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HomeMy WebLinkAboutArtisan Victory Market Pre-plat C� M E Bancroft o N Square Sub. Curve Table PRELIMINARY PLAT F 0 R a) Curve # Radius Length Chord Bearing Delta V N 0) C1 50.00 35.55 34.81 N70'15'42"E 40'44'30" ARTISAN VICTORY MARKET SUBDIVISION ._ _C� C2 100.00 39.30 39.05 S79'08'22"W 22'31'10" L Z 3 A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 4) Z w_ C3 100.00 39.30 39.05 S79.08'22"W 22'31'10" TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Z _� Q � J I I I I Q I I I IiI N I O I O I C4 50.00 23.21 23.00 S72004W 26'3547 MERIDIAN, ADA CO UNTY, IDAHO o z w o L�j � a-1 Q m � � O 2022J w o> w o z Q C5 150.00 106.66 104.43 S19'4418E 40'44 30" Q _D � w Q _D W Z NJ Z wSHAUN Q = C6 150.00 37.03 36.94 N33 0211 W 14'08 43 CD EICHMAN C7 150.00 67.95 67.37 N12'59'08"W 25'57'24" L_Q C8 150.00 30.70 30.65 N05'51'25"E 11'43'42" _ _ _ , Z cc C9 150.00 29.64 29.59 S06'03'37"W 11*19,19" - Z � I I I I I I C10 100.00 37.61 37.38 N79'37'33"E 21'32'47" j ~ vi BLOCK 3 _ U) S1/16 I SUTHERLAND - w W C11 100.00 36.90 36.69 S79'25'22"W 21'08'24" FARM N0. 4 I °' a 423' C12 113.00 44.41 44.13 S79'08'22"W 22'31'10" SUBDIVISION w 257' - - - THOUSAND I _ C13 87.00 34.19 33.97 S79'08'22"W 22*31'10" SPRINGS J � I N0. 1 , II CELLI AK REVOCABLE C14 20.00 31.27 28.18 N44:48'15HW 893537H NO. o ' ��g\ONAL FjVG,/ LIVING TRUST C15 20.00 31.64 28.44 N451845 E 903823 / U I NCROFT SQUARE �G\STFR� ijiF C16 63.00 44.80 43.86 N70'15'42"E 40'44'30" SUBDIVISION a N � SUTHERLAND II C17 173.50 34.28 34.23 N06'03'37"E 11'19'19" THOUSAND ;,� FARM NO. 2 DPI U SPRINGS ,SUBDIVISION r C18 126.50 25.89 25.85 N05'51'25"E 11'43'42" VILLAGE I 3 \C1111 C19 126.50 88.54 86.74 SUBDIVISION 09 OF N20 03 29 W 40 06 07 D A.e4.23 acres E MACKAY DR C20 173.50 123.37 120.79 N19 4418 W 40 44 30 II C21 37.00 26.31 25.76 N70'15'42"E 40'44'30" I N CHECKED BY: DAVID A. BAILEY P.E. so. II ADRIAN C22 87.00 34.19 33.97 S79'08'22"W 22'31'10" IWOODHAVEN y DRAWN BY: MAscoRRo (SUBDIVISION SUTHERLAND DAB/DES ` C23 113.00 44.41 44.13 S79'08'22 W 22'31 10 Fn FARM NO. 1 C24 20.00 31.56 28.38 S4511'45"W 90'24'23" ;0 SUBDIVISION C25 126.50 89.95 88.07 S19'44'18"E 40'44'30" i 'I it rII; - ----------h-------- --------------aa#--------------------------------------------------------- ------------------------------------------------- E � A• � - ' 1 II C26 173.50 121.43 118.97 S20'03'29"E 40'06'07" - - - - - - - - 331' - - - C27 76.50 28.77 28.60 N79'37 33"E 21'32 47" IE VCTORY RD LOON CREEK LN.(PRlVATE) 2s8' 'c4 _ _ _ - C28 123.50 45.57 45.31 N79'25'22"E 21'08'24" I � r--------------------------------------------------------------------------------------------------- ,-------------- O I C29 76.50 28.23 28.07 S79'25'22"W 21'08'24" ---- � -------� i TODD I N6, HARPER C31 123.50 46.44 46.17 S79'37'33"W 21'32'47" )LL o \ C34 173.50 33.67 33.61 S06'09'44"W 11'07'05" ko � \ I C36 126.50 25.00 24.96 S06'03'37"W 11*19'19" VICINITY MAP BLOCK I Sutherland Farm 1 "=500' Sub. No. 2 I PLAN SHEET NDEX ' I BLOCK EKED � THOMPSON I I I I c" SHEET DESCR PT ON PP1 PRELIMINARY PLAT j N CUP - 1 - COVER SHEET, INDEX , VICINITY MAP , I � I IM MARK NOTES CAPPORELLI ^W Parcel Table CUP - 2 - SITE TOPOGRAPHY Q Lot Area Description CUP - 3 ENGINEERING PLAN I ' I i O I i j - - BLOCK 1 Lot 1 4.21 Acres MULTIFAMILY CUP - 4 - SEWER PROFILES vi I BLOCK 1 Lot 2 OPEN 0.45 Acres BUFFER OS - 1 OPEN SPACE PLAN - BLOCK 1 Lot 3 4.23 Acres MULTIFAMILY NOTES: ------ -----= - -=---- - DAVID RODRIGUES BLOCK 1 LOT 4 0.84 Acres PRIVATE ROAD 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 0 s 189 ; O '---L---------------------------------- i BLOCK 2 Lot 1 2.26 Acres MULTIFAMILY 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. m 7 , / .21 cc-cs BLOCK 3 Lot 1 0.55 Acres MULTIFAMILY REFERENCE FIRM PANEL 16001 CO231 J REVISED JUNE 19, 2020 o ; `c N I i M 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET m 3 I I LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO 4- aco ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC C4 ' �i UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO .v o - THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) m o CHRISTOPHER FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY z `° , DOUGLAS LOT LINE NOT ADJACENT TO A PUBLIC STREET. z r---------J I � 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE a N STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING v PERMIT. o i 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA N a 0 MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. > a JOYCE Lv o CLARK 0:: z 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION i FACILITIES AS APPROVED BY ACHD. I I Sutherland Farm 7. LOT 2, BLOCK 1 IS A COMMON LOT & LOT 4, BLOCK 1 IS A PRIVATE ROAD LOT. Z r 1 I I i BLOCK Sub No. > BOTH ARE TO BE OWNED AND MAINTAINED BY BARON PROPERTIES LLC OR ITS0 `/2 ASSIGNS. C28 J 8. NO UNITS SHALL HAVE DIRECT ACCESS TO EAGLE ROAD. j yo E. Publisher St. i 15' C27 C ct, P/L P/L R I I I ------------- 15 yo 1 -O» M I I - ' 1,_O„ -------- 8 �� -- --- 33'-0" W I I I _------ C,2 n ad ---- _ _ I{/ C29 x V) 5'-0" W - - - - - - -------------- o '32' - 8'-0' E PUBL ER LN.(PRIVATE) C3 a S1' - - - - 1.75% 2'_0" 5 2'_0" 1.75% 1 '-0" 15'-0" 0.25% 0.25% v , a 15, C310.84 aC -- 298' C23 _2% I cco 4" OF 3/4" BASE SOD 4" OF -3/4" BASE b I U 5' WIDE 5" THICK 5' WIDE IIRET5 SIDEWALK HICK Li DAX CONCRETE SIDEWALK STANDARD MI I LOPEZ - 2Y2" ASPHALT PAVEMENT ROLLED CURB & (PER ACHD SD 709) (PER ISPWC SD 709) 4" -3/4" AGGREGATE BASE GUTTER CHD ' I I 6" 3/4" AGGREGATE W BASE UNDER CURB 12" -6" PIT RUN AS PER ACHD I � n ISPWC SD-702 SOD 47' RIGHT-OF-WAY Q I N OO TYPICAL STREET SECTION of �^ 0.55 acres NOT TO SCALE I BRADLEY ---� ' WILLIAMSON I I o I r---J 0 -- U BLOCK j 2 --- U 512' r 1 - -- -- _' 168 ZONING OWNERS \,J I EXISTING- RUT BARON TEN MILE LLC o PROPOSED-R-15 1401 17TH ST STE 700 T SEC 098 I SEC 098 SEC 098 DENVER CO. 80202 J LLc � LLc LLc SEWAGE DISPOSAL MERIDIAN CITY SEWER DEVELOPER Z 0 BARON PROPERTIES LLC W WATER SUPPLY 1401 17TH ST STE 700 MERIDIAN CITY WATER DENVER CO. 80202 V / I , CITY ENGINEER cl Inglewood Place I DAVID A. BAILEY, P.E. Sub. No. 9 MERIDIAN CITY BAILEY ENGINEERING, INC. 1119 E. STATE ST., SUITE 210 SCHOOL DISTRICT EAGLE, ID 83616 LA WEST ADA 938-0013 FIRE DISTRICT PLANNER/CONTACT DATE: 10-14-2022 MERIDIAN BARON PROPERTIES LLC PROJECT: C2021-027 S.20 S.21 IRRIGATION DISTRICT 40 0 20 40 80 SHEET NAMPA MERIDIAN IRRIGATION S.29 S.28 DISTRICT SCALE IN FEET 1"=40' I v Q p U Bancroft Square Sub. CONDITIONAL USE PERMIT 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 ,� II � I I III I I I I I � I RIGHT of WAY MERIDIAN, ADA COUNTY, IDAHO 0- Q LLI � OIn OOw ILLJ 0 0 LOT NUMBER 2022 a �7 0 z � n U 17 J Oz ILLJ0 � BLOCK 7_ z; O DQ Q D � Q BLOCK NUMBER <, W �° �� Q EASEMENT J QSHAUN Z CD EICHMAN SETBACK LU CURB GUTTER & SW W 5 III I III I W. ASHTON DR. - Z U) c STREET NAME - iii I +° iii HANDICAP RAMP - w SEWER LINE s s s W < o N iii BLOCK 3 W W W SUTHERLAND J 0 - S1 16 WATER LINE 50 50 5o W '• i �il I I 11' ' FARM N0. 4 � "' J STORM DRAIN LINE I I (D I I�o i —— —— — ��_ _ __ I__ 89'22 03"E 712.06' I °I I° I SUBDIVISION I � Q a'23- — '— -- -- — -- -- PRESSURE IRRIGATION _ w 257, — — — THOUSAND h GRAVITY IRRIGATION SPRINGS I l Alf FLOW ARROW N0. 1 { I SUBDIVISION o � )NA F FIRE HYDRANT / �J I S N 1 o O gLJ CELLI AN REVOCABLE ."I Lj :2 & - L] [I o w o W �c °M o w 00 o x 0 m 1 o m o LIVING TRUST ® NCROFT SQUARE o CATCH BASIN R F o � o � ° o � � � o 0 -w� � o � � cW o1x11 c� CO SUBDIVISION �I ]f w w rrrl O m O o m I s o -U o o -I o NO PARKING FIRE LANE SIGN - a m o m o M r m SUTHERLAND N II II • I O x m O O v w N r �7 f x o 00 x o m m m x o m o X Oo XI IN WA W LL ❑W - SPRINGSD £°�II FARM NO. F1 E_' F I � FOUND ALUM. CAP OO VILLAGE ` SUBDIVISION , q Pr �N T MONUMENT SUBDIVISION a 113 \s — — FOUND BRASS CAP E MACKAY DR I q�lD A.6PN� qo�na_ S 2 S 2 a( cs S 2 ul 2 MO 38 M009G3 SMONUMENT 8 BEDROOM MOO�la38 BEDROOM M0051a38 BEDROOM DOG PARK S INFILL LOTS N CHECKED BY: BEDROOM M0051a38 MOOS1a38 I _ _m DAVID A. BAILEY P.E. `I •A 0A A• A A A A 7,290 sf �' A A A • • • iW00DHAVEN DRAWN BY: ADRIAN SUBDIVISION SUTHERLAND I lii ••I S518 f518 S518 P518 BR1 BR2 S5�8 f5�8 BR1 • BR2 SS18 • f518 BR • BR2 � _ e �. \ BR1 BR2 R98 rHa S88 198 MASCORRO ,. 17, DAB •I m FARM NO. 1 r- ---- ------ ------ ---- - - -- - ---- - \, - 2 1/2" ASPHALT p SUBDIVISION Illimll Ir 11 II a 4" OF 3/4 MINUS CRUSHED I \ � P � P PAP � JI � � P PIP PIP P8PII P II " ��I � AGGREGATE I N - -- - ---- -� w- --I - --I-- - -�I �P P P P P P P �(����� wools�a��a��a��b� �b� pb� cz� ��� P �� P P P P ! P P ! P - ! G' ° �' I II — I — 344' -�_ -- -+- --�-�-w — _ _ c� 1 12" OF 6" MINUS PIT RUN (PARKING) E VICTORY RD _c O�O� I \ E L OON CREEK LN.(PRl VA TE) N �,6 - _ - `j - - - 112'j _ - I I I I I I I I I I '�� ` I PIPIPIPIPIPIPIPIPI � � PIPIPIPI PIPIPIPIPIPIPIPIPIPIPIPIPIPIP r -r= - -2 -c��Tr��--r--I TODD , fl \\ I 2 N I I II HARPER PARKING LOT PIPIIP � PIP � PIP � PIP � PuPIP / - l�•'.II xc� 6' � BEDROOM \ � — A L-I - --I - - --I - I-JI - O • \ \ _ I SECTION ' II I z 1?J8 Z�8 1?J8 Z�8 1�18 Z2J8 1210 Z2J8 1210 Z�19 1�J8 Z?J8 BR1 BR2 3 n E NOT TO SCALE VICINITY MAP o � e B — - 1»=500' I I I :• I II. •I C�J cCn I 0 W00?Ja38 WOO2Ja38 WO 3� 'Wd080AB WOO?Ja38 m 0 2 2 WOO�la38 I 30V MJ /M III M\ C'r<4rOE Sutherland Farm 0 2 2 2 2 Z?J� 1�J8 I MOOa03B Z 3 BEDWW Sub. No. 2 2�I8 2�18 2218 2�8 22J8 22J8 I o �� e� o PLAN SHEETNDEX- Oj YYtJC7�R!3 8 O Z BLOCK 2 ERED SHEET D ES C R PT O N GRG GRG 1 ILI [ :2Ir - THOMPSON ® GRG GRG GRG GRG f00 w 0 OJ 00 w CD O 0 m 1 0 0 ® 6 PLEX TOWNHOUSE ® GRG GRG GRG GRG GRG GRG STORAG P �, , • I DAD GRG � � PP - 1 — PRELIMINARY PEAT rrrl 0 m o N MOOf103B S 2 BEDROOM — 0 T,�T �' P o x � m x3�dna \w w/ c�Ar�IcE CUP — 1 — COVER SHEET INDEX VICINITY MAP47�_ 6-CAR GARAGE W/ STORAGE 0 ,�:� Imo_ --- mo x mo xo 0 to N CK m Q o G' O O m m W00?Ja38 I, i i r r 9 m m N e 3 �Ae S BR1 E NOTES jl. •I m V - II � P • Ito I MARK -------- ---�--------- -- __ GAPPORELH CUP 2 — SITE TOPOGRAPHY o P - o4 J - of - ^�1 3 E I� P ®,; m W C140 CD ---- a sae n BIs� CUP — 3 ENGINEERING PLAN � Nam i i 0 -P- MO ;;a (A i - 1 BEDROOM ' Q /M M\ C'VIS�E CUP — 4 — SEWER PROFILES 2 BR1 ® BR3 3 EBEDROOM �~f _ A BEDROOM o I L-P P 0 00 I ^ •DUPLEX• MOOaQ3B Z S BEDlf00M BEDROOM 2 OS1 — OPEN SPACE PLAN G I i l k m m m � � --- � m � � � 0 II i �I � p �a�U CISC p 1 BEDROOM W I I D P m m 1 i I DUPLEX • B vj I i� J P I NOTES: BR1 BR2 BR2 BR1 BR2 II - co ' - - 130' _ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. \ DAVID I I N e'KIe7 S GRG00 b 2 _ o W o0 o x M00�39 s � 2 gEpRppM RODRIGUES 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. in _0 00 I w REFERENCE FIRM PANEL 16001CO253J REVISED JUNE 19, 2020 � - Q s - - - 1as' p ��m v. c s � � ' Aw w/ Ou °`Z o W 04 I m o • �A8 BR1 - 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET I ____ ® VERTICALLY INTEGRATED � N III °'I ' �. - I x3 dna 3 E — — — LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO L CARPORT u TT� m i WOoda38 1 I o ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC ® U U 3 I o 0 m s I it ' 1S _ occ N UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO o co I ° P a 3 Lab BISJ E THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) I '.° ' • P 12 M ' I FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY 1 BEDROOM F, --- O 00 °° o i _ i 3W&W /M M\ GCE LOT LINE NOT ADJACENT TO A PUBLIC STREET. --- m o DUPLEX P M _P_ r� c� L---L MOON= Z S BEDW= CHR STOPHER Z iii° :I ---" I P o N o - I 1 BEDROOM o �e�, L'�' a DOUGLAS 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z L< .� P --- m Y] m 1l --- P m m m m DUPLEX I STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING F P --- _ • N PERMIT. I P 0 Y�I iii.= non -P- I - - -- - - - - — 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o ` --- LJ Ll :E ° 090 S GRG ° LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA G) c P 1 — J N I M o x o m LJ o x o o x -1 MOOf103B S 2 BEDROOM MERIDIAN IRRIGATION DISTRICT. w Q O W 0LLJ 0, 3awAD \w w/ GARAGE cn -0 � —� -00 � J -0C) � w I ; 0 1 O 7- o m r � o 0 r o W 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION .i 0 N N m 0 w rrl w r,1 w g �A8 BR1 B JOYCE 3 E W o k .'I x m o x o m o x oo m # 3 � E CLARK FACILITIES AS APPROVED BY ACHD. a9 4a8 BISJ • B z �' I � � x3idna 0 W00?Ja38 1 47 3ty11M /M M\ Ovum r 33' 7. DIRECT UNIT ACCESS TO S. EAGLE ROAD IS PROHIBITED. MOOZI03B Z S BEDIfO0N1 c� p x — 0 CD � Sutherland p OHIO CIS: o OPEN SPACE land Farm g, ALL ROADS & DRIVE LANES ARE FIRE LANES AND NO PARKING IS ALLOWED EXCEPT u .` CD 6 Sub No. 1 „ u `! o � BR3 BR3 BR3 BR3 BR3 BR3 ' �' / /,� IN DESIGNATED PARKING STALLS. 'NO PARKING FIRE LANE SIGNAGE WILL BE 0 lJ , \ 2 PLACED ALONG ROADS AND DRIVES. - I ' I c� 1 3 3 3 3 3 3 v W BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM ® c2e ----- C CD 4-o 1 BEDROOM I E_- _==-- _=== 9. PRIVATE STREET EASEMENTS SHALL BE PAVED SURFACE CAPABLE OF SUPPORTING u L o I01 � DUPLEX ® "—ARE VEHICLES AND EQUIPMENT. PRIVATE STREETS WILL BE MAINTAINED PER ORG GRG y 26' BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 • moon 3B S 2 BEDROOM I ' I e _ E. Publisher St. O MERIDIAN UDC 11-3F-3B-3, BY BARON PROPERTIES LLC OR ITS ASSIGNS. \w w WAGE jSS SS J� p S 10. ANY WELLS MUST BE ABANDONED PER REGULATORY REQUIREMENTS WITH PROOF OF g rf18 BR1 B r° 'I P P P P P P P P P P P P P P P P P - F17P ' P ," P � P � P � P � P � P � P � P � F ABANDONMENT PROVIDE TO THE CITY OF MERIDIAN.I _ kj� --- ------ -- C72 P cI I I I I I I 51' E PUBL ER LN.(PRI VA TE) g' IM - �li: 0.84 acres ---__ C31 DEVELOPMENT FEATURES - 3 16-2BR UNITS WITH GARAGES: G) a I I e TOTAL PARCEL- 13.60 ACRES I. Ij � �� GRG GRG GRG GRG GRG GRG STORAG P s P I P s P I P ll I. - 'I i i i-] P P P P P P P - REQUIRED: 32 RESIDENTIAL, 16 COVERED, 2 GUEST r00 7 I c, I I OWNER TOTAL LOTS-6 ` 1`1)CIDu . w- L_ w �_ ____ _ _ - EACH UNIT PROVIDES 1 SPACES IN EACH GARAGE PLUS 1 j/J }„ II _ BUILDABLE LOTS-4 � - -- - - -- - - - -- - - -- - - ao i" _ BARON TEN MILE LLC m m PARKING SPACES IN EACH DRIVEWAY. I II I c� 26 �" I M 1401 17TH ST#700 NON BUILDABLE LOTS (EAGLE ROAD BUFFERS)- 1 DAX - PROVIDED TOWARD REQUIRED- 16 SPACES, 16 COVERED, 4k CIDI II'°•.I rn � � PRIVATE ROAD LOTS- 1 I II I O C LOPEZ DENVER CO, 80202 :2 0 GUEST SPACES o V m W EAGLE ROADBUFFER 3.44 ACRES-3 3% DEVELOPER W I` °, O � "'�00 BARON PROPERTIES. 0 104-BUNGALO STYLE UNITS: 0 X o 0 0 0 0 0 0 PUBLIC RIGHT OF WAY- 1.05 ACRES-7.8/a O _ N m m m� - N o m N V m o _ N o m N m o � m N� �',N 3 m 1401 17TH ST STE 700 -REQUIRED : 208 RESIDENTIAL, 104 COVERED, 12 GUEST ° .•1 � o � 0 w � � w W w DENVER CO. 80202 o n m °' m m m m m m m m m m m m m m m m ' TOTAL DWELLING UNITS- 138 -PROVIDED 208 RESIDENTIAL, 12 GUEST lit I a ENGINEER UNIT MIX -24 IN DETACHED GARAGES u z o �^ CS DAVID A. BAILEY, P.E. 1 BEDROOM/1BATH - 58-42% -80 IN CARPORTS oc � m m N H 3 m BRADLEY BAILEY ENGINEERING, INC. 2 BEDROOM/2BATH - 44-32% 1 ' m C � o ' \ / Q 1119 E. STATE ST SUITE 210 0 50+ON-STREET PARKING AVAILABLE ON TITANIUM AND 0 y. WILLIAMSON 3 BEDROOM/2BATH - 18- 13/0 1 CA IM co EAGLE, ID 83616 TOWNHOMES- 18- 13% PUBLISHER I� 0 1 � ! 0 0 0 0 0 0 E M 938-0013 o G� m M V) N a m m�� N m m M V) TOTAL PARKING PROVIDED- 274 TOTAL PARKING SPACES I� � � N l� � � N h 0 SURVEYOR BUILDING MIX w III I G� � � � w � w � � wa. -76 IN ENCLOSED GARAGES m m m m m m m m m m m m m m m W IDAHO SURVEY GROUP TOWNHOMES- 18 -80 IN COVERED CARPORTS � BL 0 e e e 9955 W EMERALD ST 2BR/2BA A SINGLE- 12 - 118 SURFACE PARKING J W I Iii•' ,i _ 512' BOISE, IDAHO 83704 2BR/2BA B SINGLE- 16 -50 ON-STREET PARKING (ADDITIONAL NOT COUNTED) - ,se' -31 DRIVEWAY PARKING (ADDITIONAL NOT COUNTED) � iii •, i � N89 36 03 W 752.03 208-846-8570 2BR/2BA W/GARAGE 16 1 PLANNER/CONTACT 3BR/2BA SINGLE 18 Z (.°..I 40-TOTAL BICYCLE PARKING- r-- BARON PROPERTY SERVICES LLC I II; I ' `°' °• ' 'I' RESIDENTIAL DENSITY: 10-OFFICE/CLUBHOUSE V` 1401 17TH ST, STE 700 SEC 098 SEC 098 I SEC 098 30-RESIDENTIAL 0 0 DENVER, CO 80202 - 10.15 DU/ACRES GROSS - OPEN SPACE (SEE OPEN SPACE PLAN-OS-1) 4 -TOTAL STORAGE UNITS (16 STORAGE ROOMS IN EACH OF III I LLC I II I�••°I LLC III LLC I III' 1 I I. .I 1 Iii ZONING TOTAL REQUIRED PARKING : THE GARAGE BUILDINGS) EXISTING-RUT PROPOSED- R-15 RESIDENTIAL PARKING-TOTAL REQUIRED PER CODE: 3-TOTAL TRASH DUMPSTERS ' SEWAGE DISPOSAL 1 BEDROOM-58 1.5 PER= 87 SPACES W/58 COVERED 3- APARTMENTS �I MERIDIAN CITY SEWER 2 BEDROOM-56 2 PER= 112 SPACES W/56 COVERED VALET TRASH SERVICE PROVIDED Inglewood Place I WATER SUPPLY 3 BEDROOM -24 2 PER= 48 SPACES W/24 COVERED Sub. No. 1 1 I I MERIDIAN CITY WATER GUEST PARKING @ 1 PER 10 UNITS= 14 SPACES CITY REQUIRED TOTAL: 261 SPACES- 138 COVERED MERIDIAN CITY PROVIDED TOTAL: 274 SPACE 156 COVERED OR GARGED I SCHOOL DISTRICT PARKING PROVIDED: I I WEST ADA 18-TOWNHOUSES: DATE: FIRE DISTRICT - 18 UNITS 2 SPACES IN GARAGES PLUS 1 PARKING 06-05-2023 1 MERIDIAN SPACES IN DRIVE WAYS. PROJECT: cc IRRIGATION DISTRICT - EACH TOWNHOUSE PROVIDES 2 PARKING SPACES IN C2021-027 FF GARAGES AND 1 PARKING IN DRIVEWAY 4O O 2O 4O 8O NAMPA MERIDIAN -PROVIDED TOWARD REQUIRED 54 SPACES, 36 SHEET S.20 S.21 1 I IRRIGATION DISTRICT COVERED, 18 DRIVEWAY PARKING OF WHICH 2 S.29 S.28 SCALE IN FEET I PARKING SPACE WILL BE GUEST SPACES UP - 1" 40' v Q p U Q 6 i M O � O 0) v � N � J N W @ ■_ Z 3 Z 3 A+ Z = a 'aA = o W Z ZN 61J UJ Z Easement/Agreement _descril2tions: a C6 z w M Ll W Qco Title information provided by First American Title Insurance Company, y J g S.20 S.2 File No. NCS-1089537-0O3 Commitment Date: September 16, 2021. ? Ui J � � < Schedule B-Part II Items 1 through 10, 12, 17 through 24, 28 (� W r 1�' through 33, 37, and 38 relate to general exceptions, taxes, liens, w i reservations, assessments, unrecorded rights and financing and are `] not plottable. 1Q Right of way for South Eagle Road. ��S�ONAL FNC/ Exception 11 - Plotted hereon o� G\STE�, 2� LLI a J LYn Y 2. All matters disclosed by a record of survey recorded June 29, 200Q a� �� CL� ¢ W N 1 Storm Drain Manhole o w -i < i 0 w Y under recording no. 100050710. . , f W � �W Li ¢ Z0 V) ZO .�' o r- L� ¢ - _ ' z ¢ ¢ ¢ �,o � ch Exception 13 Not addressed b this survey. h -. . I � Q Rim=2679.27 'z a J z � '-� F u z¢ �� oLO �Ld oz P Yi lrri ation Box w z,1, 0 a 0 a -J Z o o a- ¢ � g == ¢_ {n= -,< LJ � m0 �� ¢� �� z QEasement i 9 P 0 � 0 �, u,, a = ,� �, including terms and provisions contained therein: TF �O 4B.0 SHAUN Rim=2682.22' 1 p OF 1 � Recording Information: 105067197 y ��, I EiCHMAN 12"ADS I.E.(N)=2677.01' Sewer Manhole In Favor of. Ada County Highway District ��D A.BP v 1 l 12 ADS LE.(S)-2676.51 Rim 2678.35 . For: Right-of-Way 10 60 180 Project Area E. victory Rd. I 12"PVC I.E.(W)=2676.29' I.E.%)=2669.20' 1= Exception 14 - Plotted hereon. _..._.... __ LEEi Approx. abandoned well P.O.B. Vj BLOCK 0 30 120 CHECKED BY: y Sip location per owner Parcel II Li " Q Easement, including terms and provisions contained therein: DAVID A. BAILEY P.E. L1 O P S89 22'03"E '752.06' 15 ADS �E.(S)-2673.98' Recording Information: 1 061 2481 9 SCO�e. �" = s�' DRAWN BY: �%� In Favor of: City of Meridian DAB/DES 282.00' P.O.B. p Irriga n �� 470.06 /h1 For. Sanitary Sewer and Water Main �� Blo ff ti� �: Drain �eldea � `.Parcel I gZ 6 \ Exception 15 - Plotted hereon. �5• '�- � i 2680 CELLI AK REVOCABLE ITT1 ttj LIVING TRUST Q Easement, including terms and provisions contained therein: A L. Ill T717� I I © ��'.+�J u,S � Septic Tank Lid 3__ LP Recording Information: 106124820 - V1. ,�o co -0 In Favor of: City of Meridian Legend 1 w Parcel I of Nr } s Landscape Wall For; Sanitary Sewer and Water Main Vicinity MaD Q io a �2820 S. Eagle Rd. 0 �x x x x " Y 5 `O ----� max-- -" n o x x ` Exception 16 - Plotted hereon. O Found 1/2 Iron Pin, as noted -NTS- 8.0 I •� -��-� w -•"�60.76'�rr+ r 0 SHEC� �,, z I 6. All matters disclosed b a record of survey recorded January23, Found 5 8" Iron Pin, as noted Sanitary Sewer v Bu'ldin Height a 99, �+ Bom I Y y / Easement 1 g g , 25' a1 y Septic Tank Lid ". 2008 under recording no. 108007992. I =17.0 I 2119 sq. ft. o? y x \\\� 30 CMP Riser Exception 25 - Not addressed by this survey. Found Brass Cap Monument 1 1 Co. ~T^� } ADRIAN Rim=26133.12' '��x Landscape Wpll I' I. 60 7g' -1 4 12"CMP l.E(�}=2681.61 MASCORRO 7. Extension of Domestic Water and Sewer Service outside Meridian City QQ Found Aluminum Cap Monument g7.97 $ - �r�3 - 282'00" -i1.44' x� x x x x ` as I Limits Agreement and the terms and conditions thereof. Q Calculated Point I N89 22 03 W r' 1 50 �,, _� Between: City of Meridian C14 �'' s And: Marty Thomason: ® Set Bench Mark I I EP EP1�G � 4724Kennel Irrigation Box " \ J RecordingInformation: 110043924. 1 0 I Building Height q ft. R1m=2683.28' \ g Excetion 26 - Not plottable. © Gas Meter . VVV E=erty Description 1 1 3 I =14.6' tJ 3.93' t2"ADS LE.(S)=2681.4$' • 12"CMP I.E.(W)=2681.53' tw ^{ � Gas Marker I 12'ADS INV=2678.41' 97.90 x l ► �. ` X TODD 8. Extension of Domestic Water and Sewer Service outside Meridian City The land referred to herein below is situated in the county of Ada, state of ID, and is 48 I 11.50�x1 �"-Ste`el�Riser '� - �- 'Po HARPER Limits Agreement and the terms and conditions thereof: _ �-x--- i x ® Water Valve described as follows: x----x � '�` --x -x _x x Between: City of Meridian Irrigation Box e y x x Parcel I: Rim-2680.97' i `,� Irrigation Pump ; ��x And: Marty Thomason 9) Water Meter i Recording Information: 110043925 That portion of the Southwest Quarter, Southwest Quarter of Section 21, Township 3 Inverts not accessible ► " g P P S.D' ;' Parcel If �► � 12 ADS INV=2681.26 `� Exception 27 - Not plottable. ® Water Manhole North, Range 1 East, Boise, Meridian, being more particularly described as follows: E Q 2820 S. Eagle Rd. Sutherland Farm !! x Sub. No. 2 Q Easement, including terms and provisions contained therein: Fire Hydrant Beginning at the Northwest corner of the Southwest Quarter, Southwest Quarter, of Q g `� -10"PVC INV=2681.82 r Recording Information: 105126604 Section 21, and running thence East 330 feet, Drop I ! FRED in Favor of: Ada County Highway District ® Water Spigot thence south 132 feet, 04 1 I For. Public Right of Way Sanitary Sewer THOMP50N thence West 330 feet to the West boundary of Section 21, Easement I x a� Exception 34 - Plotted hereon. �w Water Well thence North along said West line 132 feet to the point of beginning. I i P.O.B. J j 10. All matters disclosed by a record of survey recorded January 23, f Power Pole Parcel 11: i, Parcel IV I 2008 under recording no. 108007992. That portion of the Southwest Quarter, Southwest Quarter of Section 21, Township 3 Parcel III - 1 " �• I �` Exception 35 - Not addressed by this survey. ® Power Meter North, Range 1 East, Boise, Meridian, being more particularly described as follows: 10 RCP INV-2678.87 x Drop 0 STP I.E.(W)-2681.89 F MARK 10 " CAPPORELLI 11. Extension of Domestic Water and Sewer Service outside Meridian CityPower Junction Box Commencing at the Northwest corner of the Southwest Quarter, Southwest Quarter, "L" � - I 96 --- _ �_ x N89'22 03 W 752.06 - - _ x _ -x_ - x - - x _ _ x - - x x x - - - - - - Limits Agreement and the terms and conditions thereof: ❑ Section 21, Township3 North, Range 1 East, Boise-Meridian, in Ada county, Idaho, ; cv "q4'�" a 272.00''. t � - - - p Telephone Junction Box 9 Y m ^ x \ 480.06 Between: City of Meridian thence East 330 feet to a point, to the real point of beginning, thence East 470 feet 1 o- -� � \ And: Marty ThomasonUtility Box to a point, v I_ OD 26.08 Drain Fleld 44.34 1 i \.\ \. N Recording Information: 110043925 thence South 327 feet to a point, W I r, n Per Owner ' Building Hei ht C" Exception 36 - Not plottable. thence West 800 feet to a point on the West section line of said Southwest Quarter a g g \\ © Monitor Well N I 3 o m =11.7' 3 x Southwest Quarter, v, O W thence North along said West section line 195 feet to a point, c p Benchmark N 1 o x�` cD ;•� o i �� 1` DAVID 0 Storm Drain Manhole thence East 330 feet to a point, `a o Parcel III ° W RODRIGUES Notes: N Chiseled X" In sidewalk 2910 S. Eagle Rd. cola \m Parcel IV � Catch Basin thence North 132 feet to the real place of beginning. m Elev.(NAVD88)=2681.11' Q 2A,g6' o �� T.B.D. S. Eagle Rd. ,�� io m 3 Co :� N 1. The underground utilities shown have been located from field .� Sewer Manhole I I O x z iv Irrigation Control Valve Box Excepting therefrom that portion conveyed to Ada County Highway District by warranty Gip 1 Z \- O survey information and existing drawings. The surveyor makes deed recorded May 26, 2005 as instrument no. 105067197, records of Ada county, N R1m=2681.04 12 CMP I.E.(E)=2680.45' ;i `eR no guarantee that the underground utilities shown comprise all Idaho. 2 O I.E.%)=2674.10' Building Height i \.� '� 1 G such utilities in the area, either in service or abandoned. The Pressure Irrigation Valve v Q P.O.B. =11.5 x Vy surveyor further does not warrant that the underground utilities co O x \`\ 3•71 o Clean Out Parcel III: m O Parcel V L3 O " \ shown are in the exact location indicated. although he does Part of the Southwest Quarter of the Southwest Quarter of Section 21, Township3 Z ...r. _x 272_0O _ x�_�-,_ _ _ x�, S89'36 01 E 752.03 _ _- (Note 8) certify that the are located as accurate) as possible from 0.46' L4 x - - - _ _ _ _ _ _ _ _480.06'. _ __ _ _ _ _ _ _ _ _ CHRISTOPHER y y y p ❑o Mail Box North, Range 1 East of Boise Meridian, Ada county, Idaho, more particularly described- f 0 N8922'03"W 752.06' \. - - - - DOUGLAS information available. The surveyor has not physically located as follows: (Note 8) I no X. the the underground utilities. i• „ Property Boundary Line Storm Drain Manhole ® X �. Beginning at the Northwest corner of the Southwest Quarter of the Southwest Quarter Rim=2681.14' z° „'�. `68 -- -- 2. Address of surveyed properties:2820 S. Eagle Rd., 2910 S. Adjoining Lot Line of Section 21, and running thence; w Eagle Rd., 2960 S. Eagle Rd., 2990 S. Eagle Rd., 3020 S. Eagle South 327 feet to the real place of beginning; 1 \� Rd. - - - - - - Parcel Line thence East 320 feet; 26.61' : X thence South 136.125 feet; JOY CE 3. The subject property falls in CommunityPanel Number ..................... Tie Line thence West 320 feet; n m o0 Fire Pit _ 1 CLARK 16001CO253J, National Flood Insurance rogram, Flood Insurance o thence North 136.125 feet to the real place of beginning. i ci o Parcel V �, z6�; rn I Rate Map, revised and effective June 19, 2020 and is in an --- Section Line a cD 0 cD r7 2960 S. Eagle. Rd. , `ti 6 Sutherland Farm area designated as Zone X or areas of minimal flood hazard. � Less and excepting that portion deeded to Ada County Highway District in warranty I ti Sub No. 1 Right-of-Way Line 0 deed recorded September 22, 2005, as instrument no. 105138471, records of Ada 1 26.46' ` �\ 5. Gross land area = ±13.60 Acres o county, Idaho. I ��/ �' - - - Centerline 6. Vertical datum: North American Vertical Datum of 1988, " E. Publisher St -------------- Easement Line �w � Parcel IV: w ��-_ �. 10 RCP INV=2682.67 , - - • _ contour interval 1 . a Building Height Part of the Southwest Quarter of the Southwest Quarter of Section 21, Township 3 '� � =1� �. ® �' \ 12"CMP INV=2682.28' '�1 � O N � North, Range 1 East, Boise Meridian, Ada county, Idaho, being more particularly - `� 7. The subject property is current) zoned RUT - Rurual Urban ss-- O Sanitary Sewer Line w/Manhole > 1602 sq. ft. ~ Je P P Y Y W o described as follows: L5 ® Transition. Pursuant to Table A Item 6 no zoningreport was X z _ _ _ _ x _ x x ^x------x _ x_ _ x- S89'36'01"E 752.03' x x x x x x x _ x Sewer Cleanou provided o e urveyor. Pe t da si p th -x x Fence - - - - - - - 40.17' Building Height - - - - t s r e County Web to e Beginning at the Northwest corner of the Southwest Quarter of the Southwest Quarter - ~- Rim=2682.02' minimum setback requirements for said district classification: 1 9 -- _;2.0 14.32 \.•, (E}=2663.61' - - Domestic Water Line of Section 21, and running thence; 1 ""in in 1528 s ft. LE. South 327 feet; 48.0 0 o q' 'r+ ` Minimum street frontage = 250' v 1 House 25.51 Parcel M m 9 Gas Line L thence East 320 feet to the real place of beginning; Go I 00 �]w Building Height in 2990 S. Eagle Rd. �1 >. Sewer Manhole Maximum building height = 35' r thence East 480 feet; P.O.B. ``�' cv �_• '� Rim=2681.09 thence South 136.125 feet; - =9'77 _ - vp Overhead Power Line • Parcel VI <D w I. W =2663.02 thence West 480 feet; 40,17 - 363 sq. ft. 14.25 ,� DAx ( } Front yard/side yard (local street} = 25' ---__----___ �- - - x -�_- f LOPE' Front yard/side yard (arterial/collector street) = 30' Subsurface Pipe thence North 136.125 feet to the real place of beginning. L6 1 ;.'; S8936'01"E 752.03' -� �'� - Side yard, interior = 25' s ft. Building Height Side yard, local street =20' Tvd Top of Bank Parcel V: Sewer Manhole 0 355 qI g g ya { )- That portion of the Southwest Quarter of the Southwest Quarter of Section 21, Rim= 6 Building Height - -24.27 =11.25' Rear yard = 25' _.. _.. _..._..._..._ P 2682.61' - •!t g g o 14.65 15"CMP INV SE -2682.52' Bottom of Ditch Township 3 North, Range 1 East, Boise Meridian, Ada county, Idaho. more particularly j� �� 11.2' `. 24 38' 40.11' 1226 sq. ft. ( )- I.E.(CL)=2672.90 I _ described as follows: �I _ >s .m Y °� ��. "�`�, Parcel ? ^0 6. There are no parking spaces on said property. Curb, Gutter 0 O ��+ o BRADLEY 9 q o 3020 S. Eagle Rd. o WILLIAMSON U, a and Sidewalk Beginning at the Southwest corner of said Section 21; thence North along the Bom. 1A x x ��0 7. No evidence of recent earthwork or construction at the time of Wester) line of said Section 21, 887.48 feet to the real point of beginning; o w 3.85' LI. a? �" �1 I: 8"PVC IN V=2fi82.95` the survey. J y Sewer Line (D 0 1 J Buildin thence East 800.00 feet to a point; cD ?� 1 � �x ti g thence South 163.62 feet to a point; 300.37 �� p �� 246 sq $t 40.05 - f _ �_. �i 12"PVC 1NV=2683.30' 8. overlap in parcel boundaries per descriptions provided. thence West 800.00 feet to a point on the Westerly line of said section 21; 1 `�' J - thence North alongsaid Westerly line of said Section 21 163.62 feet to the real I ESP Y , EGR r f. . N89 3fi 03 W 752.03 place of beginning. � '�, Irr. Pump O 1 Irrigation Box Less and excepting that portion deeded to Ada County Highway District in warranty EGR SEC 098 -EGR SEC 098 O Utility SEC 098 I Grate=2685.28' deed recorded September 22, 2005, as instrument no. 105138472, records of Ado LLC LLC 1 Stub LLC 12"PVC I.E.(N)=2683.22' 0 county, Idaho. Storm Drain Manhole x2 " Y i Rim=2683.53' � Storm Drain Manhole x2 12 PVC I.E.(S)=2680.25' �' Parcel VI: { Rim=2683.84' it A tract in the Southwest Quarter of the Southwest Quarter of Section 21, Township 3 1 Irrigation Box N0. REVISIONS BY DATE North, Range 1 East, Boise Meridian, Ada county, State of Idaho, described as follows: 0' Inglewood Place i Grate=2685.81 ' 0 Sub. No. 1 8"PVC I.E.(SE)=2682.71' Beginning at a point on the section line common to Sections 20 and 21, Township 3 IDAHO 9955 W. EMERALD ST. North, Range 1 East, Boise Meridian, which is 660.48 feet north of the section corner l BOISE, IDAHO 83704 common to Sections 20, 21, 28 and 29, Township 3 North, Range 1 East, Boise Certificate Of Sur-yeyr Meridian; SURVEY PH. (208) 846-8570 thence North on the section line 63.38 feet; To First American Title Insurance Company and Northern Land Holdings LLC. thence East 800 feet; I FAX (208) 884-5399 thence South 63.38 feet; I Line Table This is to certify that this map or plat and the survey on which it is based were made in GROUP LLC VVM.IDAHOSURVEY.COM U W thence West 800 feet to the place of beginning. O accordance with the 2021 minimum standard detail requirements for ALTA/NSPS land title surveys, Excepting therefrom that portion conveyed to Ada County Highway District by warranty Line Bearing Length jointly established and adopted by ALTA and NSPS, and includes items 1, 2, 3, 4, 5, 6(a), 6(b), 7(a), deed recorded September 1, 2005 as instrument no. 105126604, records of Ada 7(b), 7(c) 8, 9, 11(as to visible utilities only), 13, 14, 16, 17, 18, and 19. the fieldwork was completed L1 S89'22'03"E 48.00' on October 28, 2021. Date of map or plot November 20, 2021. Modern Craftsman Eagle R d • county, Idaho. S.20 S.21 ' E. Victory Rd. L2 S89'22'03"E 48.00' S.29 S.28 L3 S89'36'01"E 48.00' Or1k� LANp L4 S89'22'03"E 48.00' � ,. s�� ALTA- NSPS Land Title Survey Located in the SW1 4 of the SW1 4 of Section 21 , L5 S89'36'01"E 48,00' Q / / o Z Cady M. McCammon t. 61, Ti P.L.S. No. 11779 T.M., RA E., B.M., Ada County, Idaho � Q Lfi S89'36'01"E 48.00' cn O codym®ldahosurvey.com �1 q Q THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ooy'F OF \� �� Drawn: NKYTLE Checked: CMCCAMMON Job No. Sheet No. ON ANY PROJECT OR EXTENSIONS OF THiS PROJECT EXCEPT BY �? McCPM� AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. Date: 11/20/2021 Date: 11 /20/2021 21 -486 1 OF 2 11/ ©'2G21 2:48:^ P e e I Q W DATE: 06-09-2023 PROJECT: C2021-027 SHEET Q p U PRELIMINARY ENGINEERING FOR = o ARTISAN VICTORY MARKET ,Q,o N W I.— Cc A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 •� Z TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Z MERIDIAN, ADA COUNTY, IDAHO 2023 a W Z RW W z W _ o = 10 1 1 1 w I I I I LEGEND •— Z W Ow _j � �� � � �LJ w YQ =O cn O Y r; ~ = Qw Qw Q n v� J Q� _ _� _ � Z Och _ = I Q = I z I Cn I �� I Cn w0 Q mo _ �� ==0 o� OQ BOUNDARY --- -- --- W mo w = J O Q �Q ~� � =Q _j O 1.U = J U� LOT N !� sHAUN I I I I I ROAD LINES CENTERLINE z W I EICHMAN I - - - Il.rl 1 1 \ I v Iii�i RIGHT OF WAY V m 1 \ I I I I I iii P fii I I I I LOT NUMBER 0 iii BLOCK NUMBER BLOCK 7 NAL vi III BLOCK 3 _.._I I 1 \ F S1�16 m� EASEMENT S`' tic _ ® L SETBACK �G\STER�O�i�c�` �'I••. 7 ��� � \ \ / —I-\ CURB GUTTER & SW a � Cc .•.; � • g • '. �, ';:. � • � �.. � �� I 6 l STREET NAME W. ASHTON DR. o x - o X o W o �� E o m \ CELH AN REVOCABLE HANDICAP RAMP ,• „�� m\ �J cm ow cW bap o oW \ LIVING TRUST a s s �T Q � o oa �� oa mo M �m of c OF 00 m: m0 wo m wo m� \ \ M w N.'.. r oa\ �o SEWER LINE F \ \ x0 mo xo' -°1� xo m Xo mo rr*I \ I WATER LINE w w w ��ID A.BPN r .i - • • • m m • :o s 1 STORM DRAIN LINE . i - I •I _ 'r- -_ ---------- O \ \� PI III CHECKED BY: S S ' 2 S 2 S 2 \ \ . _ I GRAVITY IRRIGATION IRRIGATION.7 PRESSURE DAVID A. BAILEY P.E. 2 S DRAWN BY: EDROC��1 .' MOOA038 �EDROOtvI : a re MOOA038 BEDROOM .' DAB/DES ,•'I A A =\, -q A ' A. A q \ \ \ BEDROOM .° MO A038 8 I I FLOW ARROW �A I FIRE HYDRANT IiG �ai SA8 f98 S 8 �.I f BR1 .C BR2 SA8 r f518 BR1 .�BR2 SA8•. fA8 BR1 •BR2 ® n � � \ \ 1, it I nI \ \ BR1 BR2 SA8 fA8 VMOOR903 f518 I MASDRIAN CATCH BASIN _ A I STOP SIGN -� bI r ------ - r- -- --- ---� r- - ----- -�, \ ----- P -_\\\ --- ------------ --}_=_}___}__-_=I r-------- - -, EXISTING WATER WELL r ' o I - -I- P I P P P P P P P ---Odaols 080 9ao 9ao 080 080 Oar P ILP _� �_ EWER/WATER EASEMENT- � I I V I I II II I I I � � I � _--_ - . _ _ FOUND ALUM. CAP I II' I .Z) L J L--------------J L— J L— 0 R - ER I \ - --� MONUMENT H Ai- Ti O g,\� n o fl / _ FOUND BRASS CAP � SMH A1,� o M -- - MONUMENT � SSMH B _I__r= _ _ r_ _ INFILL LOTS 1 0� I ICI q - I F F� 1� I N' I� 2 �I �a5 TODD m w I ° P P}P P}P�P}PIP}PII P�6P HARPER t x 0 i c�J BEDROOM .' I II I-P II: I 00 _ � J BR1 BR2 V �� I 1 z i( 1' i 12�8 N8 Lae Z88 1218 Z218 la8 Za8 l 8 Z2i8 12J8 Zb8 3 �'.'. � ; I / K �t� 81SJ — i•"I u) A I i IX 002i0 8 WOON038 WO 3S W002i038 W 0 a38 W00 038 I CD 1319VtlVQ /M M\ • Sutherland Farm I m F i � Zaa lbe Ml000!103e z a Sub. No. 2 SLOPE 1-4X I I I• , � � I I ER a �aa � : Faa sae �'� u Jtp (;Ifs • 2 1 2" ASPHALT I I .•1 1 II•. .I I � � � j � `V I. 1 I I W002ia38 E " " 4 OF 3/4 MINUS CRUSHED I \; \$` • • • SSMH 62 BLOCK FRED THOMPSON AGGREGATE Pi H Vx �m Ox •m �o o - I F I [ I o m J c m m= "' — 12" OF 6" MINUS PIT RUN (PARKING) N o m % n 1 m` x o o -o X m �I X33df10 3�AiYlp \w 1� I m m WOOb038 I, I o 0 F -1 3 E I MARK F 1 IP n ' C I CAPPORELLI PARKING LOT r -----==I-- - W W 1 -�- - - ED ': 0 I r ; P o ^' W �. -- P 1 BEDROOM - - -O _ SECTION m Nwm m P �1 / 2g 2\ M w N :` P --P DUPLEX ' 31JWI10 /a �II\aweE 8 0 • • Noolua�a a I a �Ialaolw NOT TO SCALE W P SW U aW I — P vi I ;I' • ' — ���� - I L --- ---------- l ������ --, / \ _ w wTw 1 EWER/WATER EASEMENT i I -- o _------ O I L do I DAVID P/L P/L 0 0 • i I M o 1 '� QIl ,00w RODRIGUES 1 2 - _-----=---r-- ---- - - - W W x P I : O - I rt -- - --- - -------------- E 3aAdlllp \1N W/ QARAOE II 1>_0» 1,-0„ ac s w H I ° I II 33'-0„ I r l - - -- :• m o P I /I S M B 1 3 rsle BR1 • X3�d110• 5'-0" 8'-0" 17'-0" 17'-0" g'-0' 5'-0» • i " n -P - W Oba38 l I - — ° I 68 I I II t1 0 25% 2 -0 15'-0" 15'-0" 2'-0„ 1.75% t 0.25% P 3 1 BEDROOM 1 `P ---'II o m m o P r --P \ .: C 301R e /M l M\ Q11 a �- 2% 2% DUPLEX _ P- - - _W- 'i - - M Of M c� �_P J I - _ P I NI00l103B Z CHRISTOPHER ! r-- - r m � E-0&, I - - I U DOUGLAS 4" OF -3/4" BASE 4" OF -3/4" BASE m m --- --- UPLEX I SOD n P P 5' WIDE 5" THICK 5' WIDE 5" THICK li li S H Al0 10 0 SSMH A9 --- 2Y2" ASPHALT PAVEMENT CONCRETE SIDEWALK STANDARD CONCRETE SIDEWALK -- --— (PER ISPWC SD 709) ROLLED CURB (PER ISPWC SD 709 /J cc) - f J \ I I 6" -3/4" AGGREGATE 4" -3/4" AGGREGATE BASE GUTTER (TYP) ) N1 V 1 I �� t Q II BASE UNDER CURB 12" -6" PIT RUN o � • • • I • T I AS PER NAMPA �] c, o W 0 w o m x o W o x 30�MQ \w w/ QAMOE ISPWC SD-702 SOD 1 ---I ---� c m ir� c m � c m o w �� o� �� o� oa \ I 47' RIGHT—OF—WAY I :I A� n X o m o x O m '''p w o • e ' rre BR1 p JOYCE a� rn c •I o o o x 0 m o I - CLARK • X3�df10 QJ TYPICAL STREET SECTION Z I II` • • • WOOb038 l \ 1 :• X A I I NOT TO SCALEWIN 0 CO _" ' �' Sutherland Fa - a L \ H a N iI 1 BR3 BR3 BR3 BR3 ' BR3 BR3 ) C T° LOCK Sub No. > I � B U �J z I 3 3 3 3 3 \ -- w N, 0 i9 OOI 0 BEDROOM BEDROOM B ROOM BEDR00 BEDROOM BED OOM 1 BEDROOM \�Q C3 F _ O I LLJ SSMH 'A DUPLEX \ O w � ; ROW PL LLI� Q 1 \ I \ BR2 B 1 BR2 BR1 BR2 BR1 BR2 BR\ BR2 RR1 �EAS� 49 EXI T F§JW@hE!Nfrer St. N o ` Typ \ SS H A7 `� I w !) SS 48' ROW 35' COMMON LOT I SERVICE LOCATIONS TO BE 1 I SSMH A3 / Lv I ---- 2.5' 30' 2.5' III•: FlNALIZED WffH � z CO) CONSTRUCTION DRAWINGS I "�y 1 -�3S-MH - �, tl a I I P P P P P P P P P P P P P P P P p p P1 P P P P P 2 F�-� F -- -- 36'-0" 12'-0" ;J 1"" 1_1_ L_1 _L_ __ LL_1__h L __1_1----i T nI w w w w w w w �r —w r O - _ - - -IX) - - - 2'-0"'I ' FF 5'-0" ° 2 - O O O III -_ - - - - - ��_- � 1' 3N:1V NOTE: 3H:7V ----�- _�--------- r \ SSMH Al EXISTING 29 SEE LANDSCAPE PLANS FOR 10 j�o \\ --- °G 11 -- m SSMH A5 - S H \ BERM DETAILS 1 I SSMF - ------�- - - ------ - - i W o- r. w 3 - - ---- II - - \�P \�P �P \tP \tP \, AA� GRG GRG GRG GRG GRG STORAG P�P P P P P P \\ II V-0" MIN. FLAT " a c EXISTING PAVEMENT LANDING TYP EITHER SIDE 4" OF -3/4" BASE O II DAX EXISTING AGGREGATE BASE 6" VERTICAL O V I I VTI VV V V • �\ II CURB (C-701) 5' WIDE CONCRETE W W LOPEZ i! II,,a e I_'•. ,�O I I � � Nam � - - - EXISTING BASE SIDEWALK (C-709) � r NOTE: MATCH EXISTING �L �i STRUCTURAL SECTION IF 1 : . ".N Q m N N m v, N Q m m v, N Q m N:. ;.N m Q N o �N \ i p LARGER THAN SPECIFIED •.•• w � w Of w w w I + \ o m m m m m m m °D m m m m m Mn m m m I II W NOTE: =O — ' res PINS (4) WILL BE SET IN SIDEWALK OR WITNESS CORNER MONUMENTS WILL BE UTILIZED (AT DISCRETION OF ACHD). Q J� C c c> 3 A VV VV VJ m m °° �N T a% BRADLEY m WILLIAMSON 6' RIGHT—OF—WAY III 9 EAGLE ROAD 1 SS E1 I o o o I mew" Nam mbh : •Nam .'. mew• � a W Qu � �� 00 m m °° m m m m m m m m m m e e NOT TO SCALE e I BLOW 3 I tyi ill . Z 0 EGR a ^ r IRR iqR— IRR— IRR— IRR IRR IRR RIR IRR IRR IRR. IR I IRR IRR IRR IRR IR RR ins—init— IRR--�— � I 'I _ I-=- EGR EGR—SEG 098 =4F --- EG -\� II� SEC 098 4i / SEC 098 LLC LLC I I LLC � I I dal III W y I C� W 0 > I G I I I Inglewood Place r 1 Sub. No. 1 I 0 �I I I I e I I � I e I Q I � e � z Z 13 EP EP 0 EP EP EP EP — j e 50 0 25 50 100 W SCALE IN FEET 1"=50' DATE: 06-09-2023 PROJECT: C2021-027 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 MERIDIAN, ADA COUNTY, IDAHO _ SSMH A8 2023 a STA:8+87.41 = tY RIM:2680. 8 Lu Z STA•12+02.11 INV SSMH A7 r+ W a INV OU :2667.05 8" E STA:8+69.12 W w w RI� :2679.61 3 z 00 00 Z wo INV IN:26 8.80 8"N RIM:2681.1000) .� » INV IN:266 .98 8"NW 00 00 , N Y NV OUT:266 .70 8 SE rn rn z o co 00 INV OUT:2666.88 8 S 00 q co co � ,� '� W °� Lo N _ - �,� 4 4 w cow � � rs 2690 __ 2690 aLu 00 Zpp � �`! 0N c�,rjco coN NcO �r, (fl .. Zw � 0) � N aoto SSMH A10 � aON � + coz z � + � z0 S A:2+00.00 V °m In 00 � MCD .. rno0N N � QN N XIST SSCO _ N � co o M0) ,�, �? ST :9+91.65 SSMH A5 1- Nzp � N - - o = MN - Q » R M:2682.10 TA:5+54.35 a >> > N - „ ¢ + � � °' vi (o N C000 RI :2680.51 IM:2682.17 Q � zz ~ - zzz zz cocoa r7N coo o0000c° SSMH A9 � - cno- - - _ cncn0- - - INV IN:26 3.61 8 W = � N0 • coN �►rircoCO INV IN:26 7.76 8 N cno- _ _ •• .. Q + N � 00 rn co N STA:9 73.36 INV IN:2 65.52 8"W LL! INV OUT:26 S�ONAL FN NN� z = � ? o � 56 0z0M2680 INV OUT: 665.42 8"E `�� �srER %�� » � QN - o INV I :2667.59 8 - - -_ - - -- - - - - - - �� °� Q`�G `moo z z cn > > INV 0 T:2667.49 "S cn cn - - z z -- - - / - - - SSMH Al-- STA:2+13.66 � [j��> I KIJI� Id - - ---- - -- --- -�^__ - - - - - - --- -- - - - - - - - - ^ __ _ - - - - RIM:26 2.27 � 2680 \� -- - - - - - - - - - - - - IN:2663.7 8"W 2680 OF �pP��� INV OUT:2663.66 8"E ��/p q gP\ CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES 2670 2670 315 LF " PVC ®0.6 % 107 LF 8" PVC 0.40% (319 LF C C) (1 1 1 LF C-C) 14 LF 8" PVC ®0. 0% „ (18 LF C-C) ° 274 LF 8 VC ®0.40% (1 _j -LF:� 8 LF -C) 188 LF 8" VC (0D0.40% � (278 LF C-C) T 1 7- (86 LF C- ) (1 2 LF C-C) 82 LF 8 PVC ®0.40 ° 33 LF 8" PVC ®0.40 106 LF 8" PVC' 00.40% ===fl (37 LF C C) (110 LF C-C) 44 LF " PVC 00.4 % 71 nR I P, " 40% 2660 2660 L - (18 F C-C) ° (112 LF C-C) 66 LF " PVC ®0.4 % 12 F 8" PVC ® .40% (70 LF C- ) (16 LF C-C) 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 D PROE LE SEWER U NE E PROE LE 2700 2700 2700 2700 2700 2700 SSMH B w STA:5+96.52 Z 0 3 7,00 RIM:2680.83 a '00 'co 0) INV IN: 666.48 8"N N C) rn rn `q INV OUT: 666.38 8"S SMH B3 z 3 w o co co � TA:6+48.20 00 00 co z cn 00 269 (6 ° 2690 2690 ,. ,. �, ui n ^Co .-. - `° 2690 2690 °° °° 2690 `< `o Ki Coto N S A:4+42.42 " M M a Q � o0N NH NV IN:2666. 9 8 NE Nouj uj � � (D En o + co z z o IM:2682.20 NV OUT:266 .69 8"S N N (o (o N o'0 00 co co co > = MN - - 0 INV IN:2 65.76 8 N m � ONON NH co04j (D IDN � oz cn � � > » SSMH B4 + 0z zo QMO0N cN zzz IN IN:2 65.76 8 W M t N - - o SS H D1 � � � - - - ST :6+88.53 � + 0z z � SSMH E1 INV OUT:2 65.66 8"S Q > > > STA:3+ 2.83 = 0o N - - o 79.25 (n (n - m •• •• STA:3+20.52 _ IN IN:2667.05 8"E ' » &5 V) � z z z RIM:2682.29 V S MH B5 IN OUT:2666.5 8 E INV OUT:2667.21 8"N - �/ - -- -__ IN OUT:2666.9 8"SW S A:7+92.55 -_ _ _--\I, - --- - -___ Li RM:2676.92 -- -- _ II w ---- --- I V OUT:2667.67 8"W - - - - - -- - J 2680 2680 2680 2680 2680 680 - L 0 Q 2670 1 k 1 2670 2670 2670 2670 2670 0 W 100 LF 8" PVC @0.60% C) 119 LF 8" P/C 00.60% 117 LF 8" PVC ®0.40% 0 150 LF 8" PVC ®0.40% 36 LF 8" PVC (� .40% 238 LF 8" VC 00.40% ( 54 LF C-C) 48 LF " PVC ®0.4 % (40 F C-C) (123 L C- ) (121 LF C-C (2 2 LF C-C) (52 LF C- ) 2660 2660 2660 2660 2660 2660 V) o w 2+00 3+00 4+00 5+00 6+00 7+00 8+00 2+00 3+03+23 2+00 3+CB+21 z Z Q Q VI W Q HORIZONTAL SCALE 1"=50' VERTICAL SCALE 1"=5' DATE: 50 0 25 50 100 06-09-2023 PROJECT: C2021-027 SCALE IN FEET SHEET 1"=50' up -n Q p U OPEN SPACE EXHIBIT FOR = o ARTISAN VICTORY MARKET ,a,o N 0) A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 'i z ~ _C� TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN z MERIDIAN, ADA COUNTY, IDAHO 2022 •a a W z o LEGEND �' ,W PARKWAY OPEN _ zU) SUB OPEN SUB OPEN 14,518 sf COMMON OPEN BOUNDARY --- -- --- a 9332 sf 7290sf 5266 sf LOT LINES W Q co ROAD CENTERLINE - - - _j n RIGHT OF WAY �_ Uj W J LOT NUMBER 42 ' -- 3 cc ;;•:::.:::.................... ::. ::. ::. ::. : • ...................... :.....:. . :::•...::•:::•:::•:::•::, ::: ::: ::: ::: ::: :•: ::.................. ..................... 25 ' BLOCK NUMBER s •:: :::.......................:: I :•.::•: EASEMENT ::. I E SETBACK S�pNAL 6 0 o IX Lloo m 0 x o CD O x • o °' CURB GUTTER & SW o � E o � � o o _ � o of � � o � � Cc � ow �� STREET NAME W. ASHTON DR. W w O r 0 r 0 Q mo mo x0 m o X o mz m0 wo N F- 0 0 � � � HANDICAP RAMP . 5° 5° N o " o o x 0 m m o x o m 0 �� m 0 00 x 0 SEWER LINE a s s U WATER LINE w w w 3 STORM DRAIN LINE s° 5° 5° O��F OF 01 `, O A. B S S 2 I S 2 � a es S 2 s PRESSURE IRRIGATION \ 2 S S COMMON OPEN GRAVITY IRRIGATION M0051438 MOOS14d8 BEDROOM i M0051ad8 BEDROOM M0051438 BEDROOM BEDROOM M00514B8 M00514B8 CHECKED BY: •A •A A• A A A A FLOW ARROW < 5348 sf DAVID A. BAILEY P.E. A• W •A FIRE HYDRANT DRAWN BY: S5�8 fS18 SA8 f518 BR1 BR2 2598 • f5�8 BR1 • BR2 S�18 • f518 BR • BR2 �`•- DAB/DES � �,�, •:•:•• BR 1 BR2 5518 f 518 5518 f�l8 CATCH BASIN =:�: STOP SIGN ❑ u Irv`11 ii a it ,/ I-- - ---- ---- _ EXISTING WATER WELL W P II P P 1 P P 1 P � I�;;JI o a I o s �° '/�I 1-o FOUND ALUM. CAP -- P P P I P I P I P II P 11 P 1 P I P l P 1 P l p I P l r,\ wools�a��a��a��a� �a� ��� /, OO I I \71 II I I� - �. ?� 1 I P //�I P P P P 1 P P P II P P j � �__-_ _ ____ _� \ .�______ _ ____ _ _� L_ _ _ _ _ _ /ill 1 I 1 111 - J \\ _____________________________ \ MONUMENT \L' 1, �` w w w FOUND BRASS CAP E L 0ON CREEK LN.(PRI VA TE) ,�6 , -- - 12 - w w MONUMENT / Z7 s s : s s C/ � : s : s s -- s s - °a+ INFILL LOTS I r I I I I I m 0 a I - 777777 r7r r�r> r�r�x y r�r r r __ 7r�r r i r _ _ 1 r r�r�r�r�r�r 2 N ^--- --7--�i= _ = _�=��--1 a' PIPIIPIPIPllPIPIPIPllPIIPIP j x 0 I I BEDROOM u I N \ i 0 9E M L BR1 • BR tO \ ; z c� a I d8 Z2 8 12�8 Z?�8 12�8 Z�JB 12i8 Z2�8 l 218 Z218 l 218 Z218 2 o - 0 c 0 I I I � 9 3 I218 n BISJ E � W002JaB9 hOOd(139 WO 3� W002�438 W008019 WOO2J "/ m f a38 > / I 3DV?JVJ M ME / I � / c� a I 2 NIOOtI039 Z S BEDIf00Ml > 0 I i 2�9 L"-- 2�9 2�9 2�e 2�e ` eve I I else > Z7 I I . s I N i VRJVC7t]39 - - - - z f£ LOCK 2 > N -P � � o af � v mm M f ,� 0-0 0 m L '1 w 090 GRG > LINEAR PARKWAY LANDSCAPE STRIP (14518sgft or 0.33ac) NOT USED �\ �\ P 0 � r � � I � � t f > o T PTA- I ��-- m o X 0 m o X o o m X3�d fl4 3QAiY14) \W W/ QARKiE > 1i N Of m ��� Q o I P I - 0 O x m m W00214B8 l ® UDC 11-4-3-27 C4 OUTDOOR COMMON OPEN SPACE (36994sgft or 0.85ac) � N r--=� c� I � � m w m I . I i-- a 9 ffle BR1 B COMMON OPEN :: °' m --- I I P 3 n E6477 sf UDC 11-4-3-27 C1 - COMMON OPEN SPACE AREA 52262 + of Buffer 9868 = 62130s ft or 1.43ac :=: I to I r i 1P I ---- ---- UDC 11-4-3-27 B.3 - PRIVATE USEABLE OPEN SPACE (90596sgft or 2.08ac) P I J i P- Uo I - -� w , 9 3 �Z18 n BISJ 0 i o --- - 1 BEDROOM 1 N miP_ i o c� I P I I ---- DUPLEX 3fyVllVVI!! /M MBE _ I pp NIODUM Z S BEDIf00N1 m L P-J 1P_ L N O I -P i P P I m 1 ---1 I Jae eue a -- �,o U iP m m -- P I > J; iP I -�_rt > Q 1-- I _ I > ___________________ ____ _ IP L���� i > I , `' I I„ 13o' " f > OPEN SPACE w w w w w w n 090. � GRG n 21— > 2 -- I s s s s s m I �PiI IIOOf11 S 2 BEDROOM > 0 UDC 18s' o � 0 � r i---L--- ---- ----------------------- - a I 3DA M \W W/ GNiAIGE > - - - - ° s ; O W ac s a_ I P I > OPEN SPACE SHALL EXCEED 10/° OF GROSS AREA ART BUFFER 0 ! m o i P i P 3 rA8 BR1 E - GROSS MULTIFAMILY AREA 13.60 ac 19736sf total I I -T ---- X3�dfl4• �J OPEN SPACE REQUIRED 59,242sf- 1.36ac I I P I P 0214�8 p 1 I 9868 sf /�l� _ � 3 fir' •.. WO l- ::, f �:�: I ;X; OPEN SPACE PROVIDED 62,130 sf - 1.43ac ---+ ---- r- T I- -1 0 ;fag I I P I --n 3 E UDC 11-4-3-27 B.3. :•::: - +-- , I I P ® r rt I :: I218 n BISJ 80 sf of Private Useable Open Space required per unit. P_ m m I P I P I f • > Each Unit has a patio or a balcony 1 BEDROOM P -- o o �- -� I ---- 3fmIVI7 /M M\ OVB m > O O NIOOI'J03B Z S BEDIf00N1 > Detached units have private yards DUPLEX P I --" o o - IL _P_P=� --P- o > • ___ Private yards s- w N v� w cal P I P 1 BEDROOM `''•Il--: �B eFSe > e Y z P P � m � NO m - �, I > Minimum size- 92 sf o - - 3 iP m m m m ---- ---- DUPLEX f > F P 1 P I P • • ^ > Maximum size- 177 sf a P N > Average size- 143 sf P- - I > Private Open Space(Patio&Yard) o > Minimum size- 171 sf i I r • LJ Lj :2 LJ :2 �� GRG > Maximum size- 1067 sf MOOIIQ3B S 2 BEDROOM 0 I a o W o w 00 p w o, o x 3QAfIAD �w W/ WAGE > Average size- 656 sf N a M -0 0 0- J o o m � I • > Total Private Useable Space-90596 sf-656 sf/Unit o o N3 mo of mo � � m � � � H f IA8 BR1 — w d x m O z I m x o x m 3 E o O 0 0 • • � Average Private Open Space by Unit Type xindn �' W002�a�8 L 47' 1 Bedroom- r- G� i 0 a 33' X bCXSbC� Patio- 137 sf >� 3 f Average yard size-372 sf I I I CD Average private open space-509 sf CD BR3 BR3 BR3 BR3 BR3 BR3 I COMMON OPEN 2 Bedroom- e I w Patio 177 sf z c� I ' I 3 3 3 3 3 3 f 8658 sf W Average yard size-421 sf zo i I BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM 1 BEDROOM Average private open space-598 b � / r�1 ; < <' DUPLEX I w 2 Bedroom with Garage- e 0 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 • w - � � • .:.:. ': Patio 150 sf 0 �� I 1 I I • - - '•'-'� j/w Average yard size-498 sf 648 f private open space- s I 3Bedroom- .. ..........•:� Ave �:�'-'•' age a i P l ' N o a r r' o e s a � 1 I I I I I I I I I I I I ---- a W 5 P1PIP1PIP1PIP1P1 I' IPIPIPIPIPI JPIF- IIPIPIPIPIPIPIPL a � i 1p C12 / Q�I 5�.. Patio- 137sf - -- - -- -- -- -- ----- -+--+- + -4----- j L--- -- -- - --- w _ w w w a>Sd V w - - s� Average yard size-544 sf �j w wow w w w- -(�/xy �E/ w �yw a a aAverage private open space-681 sf Cfi _a� 6-Flex Unita s s s s 3 s - s - s - - �' - c2_-_ =L - ---- n . - - - sf --- " 0.84 acres ` Yard 0 f I Patio I - ----- _ ... ..:': OPEN r - s O a .. c COMMON 3 t 1916 sf GRG GRG GRG GRG GRG GRG STORAG o IrII PIIP0PI P 0 P I P $ P PsPI PIP1 PIP1 PIP L- II H --=---- ------ UDC 1 4 3 27 C4. 16' I �� I m Im 250 sf per Unit 500-1200 sf J 0 f SUB OPEN �' I 3 m W W CA m 114 sf per@U 2t 20 - n/ / m Units 50 sf/unit 28,500 sf W IILL 10438 sf "I (A 7,W j 24 Units @ 350 sf/unit=8400 sf I ' I r o 0 0 0 0 0 0 �J I� o , / o 0 1 Total Required 36900 sf 0.85 acres x o 0 o / o \ / N m I � G7 I I N tY m m 7]I� lY m 7]I� N tY m m l� / n 0 i N o N 3 m Outdoor Common Open Space Provided 3 �I m m m m m m m m m m m m m m m m m m / .� as shown 36994 sf-0.85 acres 0 ICIV C I 3 %j r W j S •Y u W m Z7 yI �j� ® m \ / Q U W 0 / o I / / % �• �0W 1 �j m0N 0 0 0 0 / m .0 V) p NQm m�V) Nam m�V) w N l� � N l� � G� M m Yl m Yl w Yl G w w Yl �� --- m m m m m m m i m m m m m m m j T 512' I 168' y SUB OPEN SUB OPEN L Ll 4067 sf 5867 sf VI W Ll 0 Q DATE: 06-05-2023 40 0 20 40 80 PROJECT: C2021-027 SHEET SCALE IN FEET 1"=40' Kos —