGHT-OF-WAY Q EAGLE ROAD 40 0 20 40 80 NOT TO SCALE DATE: 02-06-2023 SCALE IN FEET PROJECT: 27 1" = 40' c2o21-oSHEET S.20 S.21 S. 9 S.28 I v Q p U Bancroft Square Sub. CONDITIONAL USE SITE PLAN FOR = oM I LEGEND ARTISAN VICTORY MARKET �o a � .T C.� 00 0 _ BOUNDARY --- -- --- = N CD w LOT LINES A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 '� z ROAD CENTERLINE TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN 0 Z I U I I I IQ I I I z � n RIGHT of WAY MERIDIAN, ADA COUNTY, IDAHO Q O Oo w � w Q n LOT NUMBER 2023 �z <� Q w � Q _ �LL w w J O Q BLOCK 7= = BLOCK NUMBERow o o _ � Q J � o =w Q = EASEMENT - W•_OIA a CD�SHAUN EICHMAN I I I I I SETBACK W E CURB GUTTER & SW W 5 W. ASHTON DR. - Z U) STREET NAME - F iii I _ iii 1 HANDICAP RAMP - w o) s s s co W � o � 1111 I I I I I I ' iii � ii 1 BLOCK SEWER LINE _ Z ~ S1 16 1 ®1' ` ' iii 1 N ii 1 3 WATER LINE SUTHERLAND� ui LU / "l I ii STORM DRAIN LINE �� FARM NO. 4 1 / a, cj _ _ I 89 22 03 E 7 2.06 -1 IL J �, �, �, SUBDIVISION V w 413' -- --T-- -�--r- -- -- - - - PRESSURE IRRIGATION THOUSAND _ l 25r ERR RR .RR I J GRAVITY IRRIGATION SPRINGS 1 NO. 1 , I I FLOW ARROW I SUBDIVISION 1 N A[1L F 4( o �0 F 1 O O CELLI AK REVOCABLE �� _ S G � I I 1 � L FIRE HYDRANT �J I S N 'd x o W x o o NCROFT SQUARE �`` J I w � M o L1, C M O w o m o x o O LIVING TRUST CATCH BASIN G R F oa- o � ° o of -Uo � -� - o I 1 � w CW Ow C0 CC)M SUBDIVISION NO PARKING FIRE LANE SIGN II mo m � x ' I � m0 � � 0 \ bi � � o � i0 SUTHERLAND N r' " 0 m x 0 00 x \ \`' ``' IT' o ``' EXISTING WATER WELL ❑w THOUSAND ' L;-j o m 0 " 0 0° x 0 - SPRINGS £•� FARM N0. 2 > I KiJ l Id \0 3r I � FOUND ALUM. CAP OO VILLAGE SUBDIVISION � , q P,r � � � T O MONUMENT SUBDIVISION F I I I.• I \ p OF <i FOUND BRASS CAP E MACKAY DR 1 \ MONUMENT I I• •I S S 2 S 2 S 2 \ 2 S S N M0051038 MOOS�a3B BEDROOM MOO�1aB8 BEDROOM M009038 BEDROOM BEDROOM MOOSJ438 MOOS�a3B CHECKED BY: A A A A A I i :°I • • • •A A• • DOG PARK A A A WOODHAVEN - -m DAVID A. BAILEY P.E. (SUBDIVISION SUTHERLAND DRAWN BY: i II '°I fSJB S518 r518 BR1 BR2 S5�8 f5�8 BR1 BR2 SS18 f518 BR1 BR2 ADRIAN r DAB BR2 R9 • f 518 R9 • 198 MASCCRRo •I m FARM NO. 1 SUBDIVISION r- ---- ---- - - ------ ------ - - - -- - - 2 1/2" ASPHALT p I• I II I I I I I I I I I I I I I � I I I I Ih � ---- ---- - -1 I I o r"I P11P � PIP PIP P P , PIP � PIP � PI - � �' �' � � �' � PI (� "� ''�i 11 4" OF3�4" MINUS CRUSHED '�Cp c� < 1 - - -- - - --I - - --- -d� _J wools�a��a��a��b� �� b� o �� % III P P l P P 8, P 1I P PIP AGGREGATE O 1 N V 11 J L, -��-L-�-=- U/1i�l P P 1 - I II Z7 �� \ �j L _L_�_ ` M _ 331 c9 O O 12" OF 6" MINUS PIT RUN (PARKING) I E VICTORY RD ,Qq II '° I I I N 0 I I E L 0ON CREEK LN.(PRI VA TE) C'r,\ �C34 � 112' 0 1 ;I 0 9 T � I I T� T`I T I TT TIT T T 't- 7 TIT � ll.a 11 I I I r \1 2° P I P I P I P I P I P I P I P P t-1--r= -�L-2r��-t-,I TODD I I 1 F- 1 �� P PIPIPIPIPIPIPIPIPIr � P PI PI PIPIPIPIPIPIP fTl y N I - I I 11 HARPER PARKING LOT �\ J � PIP � PIP � PIP � PIP � Pu PIP ' Ir X 6' CJ \ \ \ L _ - II IIn JI - I anrn I cj \ ` -- - ---- - --�- -J - - `t `�\ ( SECTIONEl L?J8 Z?J8 L?J8 Z� 3 I - - I NOT TO SCALE VICINITY MAP II 'I t�a zaa ��a zaa t�a zaa t as zaa 1"=500' �. o - - / e 3 sae B�� E B - - ° ' W00?J038 WOO2J03a WO 3� 'IN 08GAB woo?JG3a w00�1a3a IM c� 0 2 2 I 3J�1l111J /M M\ C1ASV�E Sutherland Farm 2 2 2 I NIOOZJ03B Z S BEDI6= Sub. No. 2 2?J8 2�18 2�Ja 2�8 2�J8 22J8 1 BEDROOM ' I I DuB else PLAN SHEET NDEX .' .i � 1 /-/ res DUPLEX ®®® EKED SHEET D E S C R PT 0 N GRG GRG II•. I Qj 12Ll I Ll 1 m - THOMPSCN GRG GRG O - ® GRG 6 PLEX TOWNHOUSE GRG x p COO x o O 0 I ® ® GRG GRG GRG GRG GRG GRG STORAG M009038 -- o � -0 o o C D � i„ �G GRG P w 0J PP1 - PRELIMINARY PEAT - N W I P w IF o o a- m � � • I M00f103B 2 2 BEDROOM - �A I Q m x °' x X m woo�ale I. I �"' �w I w/ `�"� CUP - 1 - COVER SHEET INDEX VICINITY MAP 6-CAR GARAGE W/ STORAGE J J 9 :.; Saa rye P I 1 e 3 rfle BRII E B N OTES --- 7 F1 _r 14 Lo --- P 1� MARK CUP - 2 - SITE TOPOGRAPHY 1 \ -P I -P- 1 e-� P CAPPORELLI -P P ��a zaa ��a Zia 1 - II , ' e 3 sae e�� E CUP 3 ENGINEERING PLAN l • P 1 i �' o o • -P-� P 1 BEDROOM I • 2 BR3 d � ow I I 3 /M MOWN CUP 4 - SEWER PROFILES 3 I W0021038 W00?JG38 hl � � 1 1 DUPLEX 1 1 WOO�103a o w - I I Q "OOa03B Z S BEDIfOOR BEDROOM v+ v 1 -P- Z I - 2 2 } `' M 70 w • • 1 BEDROOM BEDROOM Z P � 0 1 - 1 m I Jae eme - - OS 1 - OPEN SPACE PLAN W I I 1 I O 22J8 2218 ---' x O I i I DUPLEX • BR2 BR1 � O I --- I � � P 1 ' ' � i � NOTES: BR1 BR2 t0 � u. Q 1 - I I P I I I I _ to e I IL-�-� I P 1 _ _ 10s' rv_ _ 24' 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. co -4 I N I (/) � _ I P 1 L_ _J °' 00 DAVID o . . • Q Ono GRG r- RODRIGUES 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. Iu00 - - o BEDROOM 0 00 x I w REFERENCE FIRM PANEL 16001 CO253J REVISED JUNE 19, 2020 a. ,. 0 w I - I iv I 3QV M \w w/ GAP" � � i---------------- _ u O00 o O iI �IIIII M o 70 w 1 ---i • I\ • l'fle BR1 • N 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES STREET 111 ,Z I 2,780 SF � C O 111°• i I \ �I-- . iii iii ----J o ;111• P I --- x��dnG• LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO N ' \ [ ' ■I : ' I - 1 P M o - - - CARPORT m P ; 'Il�li' • 1 - i ^ --P W0o2iG38 l 1 s N ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC , : I '� UTILITIES IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO co I I _ _ __ _ 1 Llu� I - 3 E -/-� 1 '., Y' o ' P - // ! 1 P I 1 ye 121e BISJ • THE REAR LOT LINE EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) w o °� ' �� ;, I ---- I FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY z ��• __ , P i P v Imo" i _____________ - - I1P I o 30 /M MB E LOT LINE NOT ADJACENT TO A PUBLIC STREET. x m o Illy° . I -P I I C W 0 B :klB elm CHRISTOPHER Z I --- --- -- III o 1 DOUGLAS 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z D 1 P 1 1 BEDROOM 1 F, x 0 m o DUPLEX I - - - - STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING F ------------- A I ---- I - ® � PERMIT. a g 6,00 3 F P �I 2 o w - - - - \ N LO P i F i BEDROOM .° � � I -- -- -- - - - 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o ,� I -P- j A m o son GRG LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA0 iii. ' --- • S N M0061038 S 2 BEDROOM MERIDIAN IRRIGATION DISTRICT. - - a N BR2 M008038 BBJ B�55 Z2J8 12i8 • 3QAfL10 �w w/ GN�/IBE cn o N • F] A y •y W00?J03a l I • • 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION > Pfle BR1 JOYCE 3 E w� z cv 29E] f518 3 E CLARK FACILITIES AS APPROVED BY ACHD & CITY OF MERIDIAN. a �21e BISJ 'io IIL< u 2 BEDESOOW W00�1G38 33' • • r S Z 47 /M M� wwloE BEDROOM 7. DIRECT PRIVATE ACCESS TO S. EAGLE ROAD IS PROHIBITED. ROII 03B Z S BEDWOR �) :' 1 I A it l I ^� u •I P PIP PIP P I P F',' • 2 2 S 0 w Sutherland Farm g ALL PRIVATE ROADS & DRIVE LANES ARE FIRE LANES AND NO PARKING IS ALLOWED JZIJ eISC as ' 1 , BR1 BR2 BEDROOM BEDROOM M009038 I J Sub No. 1 o a I EXCEPT IN DESIGNATED PARKING STALLS. 'NO PARKING FIRE LANE SIGNAGE WILL 9 A A A m o 1 DUPLE ( BE PLACED ALONG PRIVATE ROADS AND DRIVES. BR1 • BR2 BR1 • BR2 S598 • F5iH1 F] _C_ 2 -- __-- --_-- -- ---- ---- 9. PRIVATE STREET EASEMENTS SHALL BE PAVED SURFACE CAPABLE OF SUPPORTING GRG o Al. �1,v � FIRE VEHICLES AND EQUIPMENT. PRIVATE STREETS WILL BE MAINTAINED PER 2 I i III l i l i l i l E. Publisher St. MERIDIAN UDC 11-3F-3B-3, BY BARON PROPERTIES LLC OR ITS ASSIGNS. M0O36 S 2 BEDROOM P P P � � 3QAi1M w w c>rr>,RME c22 - O / F cbe clSc c9c CBC CLic CBC 21ol5ve C6 a rAe �' „ LL I� 10. UNLESS USED FOR IRRIGATION ANY WELLS MUST BE ABANDONED PER REGULATORY 1, •I \ -- - ______ __ I C - - J� 5d REQUIREMENTS WITH PROOF OF ABANDONMENT PROVIDE TO THE CITY OF MERIDIAN. 3 I E I .:1 P E PUBLISHER LN.(PRI VA TE) 8� 4 --- --- -- Uv P 0 - - - - 169'- - - - - 110' 24' 51• i III • I ---- u P O u II. al P m I 1M OWNER a P ®®® ®®® 1311313 -c26 / BARON TEN MILE LLC DEVELOPMENT FEATURES ---- m C ` c� c� O e --- 1401 17TH ST#700 _ TOTAL PARCEL- 13.60 ACRES 11 III ' i P z G) Q DEVELOPER DENVER CO, 2 00 pe .L c� TOTAL LOTS-6 PARKING FEATURES c�J RESIDENTIAL AREA- 11.94 ACRES-87.8% TABLE 11-3C-6 CO I T1 I m m >- p O (/) c� I BARON PROPERTIES. N ---- 2 0 � w O 0 �_ DAX INCLUDING: 1 BED UNITS REQUIRE 1.5SPACE/UNIT WITH 1 COVERED - U) 1401 17TH ST STE 700 EAGLE ROAD BUFFER-0.32 ACRES 2&3 BED UNITS REQUIRE 2SPACE/UNIT WITH 1 COVERED IL.1,6 P m c� LOPEZ o ° ----- 1 .08 acres 00 N 0 O I O m m DENVER CO. 80202 PUBLIC RIGHT OF WAY- 1.05 ACRES GUEST PARKING REQUIRED 1/10 UNITS W P �, z -0 o ENGINEER c� _ O m REMAINING RESIDENTIAL- 10.57 ACRES 11-3C-6G 0 --P- O O x O 26' 0 x m n C4 3 m DAVID A. BAILEY, P.E. COMMERCIAL USE AREA- 1.66 ACRES- 12.2% 1 BICYCLE SPACE PER 25 VEHICLE SPACES I P 1- 7I I BAILEY ENGINEERING, INC. INCLUDING lit PHARMACY CD x 00 00 1119 E. STATE ST SUITE 210 J EAGLE ROAD BUFFER-0.22 ACRES 62- 1 BED DUPLEX STYLE APARTMENT UNITS J z s 1^ J s EAGLE, ID 83616 REMAINING COMMERCIAL- 1.44 ACRES REQUIRE 99 SPACES TOTAL, 31 REGULAR, 62 COVERED, 6 GUEST w = _ 0 938-0013 PROVIDED 99 TOTAL, 31 REGULAR, 62 COVERED, 6 GUEST O 1 O ; BRADLEY lb I C co ' E3 WILLIAMSON C O O . SURVEYOR TOTAL DWELLING UNITS- 131 0 CD M O I 0 r'-1 IDAHO SURVEY GROUP UNIT MIX 29-2&3 BED BUNGALOW STYLE APARTMENT UNITS 1°0 ^ I 1 BEDROOM/1 BATH - 62-47.3% REQUIRED 90 TOTAL, 58 REGULAR, 29 COVERED, 3 GUEST � L LL I � I � � CODY MCCAMMON 10 iii CD c� I c� • 9955 W EMERALD ST 2 BEDROOM/2BATH - 21 - 16%o PROVIDED 90 TOTAL, 58 REGULAR, 29 COVERED, 3 GUEST CID CD � � BOISE, IDAHO 83704 2 BEDROOM W GARAGE 16- 12.2/o m m 2 BEDROOM/2.5BATH TH 16- 12.2% 16-2 BED BUNGALOWS WITH 1 CAR GARAGES PIP P P I P I P P I P I P QJ 208-846-8570 ( ) ®®® ®® ®® PLANNER/CONTACT 3 BEDROOM/2BATH - 8-6.1% REQUIRED 35 TOTAL, 16 REGULAR, 16 COVERED, 3 GUEST SPACES a � o 1 I 3 BEDROOM/2.5BATH (TH) 8-6.1 /o PROVIDED 35 TOTAL, 16 DRIVEWAY, 16 ATTACHED GARAGES, 3 GUEST I " ,I 0 ' 330' BARON PROPERTY SERVICES LLC IlkSPACES 1401 17TH ST, STE 700 BUILDING MIX 1 III N89'36'03"W 752.03' - L L 1s 0 C "I SCALE IN FEET DENVER, CO 80202 TOWNHOMES- 4-24 UNITS REQUIRED TOTAL SPACES 224 r- •. : 1 1" = 40' 1BR/1BA DUPLEX- 31 -62 UNITS 107 COVERED L._--= __- 1 ZONING 2BR/2BA SINGLE- 21 -21 UNITS 12 GUEST III` I - - �_-----,T .L O O III SEC 098 EXISTING-RUT II•� i SEC 098 ----------- ••I SEC 098 LLI .' LLC 1 I•..I LLC I LLC I 2BR/2BA W/GARAGE 16- 16 UNITS 105 REGULAR 1 PROPOSED- R-15&CC 3BR/2BA SINGLE 8-8 UNITS 11 BICYCLE SPACES 0 SEWAGE DISPOSAL MERIDIAN CITY SEWER RESIDENTIAL DENSITY: 274 TOTAL PARKING PROVIDED WATER SUPPLY - 9.6 DU/ACRES GROSS(13.6ac) - 78 SURFACE PARKING SPACES(2 HCAP) MERIDIAN CITY WATER - 12.39 DU/ACRES NET(10.57ac)W/O ROW, BUFFERS& - 88 CARPORT COVERED SURFACE PARKING SPACES (2 HCAP) 1 CITY COMMERCIAL - 40 ENCLOSED ATTACHED GARAGE SPACES ^' 1 - 18 DETACHED GARAGE SPACES '�r6 I Inglewood Place I I MERIDIAN CITY COMMERCIAL LOTS TOTAL- 2 LOTS TOTAL 1.66ac - 12 OPEN PARKING SPACES IN FRONT OF 6 TOWNHOUSE UNITS Sub. No. 9 1 SCHOOL DISTRICT - 50+ON STREET PARKING (TITANIUM & PUBLISHER) WEST ADA OPEN SPACE (SEE OPEN SPACE PLAN-OS-1) - 20 BICYCLE SPACE IN 2- 10 PLACE RACKS 0 1 I I FIRE DISTRICT MERIDIAN COMMERCIAL PARKING I IRRIGATION DISTRICT - 55 SURFACE PARKING DATE: NAMPA MERIDIAN 3-TOTAL TRASH DUMPSTERS - 1 BIKE RACK 6 SPACES 02-26-2023 cc IRRIGATION DISTRICT 2- MULTIFAMILY PROJECT: 1 - COMMERCIAL C2021-027 S.20 S.21 I SHEET S.29 S.28 v Q p . Q O i M O � O 0) v � N � v W �@ ■_ Z 3 Z 3 A+ Z = a 'aA = o LaiZ ZN W LU W D Z_ U) ._ ccU) - Z LLJM � o J U - w ui � O J V W c�S\o'AL FNG �G\srER�o'�� NQfT)RF1��-I r p FOF �� A.B P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES z 0 a U N W H W Q N_ o W p z w y w 0 d Q 0 0. 0 0 w d U w e > o z � Q 0 V) V) e � e � W Q � DATE: 10-11-2022 PROJECT: C2021-027 SHEET Q p U PRELIMINARY ENGINEERING FOR = o ARTISAN VICTORY MARKET ,Q,o N c I WCc A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 Z ~ q TOWNSHIP RANGE 1 EAST, E MERIDIAN MERIDIAN, ADA COUNTYIDAHO � g I I 2023 � 0. ! 11 1 \ I I I I I ii Ali I I I I SLOPE 1-4% „ W Z !1 ul u 2 1/2 ASPHALT 1 w BLOCK 3 4 OF 3/4 MINUS CRUSHED a " " W Z . I I W � AGGREGATE � ;L � 1' I n - I — o o ._ Zo n O�� LEGEND D 0 1+ = 0 12" OF 6" MINUS PIT RUN (PARKING) cc Z o M Y , LJ LJ O 6 • g • • �.. 8 Y �' c6 .• r6 -- -- --� W co � l o • �� 2s 9 • `�\ z6. , ODO BOUNDARY m o I� Y oX ow ow oW ox oW ° -\ o f o LOT LINES z Yt m\ cm w c x bW X o w 421 I o o� �� / oa �� oa �� III p� �m �o ROAD CENTERLINE ♦♦?++ N U) mp m: \ X0 ma Xpl w� mp I f Wj m ram\ I V Ni m O O -� XO ` m O D mp R/ PARKING LOT�1 ' '.. �o x� mo x��s�s RIGHT OF WAY is `1 :.�c • • ": III , • `I LOT NUMBER 0 _ _ _ SECTION BLOCK 7 III -.-.='- ---- - --�I ---------- BLOCK NUMBER — — 7P �pNA NOT TO SCALE EASEMENT � �14 IKA � ' 2 s 1 2 S 2 ` . SS SETBACKOA03 MS9�AflA& 1 EDROC� MOOA038 tdED�00fv1 M009038 BEDROOM ` ' M009038 M009038 �q q A A GP \ a A q CURB GUTTER & SW N � - • • \Il .'ll I Spa rAa S a ,.I r BR1 .. BR2 I SA8 rA8 BK1 BR2 S518 fA8 BR1 .. BR2 I STREET NAME W. ASHTON DR. ^I \ BR1 BR2 SA8 rA8 SA8 rSiB P/L , Wm I-a - - MP tf- ----- - - - -- HANDICAP RA ��—� ��3 - 1 �1� �1�, I P P P�P P�P I P�P I P . ovaols oao oao oao�a��a��ao '. '` r�- - _,-1=--=,__-lSEWER LINE S S* _ _-- � PlP EWER TER E�SEMENr � P — 33' 0„ 1'-a" WATER LINEIIT'�rI_-_I_-_� --_�=�-I--I--I--I-�- �-I--I----a-�-�r�� . o P I � IL� _ I _ER - I. 33Y SSMH Al0 / L L 5'-0" 17'-0" 17'-0" �� — w 0 n O 0) / B w— — SSMI� S� Pi P,—Pi -0" 8'-0' 5'-0" STORM DRAIN LINE o p 1 1.75% 1.75% PRESSURE IRRIGATION II :� o 2'-0" 2'-0" CHECKED BY: • s s e a a 15'-0" 15'-0" m m DAVID A. BAILEY P.E. 1� t 0.25% t 0.25% GRAVITY IRRIGATION �I A $ q DRAWN BY: � p I rf7 Y I —}$ I $ I I 417 i----- R -- P��P� APµ �P 1 m 0 « I I II q P � � � III �/ 2% 2% -�- DAB/DES xA � \ P IP}PIP} IP}PIP}PIIPc's� f FLOW ARROW a �� r I1•'.I � � I I I � I I�--� I � _ JI I \ FIRE HYDRANT 00 «`" s 4" OF -3/4" BASE 4" OF -3/4" BASE CATCH BASIN III I on I �, ` \ v zc �'` t�a as taa zaa I Tae zaa tba zaa hl Tea zaa 12l9 zba — 3 E III 5' WIDE 5" THICK SOD 5' WIDE 5" THICK STOP SIGN ` N o _I Q I I I C — �ZI9 BISJ — STANDARD CONCRETE SIDEWALK 2Y2" ASPHALT PAVEMENT CONCRETE SIDEWALK EXISTING WATER WELL o ROLLED CURB c o I o 00210 8 W0021038 I WO I W` 038 WOOa038 Y /� •\ (PER ISPWC SD 709) (PER ISPWC SD 709) I i m ; I I W ON038 I� c� o £ £ I � £ II £ s 4" -3/4" AGGREGATE BASE GUTTER TYP 1 I EP 8 £2I8 I I £N8 £2!8 I I £LT8 6£2!8 1 BEDROOM « 6 - . CAP IIOOal039 Z S BEDIIOG. 3/4' AGGREGATE AS PER NAMPA FOUND ALUM � 6 0 `, ( III BASE UNDER CURB 12" -6" PIT RUN I DUPLEX MONUMENT L• .I I res I ' 7 ISPWC SD-702 SOD I i o I I 1 II FOUND BRASS CAP 11 1 m « 47 RIGHT—OF—WAY MONUMENT 1 6x oW W , .. �� • o H B I L INFILL LOTS ao� \\ TYPICAL STREET SECTION I Moo�03a —`" I— P o -u o o o= D a; • ORG NOT TO SCALE PI N I w 3\ m O o -A \. o • IIOOIIQJe S 4 1 -9. A -r- 1- mo Xoo Xo X \ w X33df10 I \w w/ III — PPS- I i 0 m m NOOdG38 l « - ` • o :I SAe rya PI I I 3 CAB BR1 I T m 1 00 _ II P I / I L I� I r c « 31 - l21 - - - P _ _ _ I �� B{�J ROW PL E « i I P I `� o Co O X -- j r 1 BEDROOM I - - �- - 48' ROW 35' COMMON LOT y W008 38 I I c m �� - P DUPLEX 5 O D 1 ��/A J�OMW i P £ �NOOa038 2682� v o \ I -- I w� I P I \I �I i P • • « E � i SON) � 2.5' 30' 2.5' i P £88 ,-. . £LI8 ~-�- J x Y 00 p P r of - ----------- ---------- I 7 Lm 36'-0" 12'-0„ v • • \ r P — _P 1 1 n n n I 3H:1V 3H:1V - ------------_ --- I�--� -----d ----- 5'-0„ -- � H D1 106' - 4' L 1' NOTE: w wTw/ w I P �yy/r, EkSEMENT • Pt O Pi n Pt � ' ' EXISTING 2% SEE LANDSCAPE PLANS FOR -- -- P I o i1�10 oRO 6�n BERM DETAILS -----vim- -- - o W EDROWA p X LI III - 3QAlfil� \� w QARAOE \ Y \ c m O w - ------ ---- ----------� ___ J v o o a ` I P I I 1 .. I 1'-0" MIN. FLAT I I I seasF n rt X p m pp P -T / « f SS B1 CAB BR1 EXISTING PAVEMENT LANDING TYP EITHER SIDE I __��' ; ,, \I • -- I X33df10• a EXISTING AGGREGATE BASE 4" OF CONCRETE BASE « I P M CURB (C-701) 5' WIDE CONCRETE �I EXISTING BASE SIDEWALK (C-709) po NOTE: MATCH' P I 4�"0 E �� BKJ STRUCTURAL SECTION IF --- I _ - - I I' •a1 I I � j!iii� I I � _ � I I P � LARGER THAN SPECIFIED II I- 1 /JI► M\ III P ; c co m O w o 0 N0 E S �DIlOOR - - - - - Y° J = - 0l10 Q C� - - PIN ILL BE SET IN SIDEWALK OR WITNESS CORNER MONUMENTS WILL BE UTILIZED AT DISCRETION of ACHD . '. NOTE: E-0RQOM - - -'- - - S (4) W ( ) ---------- I P 00 m o O UPLEX rY ® � ! • s 6 « I P p W 96 RIGHT—OF—WAY WOs- LBEDR00�,A' 1 n wEAGLE ROAD res o I A \ a` m0 « i f � 1 �L ❑W BR1 .. 6 2 M009038 BB� BI55 Z2T8 lb8 • • \\ N \w w NOT TO SCALE X I L �• •d w002i \� �A9 U BR1 U fAa BED�OOW WOOa038 - 3 I I « f i. 1 ~ 1 BEDROOM .' Z _ - ps -- f A g • 7 — 6 1 PI 7II PI � 2 2 S Ox o BR1 •BR2 BEDROOM .' BEDROOM .' MOOA038 w o y ! ' I �a \ f �' k S 4K,,�.A7 P A A A m o 1 BEDROOM To \\ �f B •BR2 BR1 .�BR2 SA8• ffl8 DUPLEX — w I T SSCO P J71 --------- - �- �- ----- so PI ' ` iP�Qi iiPiPi NP�PIQ�QiP�QiiQ T^ /w cs N P _ r r Q Q q P e8e CII cbc 8c c8c e8e 2io�sdc , w M is a o w ---1--1-_I_�_ J --L= ----- --Y---I yd s = ==== z P _ s'�= w SSMH A4w SSMH A v ` W� o,/ ------- o = --- - _ 1 0 3 ^ - - �- - -- - - - gam - - - 2 00 � - - 110' - - gj a - -sN9 - - - - O O FIG./ ' s SERVICE LOCAnoNS D 0 BE O ` s—� s ° o s TO ; SMH 1 �MH A \\ ------ - - --`------ -----, 13 � --"-'--------- I$------ AIM � SSMH Al � z CONSTRUCTION DRAWINGS I I I of r1 QCO P N I L----U I 1 N Ih Lo y m c� o ; I o H 2 w o Z70 I \ r - O O N 0 I I � � i 13 I U 4� � O O N I N O O 1 -- _-•2- I I _ Ld w I I N - - - - - � -� I C9 0 I I \� rt W N N --yP, - \ g-acres n <r - o - - - -1 _ - - - - - - Z 2 I 0z r0 I o j m � � --- uj O N N ' .1 ' --7-------- -------- ---- --- 3 0 - x I I Cuz J X ---- r r -----,----T----r--- • Q F �y \ � s ��J� W ''1 P PHARMACY / KEYNOTES z N --------------------- -------------- 1 .1 OP \ .i�' 0 X p G� 1 0 O » •1 - o w z o I o s '� — 10 4 SEWER SERVICES (1 SERVICE PER BUILDING) b• .I w x ;3 001; 1 x res w W —w w w w w w w 20 3/4" WATER SERVICES PER MERIDIAN STANDARD h I O O F � � W- _ _ _ _ _ f�I 2682 �� I c� c I � cc � �26g2 I ° m 0 1 I 0 N 'a C3 �� DRAWING W1 1 SERVICE PER UNIT 1 14 Z y"' 1 I �6 O 3 SURFACE DRAINAGE SWALE WITH EXCAVATIONS TO 1 I FREE—DRAINING AS SHOWN. SEE DETAIL BELOW. II`: 0 3 1 IT �� V V �� s $ S II 1 C9 I N 1 TI O e yy \ a 1 Ili �, I IPIPI P P P I P I P , I I P - ' Ulm n PI n n PI PI PI PI �T p� n I _ ri +- ----- -- I I I I AS SHOWN: .iRf�----IRR-- ,� RRc\--,C-'C{�-p\R�\ \}\ n PI n n -- EGR - ® i - � � I I I I P I P I I I PII P I P I P I � I I P I I ---------- UNP--r- --r- I 50—YR RUNOFF VOLUME: f620 cu ft Y I I I I I I I I I I I I I II I III •`I C I I I I I SWALE CAPACITY: f854 cu ft 111• EGR - EGR— -- EG II I I I � II i(•1 I � I I�',II Ii iil I I I I I I I I I O O O I I OI O O 01 I OI 2 2 1 1 31—i I o I C I I I I I I 171 \ I \ I \ I ( I n I \\ II \ I NEAREST EDGE OF z z e z�8 i t 1 a 8 a 8 INFILTRATION LENS o 0 III III Ill l MUST BE 4.0 FT o o l l 1 1 0 FROM EDGE OF z I I z �I I i I III IInnII \\ III III BUILDING o o FOUN��l VVOOaa� � VVOOaQ19 I lyl VVOOaQ�� FROMDSTRUCTURALER wl 1 1 Iw �1 I I I I ENGINEER WILL BE I 8 I m REQUIRED z l N I z �+ I I I I o M I I l 3 7 s I l - 1 _ NO SOD OVER ao - INFILTRATION LENS U O 1 \O _ _ _ CREATE POSITIVE SLOPE OF 0.5% e e 1 MIN TO INFILTRATION LENS I I CONST. INFILTRATION LENS =-_-_ FILTER FABRIC SIDES & TOP „ OF INFILTRATION WINDOW 01) P -_-_- 12 MIN INTO x 0 f P -I ----- FREE DRAINING 0 W CO 2 EXCAVATE TO FREE DRAINING MATERIALS 50 0 25 50 100 1 � � ° C � I I I �P 2 (� Q WHERE INFILTRATION - - - CAPACITY OF LENS IS SWALE AS SHOWN F_ BACKFILLSPECIFIED.I REJECT 3.0 ft^3/ft SCALE IN FEET W SAND OR _ 1"=50' x 0 O x CRUSHED GRAVEL O O Q a o eI e - TYPICAL LOT DRAINAGE SWALE d 0 0 —NTS— W FNNN Q TYPICAL UTILITY SERVICE & UNIT DRAINAGE DETAIL 1 "=20' 20 0 10 20 40 DATE: 10-14-2022 NOTE: UTILITY SERVICES(S) AND LOT DRAINAGE VARIES BY SCALE IN FEET PROJECT: LOCATION AND WILL BE FINALIZED WITH CONSTRUCTION C2021-027 DOCUMENTS. DETAIL SHOWN FOR REFERENCE ONLY. 1"=20' SHEET Q p U PRELIMINARY SEWER PROFILES FOR = o SEWER U N E A P R O LE ARTISAN VICTORY MARKET co _ W A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 ■� Z 2700 2700 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Z SSMH A6 MERIDIAN, ADA COUNTY, IDAHO STA:7+50.27 2023 a RIM:2681.05 = Z INV IN:2666. 2 8"NW Lu SSMH A7 r+ W z STA:8+3 .07 INV OUT:266 .42 8"E W W RIM:268 .73 w 3 z 00 w Z o IN IN:2666.98 8"N 3 _ 00 00 ao 00 ■� Y ao INV N:2666.98 8 'SW M M Z 0 co a0 " r r � ao0 W � � 2690 `o INV 0 T:2666.88 "SE - 0' c0 . o M 2690 � 04 SSMH A8 � 0 100 0) 0000 N N � C� � cco XIST SSCO � � rn 0 N + (0 " rn c0 c`! S A:2+00.00 V °m o o � N STA:9+01.21 -.4- z z Q 00 `V � R M:2682.10 MN - - � I'7 RIM:2680.57 SSMH 5 + co z ' _ � � » > _ ,� N z o a + ao » _ U) N - o zzz INV IN:26 3.61 8"W co 0 INV IN: 667.36 8 N STA:6+92. 1 N - - - Q " N o SSMH A9 INV OUT: 667.26 8"S RIM:2681. 7 �' ~ Fy Fy z z (n(~n 0- Z z V) cn z RIM:2680 10 7 INV :2666.18 8 srE� �, INV IN:26 8.88 8"E INV 0 T:2666.08 8 E - - - - - - --- -- - -- - - � ° � INV OUT:2 68.78 8 S _ - - ---- - - [j�l�> I KF SSMH Al - - _ -- --� -- - - - - - - - - - - - - - - STA:2+13.66 _ _ _--- - - ---- - - - RIM:26 2.27 y U P� 2680 ` - - - -- -- - �- - -- - 9 2680 INV OUT2663 67 89E °q�o a BP`��, CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES 315 LF 8" VC ®0.62% 335 LF 8" PVC 00.42% 2670 ' 1 LF 8" PVC ®0.42 LF ' 13 LF 8" PVC ®0.42% 62 F 8" PVC ® .429. 122 " (66 LF C-C) PVC 0 54 LF _ (58 LF -C) 157 LF 8" PVC 00.42% 51 LF 8" PVC 0.42% (1 1 LF C-C) (55 L C-C) 12 LF 8" PVC ®0.42% (16 LF C-C) 2660 2660 2650 2650 16+50 16+00 15+00 14+00 13+00 12+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 SEWER LINE B PROFILE SEWER U NE C PROF LE SEWER U NE D PROE LE SEWER LINE E PROFILE 2700 2700 2700 2700 2700 2700 2700 2700 SSMH B2 w S A:5+91.67 0 z aca RIM:2680.94 a Z 0000 00 M INV IN:2666.57 8"N w cn C) to INV OUT:2 66.47 8"S SSMH B3 3 cn 00 ? 00 w o N STA:6+51.9 00 00 00 00 c0 z 00 SSMH E2 o 2690M 0) �; N N TA:4+45.90 INV co SSMH Rl 21N:2666.92 8"NE 2690 2690 N o ui ui 2690 2690 0 2690 2690 N N N 2690 N o N a + 00 z z IM:2682.18 INV OUT:266 .82 8"S �j N rn 0 0 N Lo Lo coo RI67.482.1P0 a o = MN - - � N � � INV OUT:26 7.48 8 N > •• •• INV IN: 665.86 8 N QMppN N � moo " NH N00 CCO z cnH � » > + cpZ Z + t0 `! zzz INV IN:2665.86 8 W S MH B4 SSMH Cl = 't N _ _ o SSM D1 2lnN - - O z z cocoo � C0 'D . � - - - STA:6+92.25 mQ » > STA:3 29.54 maw » > STA:3+18.83 Q + CZZ � SSMH E1 INV OUT: 665.76 8"S :267 NNEzzz RIM:2 vNi ~ - - - _ R =I-N - - o � /� INV IN:2667.19 8"E " • " � > > > RIM:2681 03 V „ SMH B5 I V OUT:2666. 1 8 N INV OUT:2666.59 8 E V M E z z z INV OUT:2667. 9 8 SW TA:7+96.26 _ __ - INV IN:2 66.79 8"S Li -- ---- ---_ W IM:2676.92 ---- - _ - - ---- INV OUT: 666.69 8" � ---- ---- I V OUT:2667.83 8"W - - -- - - - _ - - 2680 2680 2680 2680 2680 2680 2680 2680 - y L 0 Q 2670 2670 2670 2670 2670 2670 2670 2670 0 ° W J (104 LF C-C ° ' 1 C-) 2_42L C-C)FC-" C 9 _ (146 LF -C) 56 LF 8" PVC ®0. 2% L36 LF 8 PVC 00.427. 0 (60 LF C-C) (40 LF C-C) 36 LF 8" PVC 00 42% (40 LF C-C) V / 2660 2660 2660 2660 2660 2660 2660 2660 o w 2+00 3+00 4+00 5+00 6+00 7+00 8+00 2+00 3+003+30 2+00 3+(M� 19 2+00 3+00 3+52 z Z Q Q VI W Q HORIZONTAL SCALE 1"=50' VERTICAL SCALE 1"=5' DATE: 50 0 25 50 100 10-11-2022 PROJECT: C2021-027 SCALE IN FEET SHEET 1"=50' up -n M E Bancroft Square Sub. OPEN SPACE EXHIBIT FOR = Il I ARTISAN VICTORY MARKET ,a,o l " N T _j A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 •i Z . I =�= I I Il a I I I I I I TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN •,_�= IiZZ Q L � MERIDIAN, ADA COUNTY, IDAHO-z Uo w = w 2023 z Q _Lj =� I Q O _ O J Q InO m w g Q _ ZQw SHAUN E (nQ � n W o 3 c� I EICHMAN N.ILU E LEGEND z •- MENEM D iii I I I I I I BOUNDARY --- -- --- •� C3 ai CO LOT LINES _ _ _ W a o BLOCK 3 ROAD CENTERLINE J cn - S1/16 iii I iii RIGHT OF WAY �_ Uj Uj I I I 89'22�03"E 7 2.06' � 1 �' LOT NUMBER � V w 413' .r ,. NE >::w- •»;. _-...,. 25T — BLOCK NUMBER BLOCK 7 :,..:. . :. .,.. EASEMENT LJI I SETBACK NAL I 0 1 O O • � • LJCELLI AK REVOCABLE SS\ FNG I x X o OL p CURB GUTTER & SW F. i O m x o T 'I w O x 0 S w I O O 10 I I LIVING TRUST G C i J m J rr w c rr1 p IiJ C m 3x 1 o W Cl)M o x o m W. ASHTON DR. o0 omE � o o � vo mJ mo m J Cm m J Cm STREET NAME w � w � rn � wz � oa � 70 :k: ow ° o ow mo ;11 mo mo Xo mo o m mp w � � � w r � HANDICAP RAMP N r,, i I KlJ l� kJ q = x � � x � mo Xo mo Xo SEWER LINE g g S ::: IF •� 3 � • • � � WATER LINE W W W I ;7 ;7 Irl F OF O I'a.•I O r I - STORM DRAIN LINE �. z — RI RI RI �/p A. B P� / - - - - — PRESSURE IRRIGATION S -- S / - 2 I .1 S 2 \ •.4�1- 2 IRS IRS IRR MOOSta38 M005�a38JMOOR9038 2 S BEDROOM MOO9a38 BEDROOM BEDROOM / 1 I • 1 A A A A •'�` / BEDROOM M0051a38 M005�a38 GRAVITY IRRIGATION • • • • A• A A / CHECKED BY: I 1 I'• 1 • �� A A A FLOW ARROW DAVID A. BAILEY•P.E. / FIRE HYDRANT DRAWN BY: F98 R98 f518 BR1 BR2l S5�8 f5�8 BR1 ° . BR21 SSJB f518 BR1 • BR2 '. � • • • ADRIAN � j BR1 BR2 SSJB f S18 S88 f 518 MAscoRRo CATCH BASIN ® DAB/DES II I % r------ ------ - ----- -- - - - - - - �%/ STOP SIGN // - - -- --- --- - EXISTING WATER WELL II I I I I I I I I I I I I 1 ,• - o ®�® PIIP � PIP � PIP � P � � PIP � PIP � PIP � P P � P1P � P1P0PIP �CI�;; ovboisoaooaooaooaooaoobo� �� ;;�I a FOUND ALUM CAP �� 8 Ipip , O 1 04l- -I�-i-� - - ----'--------- �_ _ ;I V �o P I �i i I I 1 11 1 � P ,� P PAP P P P � PI P / -- - +_�_-�_�-�1 P MONUMENT i L ---------- / I e FOUND BRASS CAP C 1 - - - 331� ' MONUMENT E L 0ON CREEK LN.(PRI VA TE) - - - - - - - „2' - - ------ 1 T -7 1 1 ---ITT---- -- - T �� I� T �' 1 / ----- J --I I T � I / I i ----I�--- I - 7T�T�� r - =�__�_ =r. = =��--1 TODD m � y 11 �� 111 I P I PiPiPiPiPiPiPiPiPiPiiPiP x II I I, I I HARPER r .I 6' 0 I I I I I I I I I I I I I I I 1 11 1 II 11 p z c0 I I f f _ i1 1, L?J8 Z2J8 L�JB Z?J8 Inll L?J9 Z�JB L�JB Z2J8 I�nil L?J8 Z?J8 L2l8 Z?J8 — • ..._ .. .. .. .. ..,, •.�. � � LINEAR PARKWAY LANDSCAPE STRIP 3 II I Lae �J - :1 U) 0 II AOO?Ja39 hOOd039 WO /n� I / , I I 0?Ja38 I I W00?Ja38 W00?Ja38 '" UDC 11-4-3-27 C4 OUTDOOR COMMON OPEN SPACE m II I I I I /M M\ eVIIIII Sutherland Farm I IIOOPJ039 Z S BEDIf00M1 Sub. No. 2 / �I 2?J8 I l 1 22J9 2?J8 i 1 22�8 P�� 1 BEDROOM Due (:8C UDC 11-4-3-27 C - COMMON OPEN SPACE AREA 7.7 res DUPLEX / jl 11 li o I I ( h FRED UDC 11-4-3-27 B.3 - PRIVATE USEABLE OPEN SPACE THOMPSON IE° .1 II OX Opp �f pX p J • 0 S II P Of _jOw Cm Ow Cm �� coo o 0901 GRG j: MO 0 59 a 3 8 -�'I--I d i P w CT D o v' MOIDAM S 2 BEDROOM — A ' NI ti m o x o m M O o w X3�dfla• m 3QAf1A0 W W QIIRAIOE • Pi p Xp OX m m , _I_ Q P W0021a39 L :I Spa rye P; , 1 • :- g IA8 BR1 1 • I --I- � 1 k •.• 3 E Bl :..: I11 ,M — MARK OPEN SPACE �I Pi i i CAPPORELLI :a� Z218 L219 Pi I i i L?J8 Z2�8 � I2J8 Z2i8 I I 1UE -* P ye 3 LNG 894 E -p H -- Ir^ • - I P I 1 __-- • UDC 11-4-3-27-C1 P; v J 1 1 I 0 1 0 --- 1 1 BEDROOM I I I � x 0 -- I I P o PEN SPACE HALL EXCEED 1 F R AREA I I O S C S C 0/o O GROSS b I '1 0 1 M e11L4V10E r� C rr1 Ill P I DUPLEX 3fyltil►a �M � ( ,� 0'0�1038 - Pi W Ii I WOOd(138 : ' W00�1a38 m J I - I v+ 1 --r Z I I ~r o m T 1 I P • • ` : Q NIOOQIO� Z S BEDIf00N1 GROSS MULTIFAMILY AREA 10.89ac(WITH EAGLE ROAD BUFFER OF 0.32ac) 1 4 W I Z -Pi- I I O 22�8 r' 2218 X o J . m I -+ m : :' JZIJ U CLSC — OPEN SPACE REQUIRED 47437sgft or 1.09ac ----- ::- - ----------- - I OPEN SPACE 49174sgft OR 1.13ac P PARKWAY OPEN SPACE 13160sgft OR 0.30ac TOTAL OPEN SPACE PROVIDED 62334s ft OR 1.43ac ---------------- ��. ... *11" I CN q L---� �' - - - _ I -P I I - - - �_---=_===_ 1 106' Iv 24' cC DAVID P I ��n GRG pp UDC 11-4-3-27 B.3. r. 1 �' - Ii RODRIGUES --- i 1,; r�-- • t I Q ; S 2BEDROOM 80 sf of Private Useable Open Space required per unit. I = I - - I�H n o ai o x i 1Ff W Each Unit has a patio or a balcony = I fop .,. I o w ---- ------y�----- ---------- - 3QAfIA9 �W W/ GARAGE p Y I O r - r, 0' J I P I \ prj Detached units have private yards 70 -� N — ,w---��=� -� - X p m o P P 8 O I c�I • PfIB I 8R1 • Private yards I __ I I --- J O Minimum size- 92 sf I -� n F� F r • -T X3�dna i-- - �_ �Fc;;r►� �''' 1 I -P-4 ;° -P- W00?Ja39 L rkr I �' J o — Maximum size- 177 sf P 1=fi1 ti ��r 3 I I I : (n Average size- 143 sf _ . . P- P- 3 n E Private Open Space(Patio&Yard) --P- �r �8 �218 BKJ vI o• :I — p 1 �� rt � � � Minimum size- 171 sf w it• 1 _ I- o �' %� I P I P I /M Ml 01ASK'JE Maximum size- 723 sf z I— ------------- r---, ' `... Ilb: I P I a o COo X : t5 11100lJ= Z S BEDIf00N Average size- 353 sf o f O _ CHRISTOPHER g O v I C M w :? Total Private Useable Space-46610 sf-355 sf/Unit - o w I DOUGLAS w � 1 BEDROOM r � o g o O m t — — — O X 0 I• - i DU LEX P 0 I I r 1 1 Average Private n Unit T I ° e a e ate Open Space b U t e � 1° • g p p Y Type I -I — I I - I I / o z g II : I I _ I I 1 Bedroom U 6 00 I /F P o ............................................... I • II . I t w I 3 to In I II- I J Patio 137 sf w I I / I p� 0 I I I w 0 II BEDROOM ..................... I m w z ��n cRc :: Average yard size-372 sf o 0 m III• I l I I % Average private open space-509 sf 0 I I MOOpil . 2 BEDROOM k 1 W � � / / Q 2 Bedroom a r N N BLit I / BR1 BR BLS. Z218 L?J '�I � w w Qi1RAR>iE II 2 9 N M005�a38 � �• o I / — o 0 II -- l I-- Patio 177 f II -- ..... X3�dfla ato s N N L A • W002ia38 L e • �f18 BRA • JOYCE Average yard size-421 sf w d 'I d d / N� Z k / :•:::•::•::......... ,•;:, 3 E CLARK Average private open ace-598 —I I :. :::::... 2" �S5�8 f 518 BED�SOOW W00?Ja38 i 3 g p p p t0 47' - r S Z I 2 Bedroom with Garage BEDROOM / rri � - II / Patio 150 sf I I — 11 � I I . I I I I I I I Average and size 498 sf / 0 9 Y — F x Sutherland 2• Farm P PIP P P 1 P 1 � % • 2. S O w Average private open space-648 sf BR1 BR2 BEDROOM BEDROOM M005�a38 o J : Sub No, t e �' \• / A A A m 1 BEDROOM k I 3 Bedroom �s w � — _____ ' P • • • m O DUPLEX Patio- 137 sf W ----- - 116' cue �/ F ' ---- Average yard size-544 sf I � > BR1 BR2 BR1 BR2 S5�8 f5i8 �_ �; I =========== Average private open space-681 sf 6-Plex Unit — -- --� _1 ---- - -- -- - - E. Publish _ - �• _ _ _Publisher $t. Patio 92-94 sf I P I P I I P � � I _r_ -� r-- --� c6 Yard-0 sf ,il I— Q ! Q Q P Q i1 i eye eye eye eye eye eye alobve I ........... __-- __----__J _ ,^ j I— o _ _�-_ �____- ___ ____________ P �8 E PUBLISHER LN. PRI VA TE I S r I :.:: ------------- UDC 11-4-3-27 c4. 111 ' , — II _ _ _ < _ )_ _ _ _gam Q — I P C7 169, - - - - � •' 250 sf per Unit 500-1200 sf O �, 110' a' S1' :fib 350 sf per Unit>1200 sf —I P / ' : .� Ir- '1 O <-J,' ` - i " 91 Units @ 250 sf/unit=22750 sf P r -- I Ito 40 Units @ 350 sf/unit= 14000 sf I® al P Total Required 36750 sf-0.84 acres I it `li I P m I Common Open Space Provided Mill '°I Z I I -- as shown 39262 sf-0.90 acres 0 II Q II N --P_ O � C7 I C) � i I I p I DAX I C3� �` CO 1 c� LOPEZ I P G7 I O I I 1 r N I — .08 ac es , I W W �L// I \ N O 1 = P n - I = I�I I b I F- --- z c� z r O I � � — P �+s -- I CDpof 3: �I X � i 6, � X III"•..� --n- I 1 I II II f PHARMACY - 0 1 I 1 (' p p >R: I II�•.I I i i fY w � � I it � � • : n .� ' - ua .I O J z c� c� s i O. s w _ I I I i � 3 W BRADLEY 1J • CO V) p 01- N I ' Q WILLIAMSON �+ a0 I I I I ` I—_ o \ i \ � � CD I 0 W — I -- - II P P 1 P P P P U ®®® ®0 - - I ®® II 1 - - 06'Ilk I a Ills..' N89'36'03"W 752.03' I II ••I I 111•� i SEC 098 --------------------ll •.I SEC 098 I Ili SEC 098 0 LLC I l••°I LLC I I LLCZ V) I II 'I I III III :� I III W I I Inglewood Place I I Sub. No. 9 I C`t I I I I 0 DATE: 022 40 0 20 40 80 PROJECT: PROJECT: C2021-027 SCALE IN FEET SHEET 1" = 40' KOS — 11