Loading...
PZ - Public Utility Plan C� M E Ifl o � Square rsub. PRELIMINARY PLAT FOR M ARTISAN VICTORY MARKET SUBDIVISION �°IJD `-' N � � Lu ._ Z A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 4) Z w_ TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Z 1 I == 17 _ � I I Ii I I J_ I � Iw I Uz MERIDIAN, ADA COUNTY, IDAHO Q o w M ow < U O z Q w Q w Q � z 0C 2022I I I � � � z�z z CO w L-Li O D _ Q �Q= O mD QO O Qw � 1\� .'�IDIA a-SHAUN vQ U) W _ N EICHMAN LU cc ZCo - CO co co i- ` I 0 vi BLOCK 3 U)W Q S1/16 SU I � � � ' w ' THERLAND� 89'2_2'03"E _7 2.06' _ FARM N0. 4 � � 423' J= s� � � c - THOUSAND I SUBDIVISION w 1 / 257' - - SPRINGS SUBDIVIS ON � � l pNAL CEL LIVINGRTR REVOCABLE / � - � SG\sr�FNG��. 1 / BANCROFT SQUARE o ' SUBDIVISION a� THOUSAND SUTHERLAND N \ - SPRINGS FARM NO. 2 Dh U ` VILLAGE I I SUBDIVISION , yT oar F o F SUBDIVISION ' p� E MACKAY DR E � _ - I cn I I CHECKED BY: DAVID A. BAILEY P.E. ' \ ADRIAN W00DHAVEN y DRAWN BY: M A S C OR R O - (SUBDIVISION SUTHERLAND DAB/DES nri FARM NO. 1 \ 0 SUBDIVISION Parcel Table p l : 0 i \ I ^ I M - so• \\ \ - . . - Lot AreaDescriptioni BLOCK 1 Lot 1 OPEN 0.45 Acres EAGLE ROAD BUFFER E VICTORY RD E PUBLISHER DR.(PRI VA TE) _ 0 BLOCK 1 Lot 2 7.75 Acres R-15 MULTI--FAMILY TODD BLOCK 1 Lot 3 1.53 Acres C-C ZONE COMMERCIAL (� 7 \ \ HARPER BLOCK 2 Lot 1 2.26 Acres R-15 MULTI-FAMILY 2 7.75 acres \ BLOCK 3 Lot 1 0.55 Acres R-15 MULTI-FAMILY ' I VICINITY MAP BL O CK 1 Curve Table 1 "=500' I Sutherland Farm I Sub. No. 2 Curve # Radius Length Chord Bearing Delta I � >.26 acres C1 150.00 106.66 104.43 S19'44'18"E 40'44'30" PLANSHEET D EX- FRED C3 150.00 104.99 102.86 S20'03'29"E 40'06'07" BLOCK2 THOMPSON C6 150.00 30.70 30.65 S05'51'25"W 11'43'42" C8 150.00 29.64 29.59 S06'03'37"W 11'19'19" SHEET D E S C R PTO N W I - "'"'C9 100.00 36.90 36.69 S79'2522W 21'0824 PP - 1 - PRELIMINARY PEAT j I C11 100.00 37.61 37.38 S79.37'33"W 21.32'47 CUP - 1 - COVER SHEET, INDEX , VICINITY MAP , ° , I C14 173.50 123.37 120.79 N19 44'18"W 40 44'30" MARK " NOTES CAPPORELH C15 173.50 34.28 34.23 N06'03 37"E 11'19119 IQ I C16 126.50 25.89 25.85 N05'51'25"E 11'43'42" CUP - 2 SITE TOPOGRAPHY C17 126.50 88.54 86.74 N20'03'29"W 40'06'07" CUP - 3 ENGINEERING PLAN N W I I C18 126.50 89.95 88.07 S19'44'18"E 40'44'30" CUP - 4 - SEWER PROFILES .W 1 I 1, I C19 173.50 121.43 118.97 S20'03'29"E 40'06'07" ..0 I Q C20 76.50 28.77 28.60 N79'37'33"E 21'32'47" 0 - OPEN SPACE PLAN LO I NOTES: � C21 123.50 45.57 45.31 N79'25'22"E 21'08'24" N I DAVID r- C22 76.50 28.23 28.07 S79 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. i I RODRIGUES '25 22"W 21'OS 24 • I I� W C24 123.50 46.44 46.17 S79'37'33"W 21'32'47" co ' 0 Ix 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. z I N C27 173.50 33.67 33.61 S06'09'44"W 11'07'05" REFERENCE FIRM PANEL 16001 CO231 J REVISED JUNE 19, 2020 O C29 126.50 25.00 24.96 S06'03'37"W 1 .119119" 04 (/� t0 . - . . - . - 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET 0° 3 s Icon LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO o co i I i° I ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO o I THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) m 00 CHRISTOPHER FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY Z , , , , , I I M ' DOUGLAs LOT LINE NOT ADJACENT TO A PUBLIC STREET. Z 0 297 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE a i STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING 0 PERMIT. o 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 LU o MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. > JOYCE W o i CLARK Z 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. ri • Sutherland Farm 7. LOT 1, BLOCK 1 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY BARON z Sub No. > PROPERTIES LLC OR ITS ASSIGNS. O . I C21 8. NO LOTS SHALL HAVE DIRECT ACCESS TO EAGLE ROAD. /- J In VJ - J E. Publisher St. 1 B C20 C9 - - - - �j _ V�I 50 E PUBLISHER DR.(PRIVATE)VA TE) _ U ------ -- V) m � c22 51' � C11 1 C24 00 M ro W U IU N DAX Li .. .... .... .... .... I I LOPEZ 0 0.55 acres BLOCK 3 BRADLEY I ' WILLIAMSOSON 1 00 I T/ ' IC==== L.L I O V IU rn : I U r ,129 3 16a ZONING OWNERS U N89'36'03"W 752.03' EXISTING- RUT BARON TEN MILE LLC o PROPOSED-R-15 AND C-C 1401 17TH ST STE 700 ❑ SEC 098 SEC 098 SEC 098 DENVER CO. 80202 J z LLC LLC LLC I SEWAGE DISPOSAL MERIDIAN CITY SEWER DEVELOPER Z • I I BARON PROPERTIES LLC 0 WATER SUPPLY 1401 17TH ST STE 700 MERIDIAN CITY WATER DENVER CO. 80202 V / CITY ENGINEER cl 1 Inglewood Place I DAVID A. BAILEY, P.E. Sub. No. 9 I MERIDIAN CITY BAILEY ENGINEERING, INC. 1119 E. STATE ST., SUITE 210 SCHOOL DISTRICT EAGLE, ID 83616 1 I I WEST ADA 938-0013 1 I : DATE: FIRE DISTRICT PLANNER/CONTACT 08-03-2022 MERIDIAN LIV STEVENSON PROJECT: BARON PROPERTIES LLC C2021-027 40 0 20 40 $0 S.20 S.21 IRRIGATION DISTRICT SHEET NAMPA MERIDIAN IRRIGATION SCALE IN FEET S.29 S.28 DISTRICT lot = 40' - I v Q p U Bancroft Square Sub. CONDITIONAL USE PERMIT FOR = oM LEGEND ARTISAN VICTORY MARKET �o a co Is C.� 0 _ BOUNDARY --- -- --- = N C'3 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 0 I ,� I � I III I I I IwzLJ o I n 2- CnI RIGHT of WA Y LLI 3: - MERIDIAN, AD; A COUNTY, IDAHO O Q O wow < < U Li Q LOT NUMBER O 2022 lk- z Q Q Q O Q 0z _J OQ BLOCK 7 BLOCK NUMBER w _ o w_ d � Q J EASEMENT Wz o 0 �< sHAUN ■_= aZ LL1 CD EICHMAN SETBACK E CURB GUTTER & SW WJiL r W. ASHTON DR. - - Z U) STREET NAME - ■� iii I iii I I I HANDICAP RAMP - Z CO SEWER LINE s s s - W Q 0 I I 1 III III I I ®I N BLOCK 3 W W W SUTHERLAND U S1 16 WATER LINE N LINE 5° 5° 5° W III I FARM N0. 4 w 89'22'03"E 7 2.06' ��I 1 q q q SUBDIVISION (■� w Ao, PRESSURE STORM �IRRIGATION THOUSAND _ i �. - - IRR RR RR i I �, T I SPRINGS GRAVITY IRRIGATION i>I I l i --- N0. 1 J W W I I FLOW ARROW db { , SUBDIVISION o nCN • " 1 FIRE HYDRANT O O •� CELLI AK REVOCABLE;�I IX � -'0 0 X0 00 o N 0w I_-- co x o o w LIVING TRUST o o c w- o x CATCH BASIN m -- _ o � - cJ W �p X fTl -- C O J rl-I _ mSUB DIVISION - w0 -- J - C W I� I 1 IW :` W r - --- 0 \ J fTl I J C fTl - » »W - Z77 W rz w M o o NO PARKING FIRE LANE SIGNm o �� m 1T1 0 1J_1 � rrl -- w z m o _�.;.:: _ o � � ----- Lr SUTHERLAND M X I m C '7 o °' x 0 m o X o ;; m orl-, o EXISTING WATER WELL ❑W THOUSAND'� oSPRINGSFARM N0. 2 1� � � � SUBDIVIS F-13 r FOUND ALUM. CAP 3 •OVILLAGE_� \ i----- _ ' -- ��-------- - - OUND BRASS CAP---- SUBDMSION �� OF rl & E MACKAY DR A• ® ® MONUMENT I _ S 2 I S 2 S 2 2 S S ' MOO�la38 M0051438 BEDROOM MOO59a38 BEDROOM M009CI38 BEDROOM INFILL LOTS � E N ' CHECKED BY: A A A A A A A BEDROOM M0051438 MOOS�a38 _ i > L \ A A A . I - -m DAVID A. BAILEY P.E. I• • • • • WOODHAVEN • • • D f 5�8 I 'S�1 I 8 f 518 BR1 BR2 55�8 f DRAWN BY: ae B R1 BR2 S5�8 •, f5�8 BR1 • ADRIAN I BR2 G7 I - - % BR1 BR2 5518 f 98 R98 f 5�8 i MASCORRO ,. r DAB SUBDIVISION SUTHERLAND v m FARM N0. 1 - ---- ---- - - - -- - - -- � SUBDIVISION � I I I I I II 2 1/2" ASPHALT p I � I I. -II ` � II I I I I I II� I I I I I I I I �I III I I I I I I I Ihvv � r- - ---- ---- - -1 I� " P P P P P I \\JI ° o \\` '/ 4" OF 3/4 MINUS CRUSHED P P P P P i P Il P II P P 1 P P 1 P P P � I�v v OV80is 9a9 02i9 089 9do ObO 080 . P P // � PIP PIP PIIPIP i AGGREGATE I � �I O P I I' /�I I _ " E VICTORY RD _ _ _ _ 331' \ � � 12 OF 6 MINUS PIT RUN (PARKING) E PUBLISHER DR.(PRI VA TE) N - - - O �0 i • II• ;I i O 1-. TIT �v��-1 T- T T7 TIT T� TIT TZ TI ;I I I I i.• ?1 � � � I I I I I I I I I I I I I I I I I I I I I I I PIPIPIPIPIPIPIPIPI �\\ PIPIPIPI -r=,--r-t---- --r--I it TODD F- 0 Lvvy PiPiPiPiPiPiPiPiPiPiPiPiPiPiPiP t O I 1 1 1 II X > \\ `fl P 1 P II P P 1 P P P P 1 P P II P P i HARPER 6 1 11 PARKING LOT I 00 i �, SECTION 11•°. I // c� L?�8 Z2�8 12�8 Z� z 0 8 1�18 Z�JB 1�J8 Z?�8 1�J8 Z218 1�J8 Z218 = \ NOT TO SCALE VICINITY MAP 0 ' 8 t.218 BISJ 1"=500' I I I. •:I � I c 0 c� W0021438 W002i438 WO •W002�a38 -- W00?Ja38 WOO�la38 ;-_�, � I I '•i m 2 2 2 2 30VM /IN M\ C'r< M Sutherland Farm 2 2 NI0OHM Z 1 S BEDIf M Sub. No. 2 .• <1 _-•:�•' � � � 2�I8 --------t------ � 2�8 2�J8 � ��j�-\.-'r � I ! IPLAN SHEET NDEX 2�18 � 22�8 I = a . ---------- --------------- I I I j �6 S t _ -----------------------Lf, ® 0 ERED THOMPSON SHEET D E S C R PT 0 N a GRG GRG GRG GRG GRG GRG I C ® 6 PLEX TOWNHOUSE O X CD CO O { � GRG GRG GRG GRG GRG GRG STORAGE! O 11� I -- LK � oo - � � cM - MD /1 DAD GRG PP 1 - PRELIMINARY PEAT ® m I ` it N W o m o wE < \, - P , • I I M00f1038 S 2 BEDROOM - . . . . I, --- I I x 0 X O - O X X��dna I 3QAiNO \w w/ c�r�r�IcE CUP - 1 - COVER SHEET INDEX VICINITY MAP 6-CAR GARAGE W/ STORAGE o I P I j r g � I --P- W00?J438 I• I r r 9 1 s l w cv I P IFI I i 8 Me BR1 m - ! . 26' P ; , 3 E NCITES °I m m m I P I - - --- :: I F" --- ; P ?� MARK 0 �1 P ---- �--=-_=_ CAPPORELLI \\ P -� --- S ° F CUP - 2 SITE TOPOGRAPHY - - --- 1 I . ...1..�.V. I P C) s° ' �� --- I I CUP - 3 ENGINEERING PLAN L-- P -- P - ae 3 sae 884 B C+7 P --- sR "� s°�� b -- I ® BR3 00 P - I P 1 BEDROOM 6 1 3WM /M M\ eVI CUP - 4 -SEWER PROFILES 2 BR1 ® 3 P W P- so `5°r� so _-- DUPLEX I Z S BEDROOM 2 BEDROOM v+ r� w cv --- Z -- ❑ • • I I 1 BEDROOM o I L( jP oo I Due eue . . . . - 05 1 -OPEN SPACE PEAK A BEDROOM DUPLEX • B ❑- NOTES: BR1 BR2 BR2 BR2 BR1 M 1 . I Z) (V 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. q. N I M; _ - - - (0 DAVID u, o Q DID GRG { r RODRIGUES 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. I� I N MOOA038 2 2 BEDROOM i W REFERENCE FIRM PANEL 16001 CO253J REVISED DUNE 19, 2020 �_________________� � - III o •_:� _ - ,s9� I � 3a�su�a \w w/ c�R�oE x 10 I 1 c0 z I �A8 BR1 N 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES STREET 0O ill`. °i I I �Tr P P , • 8 o L--------T--------J VERTICALLY INTEGRATED r „ ---- ---- I 3 E o LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 TEN FEET ADJACENT TO o N 111 P P x3�dna M b - - - ( ) CARPORT ® U U �1L'� ---- ---- Woo�Ja3a t o ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC m 3 I it -❑- 6'i-_P_ ❑-- - - N N UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO - co I : P P 8 LNG Buj 111 •.°� r® _ � ---- � .�•'..,`.::• ;° � THE REAR LOT LINE EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) P 3 E m - P I P P P - I • FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY o 30V�IVJ AR M\ eVIS11eE LOT LINE NOT ADJACENT TO A PUBLIC STREET. m -P- --P- --P- ---- -- w00tl03B Z S BEDlf00N1 1 r=:1: : Q P - --- C R P P } HRISTOPHE ? :1 M w c� ---M P I !--� `J `'m -- DOUGLAS 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z ; I m m m P � 1 BEDROOM 6 O „• I m m --- P 297 -- = DUPLEX STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING F -- ? , • - -- -- PERMIT. P 1 I I N II' --- I I r w ®®® X - - -- - - - - O I Y�I 11 l :: P o 0 w o 1 o X o W o - - I t1 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o � Ii x e I -- - --- - : 0 P o ;____ EK J -U o _____ Of J o m � I e'KI BE SUBJECT TO ASSESSMENTS OF THE NAMPA IF 0BEDROOM o m r o ---_T-__ o w s LOTS N HIS SUBDIVISION ON WILL o D GRG I T I I 0 Ld Q X 0 m o X o m o X o - m z • ; a 3 w w MERIDIAN IRRIGATION DISTRICT. W Q x3ndna N 0 F] F] i IW002�a38 l • 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION D 1 �, I I'R8 BR JOYCE 3 E W d i I 3 E FACILITIES AS APPROVED BY ACHD. 8 LHIG 8164 B IIY z 0 � II-A CLARK tY ------ - ----- - - --- ` ---------- ---- ------ CD ' 394M •i ------- -------, II 7 � F eVI � ® I ® ® ®1 ®j _____________ ______________ 33= 7. DIRECT LOT ACCESS TO S. EAGLE ROAD IS PROHIBITED. Mp g Z S BEDlf00M1 X CD BR3 I BR3 BR3 BR3 BR3 BR3 -- J219 eye 3 d 3 3 i 3 3 3 ; I ° - Sutherland Farm 8• ALL ROADS & DRIVE LANES ARE FIRE LANES AND NO PARKING IS ALLOWED EXCEPT i u •I ::' :-' CD BEDROOM I BEDROOM BEDROOM i BEDROOM BEDROOM BEDROOM Sub No. u `! o = ' i 0 c� '�--- �-- 1 BEDROOM � �` > IN DESIGNATED PARKING STALLS. 'NO PARKING FIRE LANE' SIGNAGE WILL BE I V � z 0 " DUPLEX PLACED ALONG ROADS AND DRIVES. = 0 BR2 BR1 BR BR1 BR2 BR1 BR BR1 BR2 BR1 BR2 BR1 O M CD I �_-____-____-_ }� C 0 ----------- 9. PRIVATE STREET EASEMENTS SHALL BE PAVED SURFACE CAPABLE OF SUPPORTING o o v m 0 " "'-ARE VEHICLES AND EQUIPMENT. PRIVATE STREETS WILL BE MAINTAINED PER DAD C'�' y 0 26' / E. Publisher St. .• • __ _ _ __ _ _ _ MERIDIAN UDC 11 3F 3B BY BARON PROPERTIES LLC OR ITS ASSIGNS MOOi103B S 2 BEDROOM III .• I r------- ----� �---- ----� r- - � - _ - - - • M - - -3, 3QAiM9 \w w/ 1 I 1 1 I I I I 1 1 I 1 Ir��� - '�= � � � � ss I'A8 BR1 L'�'' • '' 0 1 � � � � I 1 � � � � I , , , c�,., eye eye eye eye eye eye zio�de I II rll • • � I P P P � PIP � PIP � I�vv� G7 I �vv 8 € BM 3 E 1 :.. --- ------------ _____ -_- -_0 -. j SN 5 ' ®®® , ' _ _ E PUBLISHER DR.(PRl VA TE) e�- Q 1� c22 can N 201 135' 51' ------------ ' P I ;. III. I !I ®®® Duo ®®® Duo p24 III d •.. .. I II :I -.• .-.• I P I ao ° :-. 26' 0 0 0 -- I ;-------- ------- �----- OWNER M ; P ,I c I c�a ; 0 ------ M lu'. :� :: I - I n 6 BARON TEN MILE LLC DEVELOPMENT FEATURES j 0 u I P ci ro Im m TOTAL PARCEL- 13.60 ACRES COMMERCIAL PARKING- REQUIRED PER CODE: 32 SPACES j w 0 0 w 0 0 DAX 1401 17TH ST#700 CLUBHOUSE-2,540 S.F. @ 1 PER 500 S.F. =5 SPACES : P � m w TOTAL LOTS-NO SUBDIVISION al.. •• .:• I N c� O 0 °' m cn i LOPEZ DENVER CO, 80202 ° COMMERCIAL-3,341 S.F. 1 PER 500 S.F. =7 SPACES C I � W W RESIDENTIAL AREA- 10.56 ACRES-77.65/o ° VERT INTEGRATED COMM -5,400 1 PER 500 S.F. - 11 2 Z o' ❑ o - o . DEVELOPER COMMERCIAL USE AREA- 1.53 ACRES- 11.25/o @ - P I pf m z ' / +d \ BARON PROPERTIES. EAGLE ROAD BUFFER- .45 ACRES-3.3% SPACES -� 0 0 00 x O � � n 1401 17TH ST STE 700 o COMMERCIAL o II I I P I I � I � 26' 0 O I Im N @� N 3 m DENVER CO. 80202 PUBLIC RIGHT OF WAY- 1.05 ACRES-7.8/0 7-TOTAL PARKING 1 L===� 2. P x 0 pf 0 x 0 0 CD 1 . . - . . ENGINEER TOTAL DWELLING UNITS- 138 6-PARKING STALLS u•. .I --- I L 0 CD J C) 0 w IN 1 - HCAP u P w I z 0 c� J s DAVID A. BAILEY, P.E. UNIT MIX iiiT' ' I m o I w W BRADLEY BAILEY ENGINEERING, INC. 1 BEDROOM/1 BATH - 56-40.6% 0-COVERED �11 CL O O co c O O % Q 1119 E. STATE ST SUITE 210 2 BEDROOM/2BATH - 26- 18.8% VERTICALLY INTEGRATED U bO m m WILLIAMSON \ O O m O O I EAGLE, ID 83616 3 BEDROOM/2BATH - 15- 10.9% 20-TOTAL PARKING � � liii,°•j P � q.8� ; i I� � I 938-0013 TOWNHOMES- 35-25.4% 19- PARKING STALLS co iii _-_I ---� � (D CD _ SURVEYOR ��� 0 I VERT INTEGRATED- 6 -4.3% 1 - HCAP P 1491 sf I 0- COVERED --- 0 0 CD W ?^ W IDAHO SURVEY GROUP coo P I BUILDING MIX OFFICE/CLUBHOUSE CLIO ®®® " Ic°pi --�- 1 -al ` . -� ®®® ; -----__.i-- I 5-TOTAL PARKING W 9955 W EMERALD ST TOWNHOMES- 35 4-PARKING STALLS _________ ___v___�_______ VERT INTEGRATED- 6 IRR IRR IR xt % IRR IRR IRR IR IRR IRR IRR IRR IRR IRR IR I Q BOISE, IDAHO 83704 11 i 1 - HCAP I 129' _ \ RR RR RR R 208-846-8570 0- COVERED I Ilk I . - � N89.36'03"W 752.03 168 1 BR/1 BA DUPLEX- 56 ` 2BR/2BA SINGLE- 10 z PLANNER/CONTACT \ 2BR/2BA W/GARAGE 16 `L _ I BARON PROPERTY SERVICES LLC 3BR/3BA SINGLE 15 LIV STEVENSON -�------,T I SEC 098 O O I° SEC 098 40-TOTAL BICYCLE PARKING- Y� ----------- 1 . SEC 098 1401 17TH ST, STE 700 0 0 LLC 10-OFFICE/CLUBHOUSE LLC i•• LLC RESIDENTIAL DENSITY: 1' 11� a I iii DENVER, CO 80202 10-COMMERCIAL I - 10.15 DU/ACRES GROSS ZONING - 13.07 DU/ACRES NET W/O ROW, BUFFERS& 20- RESIDENTIAL COMMERCIAL EXISTING-RUT 4 -TOTAL STORAGE UNITS I PROPOSED- R-15&CC COMMERCIAL ENVELOPES TOTAL- 11,281 SF �I . I SEWAGE DISPOSAL - CLUBHOUSE/OFFICE/MEETING- 2,540 SF 4-TOTAL TRASH DUMPSTERS I Inglewood Pl MERIDIAN CITY SEWER - COMMERCIAL NEAR CLUBHOUSE - 3,341 SF 3- APARTMENTS Sub. No. 1 I I WATER SUPPLY - VERT INTEGRATED COMMERCIAL - 5,400 SF 1 - COMMERCIAL/CLUBHOUSE MERIDIAN CITY WATER �I CITY OPEN SPACE (SEE OPEN SPACE PLAN-OS-1) I I MERIDIAN CITY �i SCHOOL DISTRICT TOTAL REQUIRED: 198 SPACES DATE: WEST ADA RESIDENTIAL PARKING-TOTAL REQUIRED PER CODE: 166 08-02-2022 I I FIRE DISTRICT 1 BEDROOM -56' 1.5 PER= 84 SPACES W/56 COVERED PROJECT: 40 0 20 40 80 MERIDIAN 2 BEDROOM -26'2 PER= 52 SPACES W/26 COVERED C2021-027 IRRIGATION DISTRICT 3 BEDROOM - 15*2 PER= 30 SPACES W/ 15 COVERED SHEET S.20 S.21 SCALE IN FEET NAMPA MERIDIAN S.29 S.28 1" = 40' IRRIGATION DISTRICT I v Q p U Q O In M O � O 0) v � N � v W @ ■_ Z 3 Z 3 A+ Z = a 'aA = o W Z ZN W LLJ W Z_ U) CID � Z � M 00 LLI < o J � - w ui � O J V W Easement/Agreement descriptions: Title information provided by First American Title Insurance Company, ��S�ONAL FNC/ 7s S.20 . S.2 File No. NCS-1089537-CO, Commitment Date: September 16, 2021. a�❑� G�STER�O�� m Schedule B-Part 11 Items 1 through 10, 12, 17 through 24, 28 N through 33, 37, and 38 relate to general exceptions, taxes, liens, F y n° 1 •. I reservations, assessments, unrecorded rights and financing and are 13,1. U h ` I I not ottable. O-Z �� r Q Right of way for South Eagle Road. OF Exception 11 - Plotted hereon i__j 2. All matters disclosed by a record of survey recorded June 29, 2000Lj CHECKED BY: o ,......... I v Storm Drain Manhole o w 3 r �L, � I Y¢ z a a under recording no. 100050710. U ❑ Rim=2679.27' ri z ¢j I a ¢ + w r ~ o z z zo Exception 13 - Not addressed by this survey. DAVID A. BAILEY P.E. „y i Z Z J I Z < < F-V7 Q Z� J G`� Ito 2w -JZ s Irrigation Box ` ' z W v ¢ Cn O Q z p a a_ Q ❑ DRAWN BY: 9 = _ Q_ v'_ w: ! m 0 _ W a'n a_ s 3. Easement, includin terms and revisions contained #herein: DAB/DES 48.0'- SHAUN Rim=2682.22' U [� to¢ J E 0, a_ _ yr 9 P = ' Recording Information: 105067197 EICHMAN 12"ADS I.E.(N)=2677.01' Sewer Manhole 'c �. -M i 12"ADS l.E.(S)=2676.51' I Rim=2678.35' a In Favor of Ada County Highway District E. Victory Rd. +� For: Right-of-Way 1 60 18p Project Area 12"PVC I.E.(W)=267$.29' I.E.(Q)=2669.20' -TP Exception 14 - Plotted hereon. MOM P.O.B. BLOCK Li i1i-.L lI i ' _ . _. 120 l l Approx.ratioabandoned wail U1 Easement, including terms and provisions contained therein: - per owner 15"ADS E. Recording information: 10fi124819 S9��fi location Parcel II y (5)-2673.98' g SCONE: - 60' L1 Q ! 588r22'03"E 752.Ofi' r In Favor of City of Meridian r # _ P.O.B. Irriga n - 282.00' Drain Field Area 470.06- For. Sanitary n ter Main """' r it Sower and Water Parcel I Blo ff 9�' Y5 t . �5 �� Exception 15 - Plotted hereon. FPOa �5• ``'' � `��`''� `� 5-' ��'�'� • CELLI AK REVOCABLE 4., • LIVING TRUST A Easement, Including terms and provisions contained therein: _ IFTT __ Recording Information: 106124-820 Legend - I C� ' ^ •• u~ � Septic Tank Lid � ---- �� g i u �� ` c N' p Parcel I '¢ " x �s� In Favor of: City of Meridian x ni- s Landscape Wall For: Sanitary Sewer and Water Main VicinityI�ao �v 9 , 2820 S. Eagle Rd.-x ;y v - x -x x 4 ` „ ❑ �❑, - x� - --� N a x x� Exception 16 - Plotted hereon. Q Found 1/2 Iron Pin, as noted -NTS- 5 8.0 I -- ,v --�"50.75-~-� ; r v SHE x .- 6. All matters disclosed by a record of survey recorded January 23, (] Found 5/8" Iron Pin, as noted Sanitary Sewer gg; y z I Building Height a ti+ Barn Septic Tank Lid , 2008 under recording no. 1D8007992. Easement I i 9 =17.0' ao 2119 sq. #t. ❑? I _x 30'CMP Riser �• ADRIAN Exception 25 - Not addressed by this survey. Found Brass Cop Monument 3 I' OR. ~�~ '� Rim=2683.12' � X MASCORRO Landscape W❑II f' I 12"CMP I.E.(E)=2681.fi1' 7. Extension of Domestic Water and Sewer Service outside Meridian City Q Found Aluminum Cap Monument fi0.75 g7.97, 282.00- 44 x x _- 1 Limits Agreement and the terms and conditions thereof: - ��d3 - -� „ �-1i• x.--•`-x" K-,­ X Calculated Point N89'22 03 W i 1 1 50• ,x �, I Between: City of Meridian j - And: Marty Thomason: ® Set Bench Mark ,N I - ;.. Kennel ti Irrigation Box RecordingInformation: 110043924. �� 4724 s ft. ! Rim=2683.28' , Building Height q- ,. �. r � Gas Meter I =74.6 i. p i''° 12"ADS I.E.(S)=2681.439 �� S Exception 2fi Not plottable. 1 3 I 3 93 x 12"CMP I.E. W =2681.53 , cry -- S-- Gas Marker 12"ADS INV=2678.41' ` g7.90'1.r�x `.-. ( ) 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 `� 11,51 .'i teel-Riser ► ��� HARPER Limits Agreement and the terms and conditions thereof x_J�-�x ► x- ® Water Valve described as follows: Irrigation Box �p 4 -x- 1 ~v l ► �-x x x x x �. Between: City of Meridian Rim=2fi80.97' I 1 Irrigation Pump �', x ---�x And: Marty Thomason Water Meter parcel l: Inverts not accessible I ' ► Retarding Information: 110043925 That portion of the Southwest Quarter, Southwest Quarter of Section 21, Township 3 U Parcel II ► 12'ADS INV=2681.26' Exception 27 - Not plottable. r, Water Manhole North, Range 1 East, Boise, Meridian, being more particularly described as follows: I , 5.0' v 2820 S. Eagle Rd, s� Sutherland Farm �� " Sub. No. .2 A Easement, including terms and provisions contained therein: � Fire Hydrant Beginning at the Northwest corner of the Southwest Quarter, Southwest Quarter, of a b ; I 10 PVC INV=2681.82' Recording Information: 105126604 Section 21, and running thence East 330 feet, j r I In Favor of: Ada County Highway District Water Spigot thence south 132 feet, or Drop �� 1 I FR`D Right of Wa Y '"HOMPSDIr For: Public Ri Sanitary Sewer rr � Y thence West 330 feet to the West boundary of Section 21, Easement Exception 34 - Plotted hereon. Q Water Well thence North along said West line 132 feet to the point of beginning. i i rn� 10. All matters disclosed by a record of survey re.ordsd January 23, #- Power Pole Parcel II. ` ParcP. el IV E 2008 under recording no. 108007992. That portion of the Southwest Quarter, Southwest Quarter of Section 21, Township 3 P.O.B. " I Exception 35 - Not addressed by this suety. Power Meter North, Range 1 East, Boise, Meridian, being more particularly described as follows: Parcel III /10*RCP INV=2678.87' K Drop 10 STP I.E.(W)=2681.89 t ' I MARK P CAPPORELLI 11. Extension of Domestic Water and Sewer Service outside Meridian City Power Junction Box Commencingat the Northwest corner ❑f the Southwest Quarter, ••�•- - 43.96 -x _ � _ x -N89'22'03"W 752.Ofi'- x_ x --x x x x.. x x x Y Southwest Quarter, pC '•� I �p, - __ _ _ _ _ _ Limits Agreement and the terms and conditions thereof: Section 21, Township 3 North, Range 1 East, Boise-Meridian, in Ada county, Idaho, # N N 272.00�`• - - - - - g 'T Telephone Junction Box ;l. 63 q. I - 1_� 480.flB Between: City of Meridian p thence East 330 feet to a point, to the real point of beginning, thence East 470 feet r` ' And: Marty Thomason to a point, I 26.08' 44.34' 1 �� Recording Information: 110043925 Eu Utility Box W I i, n, ll . r Drain Field 1 CV thence South 327 feet to a point, i ' Exception 36 Not Io#table. thence West 800 feet to a point on the West section line of said Southwest Quarter +� I ka m Per Owner Building Height + P P Q Monitor Well rn r [!1 I .'n - =11.7' X I tG Southwest Quarter, g,0 Off; CD thence North along said West section line 195 feet to a paint, C p Benchmark cv i 0 >r Parcel III "' c`°v s$o DAVID Storm Drain Manhole thence East 330 feet to a pint, � n Chiseled "X" €n sidewalk LO iv RODRlGUES P c] 2910 S. Eagle Rd. cri Parcel IV '� LU ' ID Catch Basin thence North 132 feet to the real place of beginning. m Elev.(NAVD88)=2681.11' 2 .96' o �� T.B.D. S. Eagle Rd. ,� co , f v N 1. The underground utilities shown have been located from field w Sewer Manhole I o z v Irrigation Control Valve Box Excepting therefrom that portion conveyed to Ada County Highway District by warranty p I I Z p survey information and existing drawings. The surveyor makes deed recorded May 26, 2005 as instrument no. 105067197, records of Ada county, N Rim=2681.04' 12 CMP I.E. E =2680.45' `r'v, P no guarantee that the underground utilities shown comprise all r+�j Pressure Irrigation Valve Idaho. .p 0 I.E.{�}=2674.10' I t \_Building Height { ) I �� such utilities in the area, either in service or abandoned. The =11.5' g P.O.B. 3 71' LI1 surveyor further does not warrant that the underground utilities OC'D Clean Out Parcel Ill. m p Parcel V L3 UI x �.� shown are in the exact location indicated, although he does 272.00 '� S89-36.01"E 752.03' (Note 8) certif that the are located as accurate) as ossibie from Part of the Southwest Quarter of the Southwest Quarter of Section 21, Township 3 2 r• - _ x x _ _-_x- _ _ ___W _ _ _ _480.06'• _ _ CHRISTOPHER Y Y Y P North, Range 1 East of Boise Meridian, Ada county, Idaho, more articular) described 0.46 L4 - - _ - - --- _ - - - infam�ation available. The surveyor has not physically located ED Mail Box zo r• N89'22 03"W 752.06' Property Boundary Line 9 Y particularly l .-. DOUGLAS Yo P Ys Y as follows: {Mote 8) � a, I cn i �;� the the underground utilities. a Storm Drain Manhole x ,: ,- ++ -- -- U Beginning at the Northwest corner of the Southwest Quarter of the Southwest Quarter Rim=2681.14' z �1 26 f 2. Address of surveyed properties:2820 S. Eagle Rd., 2910 S. cn Adjoining Lot Line ,d of Section 21, and running thence; I b' - - �:, �? I Eagle Rd., 2960 S. Eagle Rd., 2990 S. Eagle Rd., 3020 S. Eagle o South 327 feet to the real place of beginning; I + �� Rd. - - - - Parcel Line -;: 26.61 x \fir JOYC EUJ j thence East 320 feet; I I CLARK thence South 136.125 feet; = ' : - : 3. ..................... Tie Lane 1 The subject property falls in Community Panel Number N ¢ thence West 320 feet; °`' °° ? Fire Pit �. 1600100253J, National Flood Insurance Program, Flood Insurance o thence North 136.125 feet to the real lace of beginning. '"� n "�I Parcel V s� o, Rate Map, revised and effective June 19, 2020 and is in an --- Section Line w P 9 9 v5 a d. Sutherland Farm Z � z w• x 2960 S. Eagle. Rd. ' ,. v; area designated as Zone X or areas of minimal flood hazard. � z Less and excepting that portion deeded to Ado County Highway District in warranty I Sub No. T Right-of-Way Line deed recorded September 22, 2005, as instrument no. 105138471, records of Ada I 26 � , \- 5. Gross land area = ±13.60 Acres county, Idaho. I � � Centerline w - w 6. Vertical datum: North American Vertical Datum of 1988, Parcel 1V, �. E. Publisher St. Easement Line -------------- Building Height , 10 RCP INV=2682.67' contour interval 1'. Part of the Southwest Quarter of the Southwest Quarter of Section 21, Township 3 r 12"CMP INV=2682.28' � North, Range 1 East, Boise Meridian, Ado county, Idaho, being more particularly `17'4 ® 7. The subject property is current) zoned RUT -- Rurual Urban -ss--.�n Sanitary Sewer Line w/Manhole 9 Y 9 p Y 1602 sq. ft. Je P P Y Y described as follows: L5 _ x- _® x x x- x x x-- --_..S89'36'01"E 752.03'. �- Transition. Pursuant to Table A Item 6 no zoningreport was -_ ...: x -x x x x x _ _ _ x Sewer Cleanou provided o he surveyor. Pe th da u ty a si t th �x x Fence T 40.17' Building Height -� - _ - - - - - _ - - - - - - -- - - - - cb, t t t u r e A Con Web e e Beginning at the Northwest corner of the Southwest Quarter of the Southwest Quarter \. `� Rim=2fi$2.02' minimum setback requirements for said district classification: Y of Section 21, and running thence; 1 9 _- _'2.0' 14.32' 9 I.E.(E)=.2663.61' �+ - Domestic Water Line South 327 feet; I 48.0' f o a 152$ sq. ft. 25.51' L I Parcel VI co Minimum street frontage = 250' - Gas Line thence East 320 feet to the real place of beginning; I a3 House w I3uildin :`lei ht �i 2990 S. Ea le Rd- �i \ � Sewer Manhole Maximum building height ht = 35- thence East 480 feet; P.O.B. '�. �' �' g =g 77' L 9 \• Rim=2681.09' g g -OP OverheadPower i thence South 136.125 feet; Parcel VI -, - 0 � as I.E. W =2663.02' Poe Line { ) thence West 4-80 feet; : . . .... 40.17' Y �; ,� DASC d / II t street) 30 -------------- Subsurface I 363 ft 14.25' Front yard/side yard (local street} 25' d _ _ - - �---_ - _ ___ LOPEZ Front yard/side yard {arterial ca lector s reet - Pipe thence North 136.125 feet to the real place of beginning. L6 '} - 5$9'36'01"E 75203' �' '�� � - -� Side yard, interior = 25' °P i _ T� Top of Bank Parcel V. Sewer Manhole •''< 35S sq ft. Building Height Side yard, (local street)=20 That portion of the Southwest Quarter of the Southwest Quarter of Section 21, fO Building Height - -24.27' =1i•25' Rear }card = 25' - . _ _ . _. ._ p Rlm=2682.61' 5 g g a 14,65' Bottom of Ditch Township3 North, Range 1 East, Boise Meridian, Ada county, Idaho. more particularly �' j co 1 -26 s ft. 15"CMP INV{SE}=2682.52' 9 Y P Y 1.E-%)-2672.90' 1 m =11.2' 24.3$ 40.11' q' 6. There are no parking spaces on said property.described as follows: 0 N " _ '�� a P 9 p P P Y fp °G� �. Parcel o BRADLEY Curb, Gutter u d'�^ q - o v; 1 3020 S. Eagle Rd. s� d WILLIAMSON - and Sidewalk Beginning at the Southwest corner of said Section 21; thence North along the .r ,� oo Barn. o+x tij v 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; a 3.85' as 8'PVC INV=2682.95' the survey. c�3 is ? 0 thence East 800.00 feet to a point; P g g� Sewer Line ��� �? ' � � ` � Building thence South 163.62 feet to ❑ point; 300.37 �� `L� 246 s�: 40'05-� 12'PVC INV=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 �' 177771 thence North aloe said Wester) line of said Section 21, 163.62 feet to the real I E FCR - g Y N89 35 03 W 752.03 place of beginning. I� � o I Irr. Pump 1 Irrigation Box r-�� Less and excepting that portion deeded to Ado County Highway District in warranty er,R SEC 098 ecR -.., � SEC 098 '� -•.� Utility SEC 098 I Grate=2685.28' deed recorded September 22, 2005, as instrument no. 105138472, records of Ada i LLC LLC Stub LLC 12„PVC I.E.(N)=2683.22' cflunty, Idaho. I ' Storm Drain Rim Manhole 2683.53' Storm Drain Manhole x2 12'PVC I.E.(S)=2680.25' Parcel VI: I Rim=2683.84' A tract in the Southwest Quarter of the Southwest Quarter of Section 21, Township 3 I ` z Irrigation Box NO. REVISIONS BY DATE North, Range 1 East, Boise Meridian, Ada county, State of Idaho, described as follows: 48 0'- Inglewood Place Grate=2685.81' r 1 W Sub. No. I 8-PVC I.E.(SE)=2682-71' n ('� Beginning at a point on the section line common to Sections 20 and 21, Township 3 _ r V A H V III • - 9955 W. EMERALD ST. e North, Range 1 East, Boise Meridian, which is 660.48 feet north of the section corner 9955 iDAHO EMERALD S common to Sections 20, 21, 28 and 29, Township 3 North, Range 1 East, Boise Certificate of $UrVe]gr Meridian; - SURVEY PH. (208) 846-857D 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 I l r FAX (208) 884-5399 thence South 63.38 feet; I Line Toble This Is to certify that this map or plat and the survey on which It is based were made In GROUP L L V VNU•IDAHOSURVEY.COM thence West 800 feet to the place of beginning. 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 Una Bearing Length jointly established and adopted by ALTA and NSPS, and includes items 1, 2, 3, 4, 5, 6(a), 6(b), 7(a), oZ Z 7(b), 7(c) 8, 9, 11(as to visible utilities only), 13, 14, 16, 17, 18, and 19. the fieldwork was completed deed recorded September 1, 2005 as instrument no. 105126604, records of Ada '. L1 589'22'03"E 48A0' on October 28, 2021. Date of mop or plat November 20, 2021. county, Idaho. S-20 S.21 E. Victory Rd. Modern Craftsman Eagle Rd * elk L2 S89'22'03"E 48.00' Q S.29 S.28 L3 S89'36`01"E 48.00' ONP� L AND 0 L4 S8922'03"E 48.00' �,GE N A L T A- NSPS Land Title Survey L5 589.36ro1"E 48.Da � Located in the SW1 4 of the SW1 4 of Section 21 , e e 11779 I I Cody M. McCarnman t'j�zl P.L.S. Na. 11779 T.3N., RI E., B.M., Ada County, Idaho LE6589'36'01"E 48.00' Y uz ❑ cadym®idahosurvey.com 0 y�, Q. THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED E OF �� ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY Qr�? McG��'�o Drawn: NKYTLE Checked: CMCCAMMON Job No. Sheet No. AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. Date: 11/20/2021 Date: 11/20/2021 21 -486 1 OF 2 DATE: 08-02-2022 cc PROJECT: C2021-027 SHEET Q p U PRELIMINARY ENGINEERING FOR = o ARTISAN VICTORY MARKET ,Q,o N _ W ' Cc A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 or Z TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Z MERIDIAN, ADA COUNTY, IDAHO 2022 ■% a = cs La Z Rw W Z w ■� o_ U) i Z oM W O eo llo _j m _ z w to io r7 �S�pN AL F,yci LEGEND a N AI I �. III I A NBLOCK 3 BOUNDARY �T P� II'..°II 11 1 ii1 III I --- -- --- O � •�' r:.:1 .. :. - �.-----........ - , .�-�:-t;-� _,��_- ------------�• S 9'22'03"E 52.06' LOT LINES CENTERLINE - - - ���F �F F t , i T T� RIGHT OF WAY o � o CHECKED BY: I w . E-- o o - m �x old- - • 4 r- t - - • BOCK 7 DAVID A. BAILEY P.E. LOT NUMBER L =_= cm �x o �I clm oIX bIW BLOCK NUMBER w �-- -• --- 1 -- O,I i :>:• w, a P�xo_ =ate r�Q--=- ____�cJ�X= -__ -_ --- -- -=ca 00 DRAWN BY: w m mlo i w; ml�-- - w= A -- -- ' - �, ___ -=c _ __ -__= EASEMENT DAB DES I� 3 F � 001 moo i::•: ::. ::. _- ^•.:,, I n .i I r` • SETBACK / & SW ...... W. ASHTON DR r ' _ �_ -• . :� -- - - -- - - -- STREET NAME 3 }:: :.: f S I 11•, , •' ,. i � � � _ I �R��\M '�: IS II 2 = S � 2•• € MP A038 r, MJ9038 II BEDROOM MOOA_38 BED M . 2 S I S HANDICAP R - - - �Q \ \ B DROOM MOOAO 8 =i A CAI A I qr - ,A \ -- -, MOOA038 �i r, . • p' SEWER LINE 5 5 5 \ 'lI - r-- - w_w_w • i• • seal rya ' � raa I R1 . BR2 S I •IIIi ��" WATER LINE STORM DRAIN LINE 6 •.I i ,I II ;BR2 { SSIB; fA8 R1 ;BR2 BR1 ;BR2 SA81 f SA81 fA8 I +}' ---------- -- II: i .:• .. II 1. --�I ----- ------------i ------------- 1- --- ----- - 11 -- - - ------II---I `-- - --- PRESSURE IRRIGATION ------ - GRAVITY IRRIGATION 10 III .I � �_ .; � — --, ----- —� x a N� --- r— —� o L : I . rs P T P P r P P 1 P P P IPA oas,'oa�hao8 as x x I - -_j�-------- J I 9b21o1S9a9 9a9 � 1 II I _ � �� III I. E� � e � P I P I P G, I � T� I'�'� I P T P II P I i --�— — —�-- 1----- �. --� w w w � � �w � \ I I I%��I�� -�-JI I ; — — — FLOW ARROW P $ - Ab i �' S _ $i, o-s -� x SMI�A m \ ��I B3 W ' FIRE HYDRANT o 0) � 0 PRE m m 4 s s I s - CATCH BASIN v P \N I` STOP SIGN ❑ I / W - I TI'I //T�-♦� 11 I �V I I x I I I °- \TT I i� IT I I r\ _ 1 / Y� ` � P P P P P P P P P P P P P P Ir- - ---- -rt-�I\I c" a EXISTING WATER WELL -: X� xI x = j \ � P 11P�Pip� P�P P P P � FOUND ALUM. CAP _ X ta• L- - _' _____ 2 — — -- — MONUMENT .'O -�-- I II � � � .� I A � X y, �, A -- -- III _��a ae �aa zaa �aa zae La as zaa 2 1 I �• :: � --__---_--_-- - � - � - -- - . -� �,. - � - „ FOUND BRASS CAP ` - -- CD woo�a3a r J -- -- • sae BKJ WOOb038 WOOa038 YV 038 W00 038 --- ---- ---- -- I j m c --"-- - - --- - a -- jo r /M M�OgAlOE I N FI LL LOTS I I / - y --- r 6 0� MONUMENT - \� �ooume a aa�oo� r� I 1 Ebe II.•1 :' � t I I. •1 • • I I •4 X pW 11 _ m I c !A� CMG rn M0011®! !IEDIIDOM , W£ - ml x'o o X o �'X 1p - •X3-1 no• o- 3QA61Ap rM W/ QA l " o P Lo_ 11 I � I � .- Ic WIOOb038I1 II • 'r •p • • I --� —� f acm �� P :c Y• .' �� a h 1 ;•: �- ; \' II m �': P p 5 :: o P % , 1 BEDROOIIM 5 -- Q; i --- DUFXLEX iONlll�IIM Ml�mIIWOE x P �1 a a IemMDo11 a� P P f I I a m �, I � I ��1 \ .i I co II O S M H A7 w S 1 \ I 9 woaaiel�o ;'e�oo�I III — € + \� it��w � '— W -- --- -- --- co - - 13' 0" 13' 0" I c P P O - ' ' PV - 8 O n - - P s� -- --- ` ' 4 0 N P ` Ft 0 IL m P X P o is°�� Pr P °° w I - x. =x P ,t__ °' P, P -0 1100l10� ir®YD011 f E _ x ':I I 2Y' ASPHALT PAVEMENT m m ::.::::.. i E r ,, f -- ;.._.:_:.....,..:.. - --- ».. - -- , -ERODb j I ? - - �. - - - 4" -3 4" AGGREGATE BASE I P ° -- i �L I — — ---- -- 12" -6" PIT RUN ----------------- I f 1 1 1 � • � • I I I ., .•• r X _ II '•1 : -- clm w- clm o'w clm 6,x Q�s. B ; , �To---- - Q W X _ = N' ...; XIS XIo= �_ m�==-= - =w; = \ I 26 DRIVE LANE & PARKING ©� q \ o 80MIIY e = :I - - m xL 1 m --- - o- ---- ----J- f TYPICAL STREEZ SECTION (� mI m • Y0011� ° ., i woos E lirn � � N ..........• r• { II ;'� III I N � I �Ae eR, CID �1�• 1 �'-- 1 � � --�'-- '' NOT TO SCALE - --- r � fI c� of 1, o aLd W a (N o BR3 � BR3 " BR3 °` BR3 ° ;�'-_��.-=- 3 i _�� 3 - � 3 '3 t , 3 :I 3 � 3 ' A � --� EDROOM BEDROOM BEDROOM I BEDROOM BEDROOM BROOM _ _ __ • I L• -- = T- 1 DUPLE 6M To \\ E - 1 w z 2 _J I I 1 _______ _ ____ � _c�__ I 2 BR1 BR BR1 BR BR1 BR2 BR1 I BR2 _ BR1 II BR2 BR1 1 • II � I - ' ;e ' o I \\ / ---- - W— m o ® --- ------- -- ----- -- - -- ------ --1--- -- - 1- -- ------------- --------- w 11 I - _ j.- CI T SSCO 1 I��y y e�elletscllle�ellc�clll uc�:cI&cllj210Bve i� PJ » PIIP PIP PIP PP� P1, P '! PT 1P PIP P1P P P11 .+PIP PIP PIP S P P s f f f f f f f f f � a L—L—�--- - - —��` � -- :: w w w w w w w w 6 w 6 w w w w / _ _ ____ N��S ----- P/L P/L J� E PUBLISHER DR. P VATE x x x x , L 5 47'-0" s S S — — s— — — --$ — —$ •—$ — $ l:T —� — — — O i M A, I I ---- - I -- -- oo - - - u .I - ----------- - Fi 7' o" 7' o" � 1 P SMA A4 — -- SDuo T __2 -- I II - _ 16'-6" 16'-6" - - . I J c� H f c� 0„5, 0, 5, 0„ 0, I r1 t I � . I I .r G) 1-00 :.:...:....... N M I 1 P 1 I ____ -- ___- I� -________ `-_- - ` I ---------I' _ r'i co \ 111 L N ,� __=====J= ----- - I - -----_- - ---- :> - -- 14'-6" 14'-6" SLOPE SIDEWALK 1.75% f 1 P 1 w vwi,, 0) A N IU • II I 0.25% PER ACHD SD 709 U . — _— �II. C - x -- __- _x =__- J---- — x — — — z Z Z 1 - -- - --- f- 1 c f P II I I,o c9 z mm o IIII'.. '•• y - J�I -- / ' �' =-_______, �_ -- y --��_'__ - ________'= X __ �I __Q)o�_'=I SLOPE 2 00% SLOPE 2.00% ' -- -- ----_- P c� o - / z c� 0 N res . I/a / - - �I -- ____---_ a= -- -- _�- --_ �^ a a� 4" - 3�4" MINUS � 5" THICK CONCRETE I. CRUSHED GRAVEL �i .■v x� 0 a m - �' 1\ II SIDEWALK (TYP.) --- m J xi - r = - --- - ----- 0 I II a0 :' `'. I �, III I - _. x I P 3 t 1 -------=I===- ---- _____,�_____-__- -__'_- _- 'I � -- � �-- 2 1�2" ASPHALT 4" - 3/4" MINUS CRUSHED PAVEMENT I o 111� — II � I 0 �s� • -L GRAVEL (COMPACTION REQUIRED) k r ^s - -- II x 1491 sf J m m _ ---- a o I X i 5 • := . [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT • I e `� ® " I� - ? RUN 6" PAST CURB. (TYP.) u• - II _ = Y STANDARD ROLLED A EGR ® N89'36'03"W 752.03'i ® - 47 RIGHT—OF—WAY ACURB &CHD D GUTTER (TYP.) AS PER 0 \R�$ �d JT _ TYPICAL SECTION 12" - 6" MINUS PIT RUN it— { NOT TO SCALE I lh EGR - I-__, - - EGR I � e I I I e I I I e d e I EP EP EP Fsss Q 50 0 25 50 100 DATE: SCALE IN FEET 08-02-2022 1"=503 PROJECT: 027 SHEET Q p U PRELIMINARY SEWER PROFILES FOR = o ARTISAN VICTORY MARKET ,Q,o N _ W 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 2022 a SEWER E A PROFILE _ Z W Z LLIa W 2700 2700 Z W U) i cc z oM W 0 `° o' o z w N !n 04 w W vm Z 00 oo W 00 00 r4) 00 0) � W W s 00 M MO ON 00 Z (n 00 - 00 O � r7 2690 O v7 Z WN 0000 � oo O 11Lf) ^ � �to co l_ N MOAN 2690 o�`��S�sTERN�%�, (0 00 � ao ao6 0000 CCoco m N 7 't ( � 0 0) 00 NI— � MOMONH EXIST SSCO a� Q`� Fo �� c� (� � (n0 � 00 � It (Do0 m r7 . �° < ONm (co, r+ NZZO = V) 0 SA:2+00.00 N > IKIJIId I- o) d) � N oo O N N • o RM:2682.10 rn � � n! 0 � � � � 0 O .. "' c0 Q ao .. N + c0 Qg >> > Qom >> Q + cow • "� Q) 00 c0 00N NH L0rn •• Z z zz zz INV IN:26 3.61 8"W O — Ocfl (D (010 QM Z) Q � N NH 2 (nN — O � � — - - � � � - - = � NO 00 pmN ^c00 ' c00 comN = O+ (oz zo + 00 Zm m < > > 9TF \�P C_mQ OON ~ NNH •• •• 21� N - - 0 V)Im Z O� OF c�i) l- - z = Nzo Z Z Nam — Qom_ > >> - ----- - ��� A. N (n0_ — .. _ � - - O NN � ZZZ � (% 0' Z Z --- N of z z N N Z Z z SSM Al CHECKED BY: — - - - - - - -- - - - ----- — �� _ _ - - _ _ -- - --- - STA:2+13.66 DAVID A. BAILEY P.E. RIM:26 2.27 DRAWN BY: 2680 — \� — — — ———— r - - - _ - - - --- - - -- -- --- - -- — --- — 2680 DAB/DES INV OUT:2663.67 8"E 310 LF 8" PV 00.627o 2670 8 PVC 00.427o ' 223 LF 8" PVC—®0.42 ° 99 LF 8" PVC ®0. E2% „ _ ' 197 L 8 PVC 00 42% 131 LF 8" PVC' 00.42% 120 LF " 52 LF 8" PVC 00.42%1 (56 F C—C) 12 LF 8" PVC 00.42% (16 LF C—C) 2660 2660 2650 2650 16466-00 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 Z 0 SEWER NE B PROE LE SEWER NE C PROE LE SEWER U NE D PROE LE SEWER NE E PROS LE SEWER U NE E PROE LE U 0 ow En W � 2700 2700 2700 2700 2700 2700 2700 2700 2700 2700 > Wo WZ W W � z00 W W Oo 00 � � cn oo w �00 ((Do Z� W � OO 000 N� Z Noo I I 269Q- '� NLL Z 2690 2690 2690 2690 2690 2690 °° °° 2690 2690 Z W 2690 �`' MMO O M 00 00 Q ) � N N t­ 0000 (oo (n N 00 ao co 0 = r7NZ z0 n N (nl� 00w MONO ON mm (6 (60 6 cDo 00 I� 00 Q N 00 N N H c0 c0 cD O O V Q > >> 0 0 m � CO + CO O (p O (O � � (0 (O N I� O O � (nH — Z ZZ � n • (oN co4- 00 00 2mNZ ZO L cON Qr700N NH � N � � m NNE - - - 0000 NH N copN 00 (D g Q ►� OON NH + (0 O 00) c0 c00 + Zo m ppNH m � c0 ( .;e + (0Z Z � 20oNZ ZO � OviO c0N 2 � — O .. O M Oc0 (nN� Z ZZ 21- N — — O � •• Q N 04 U) •• >> .N m P, CIA NHm > > > � n � Z ZZ = ONZ ZD --- r- (n (n Z Z M > > (p Z 0 N N O, Z Z Z / (n wZZ 2 N - 0 (nH >> > ---- --_ N � � » -- - - (n (n0' Z z_ z_ -- (n 0_' zz - --- -- - - - - - --� - - - - - - - - — 2680 2680 2680 2680 2680 2680 2680 2680 2680 — — — — ——— — 2680 SSMH 1 SSMH 1 STA:3+29.64 SSMH F1 W STA:3+34. 2 STA:3+34. 2 RIM:2682.28 STA:3+31 00 J� RIM:2682. 6 RIM:2681. 0 INV UT:2667.67 "N RIM:2681 10 w SS �4- , INV 0 T:2667.17 8 N INV 0 T:2668.74 "W STA:7 92.44 INV 0 T:2666.22 8'N RIM:2 76.857\ 0 11,111111, . W 000>1 V / o w 2670 2670 2670 2670 2670 2670 2670 2670 2670 2670 Mt ° 56 LF 8" PVC 0.42% 43 LF 8" PVC @0. 2% ° L.L 7 LF C—C 60 LF —C (47 L C—C) 1 4 LF C—C 1 0 LF C- 38 LF C—C Q z Q 2660 2660 2660 2660 2660 2660 2660 2660 2660 2660 VI 2+00 3+00 4+00 5+00 6+00 7+00 7+92 2+00 3+00 3+34 2+00 3+00 3+34 2+00 3+003+30 2+00 3+00 3+31 — e W Q HORIZONTAL SCALE 1"=50' VERTICAL SCALE 1"=5' DATE: 50 0 25 50 100 08-02-2022 PROJECT: C2021-027 SCALE IN FEET SHEET 1"=50' — up —n Bancroft OPEN SPACE EXHIBIT FOR Q p U = o I Square Sub. Q �.2 , ARTISAN VICTORY MARKET ,a,o co = � w Co A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 �i Z ~ _q TOWNSHIP 3 NORTH, RANGE 1 EAST, z 1 BOISE MERIDIAN z II _ _ � � II IIIQIm I I cn O I MERIDIAN, ADA COUNTY, IDAHO J� cn OJ z LLJ J �Cn Q w o 2022 � _D Q J < o � < 0 Q SHAUN = aZ C)EICHMAN W H LEGEND I ._ z x I I l I D I I I 1 BOUNDARY C'3 c~n -LOT LINES W ¢ OD I C4BLOCK 3 ROAD CENTERLINE J C J S1/16 RIGHT OF WAY --- WW -- -- 22'03"E 7�2.06' w -------. -- - ---------------------------—- -------- ---- - --- _ CK 7 - - LOT NUMBER r" I } �- -- — BLOCK NUMBER BLO 11 I •x• 1 Al EASEMENT I •X I E`_ SETBACK: 3 � CELLI AK REVOCABLE S G' I - 0 CURB GUTTER & SW ao � S T i o � \ F O i'\ C m O w c W p w �M �1 C x q W O o LIVING TRUST 0� tGG R� F o - '�' -- `'' r,I I' o m STREET NAME W. ASHTON DR. 0� QJx _U J c� C w � m � w� r � -- wm r � � �i o 1 m o - m r "� HANDICAP RAMP so Sp Sp N o w m � X m W \ rTl O X rTl m O � O O � m s s s X 0 X q O IN• x- o � SEWERL E � �TRU W W W I^ I \ T IN... WATER LINE -� • T O:..... . = - x - - ,, ----- ---- --- STORM DRAIN LINE sp sp sp I :v• - ( $ �� - PI P Ili •I •• ...... ....::. :.. A B I• I a �° S I r IS � ® PRESSURE IRRIGATION 0 x ..... ' f Lojm � .� IIRR IRR 9038 ; DR ' MO 51a38 BEDROOM GRAVITY IRRIGATION i�".• d I M0051 38 \ BED 2.. M S S t \ BEDROOM' M00 51a 8 MOOS�a38 i I A CHECKED BY: I � A A i FLOW W �q r LO ARRO • } f \ A A DAVID A. BAILEY P.E. I FIRE HYDRANT I 'I ••S518 • rya •S ra a R1 BR2•• .. DRAWN BY: BR 2 S518 f518 R1 ADRIAN I B• li I R2 .. 1 1 a _F BR1 BR2•: :S019 r9 _R rye MASCORRO CATCH BASIN ® DAB/DES rl I �\ f STOP SIGN it `lr -7 J -- - - -- x x X X _ EXISTING WATER WELL W d r- -8po- _ I�` x x r — —� o r° / d3 P T �` s -I=-s P �I P II P P/� P P I P P P I�w� 0"Ois oao oao oao oao oao pay x x x—�- 1 II FOUND ALUM. CAP I � % �_ ��- �� I�I I I��� \ s y P P �ii'I � P P � P � PII M % iI \G w � w W� w w w w w w w \\ \ w iii �- ----+x --`47_--4-JI - MONUMENT ERV _ - -� 31, - - - - - - - FOUND BRASS CAP s s—�s \ �- - - �— - -� - MONUMENT T`,IIdvT -T- d up s s—� a a sax a INFI LL LOTS T� �r � I� � I I I I I I I I I P P p lv�� X P P P I P I P P P P P �P P P P P o it-r= -- ---- --r-�I TODD 1 / m O �I l x ip HARPER I a7 x PIpIIP � PIP � P P � PIP � PiiP,'�p X G7 i --x�X X 6' �I 00 »I X X Z 12�8 ZI8 12�8 Z�18 I,(lie Z�18 1?18 Z2i8 l�8 Z2i8 1�18 Z2i8 I. � O e / �� INS Bill I �� i C V�OONCI 8 W002ia38 WO 3>3 �j \IN I' '1 fT1 W 021038 00' a38 WOON0118 « UDC 11-4-3-27 C4 OUTDOOR COMMON OPEN SPACE / 4 I 3:�V�lVJ /M M\ Sutherland Farm eli / e E 8 2218 2b8 ��18 x ���' ! I NI00)�38 Z /� 1 S Sub. No. 2 .W ISC UDC 11 4 3 27 C COMMON OPEN SPACE AREA c, r , r 0 FRED - \ o I�- ;; . •' '- •'' �'�'�' •..'���..�::�� � UDC 11-4-3-27 B.3 PRIVATE USEABLE OPEN SPACE THOMPSON 2 x o 0 0 ao x -- _ e °rr,° °r�° x I e7 GRG < - • • MOOFKG8 S 2 BEDROOM I po m I P- II - - m o X o - w o x o o X I --IP- X 3�d n a « I 3al►iMa \W W/ GNiAGE - I - - F NOO 1038 1 sl I P I • --T_ I 8 me BR1 r� w N P • • \ P ° 3 EBM �� - I ` MARK P _ --�- --- - CAPPORELLI I� 'X, 'n- X X X X X . . . . . . ... .f\.�. v —n So - -\ _- � � �x� I _ __ _ « I ... I•�e �� P ��I� sp sp -sp I P 1 BEDDUPLEX E 304R111t1 AN M 81WW PSD asp - I a S BEDS" rn E I • r7 N • I ppLA ��,nn cue W I I P o I I m I d N I r- ' N P \ t° w '. ,^ \a (V 51 . II N � w 'w 'w� w t \ C I n-j 00 DAVID I s7 GRG o I RODRIGUES N If\ I 2 E W u.• ,s ,6, 3 06W \w W/ GARAGE 11111°-0 3 rAe BR1 E o \7 T P �xiidna0 b i� - P I ! P WQO?Ja39 1 « » \ o OPEN SPACE P P P P I I"' INS 88j UDC 11 3G 3 E :I -P- « ---- --- \ ____ ____ f • NA- NO SUBDIVISION PROPOSED 0 00 P �-X-- I -L-- -P - --P- \ « 3 /M M\ . ia• m0 X X P P P 1 p `� Z S CHRISTOPHER UDC 11 4-3 27-C1 ,., - - - - - - -- --1 DOUGLAS OPEN SPACE SHALL EXCEED 10% OF GROSS AREA Z mLD P 297 T=__'=; -�Ae--= UPLEX « SO GROSS AREA 13.60ac ::•::• 77 _ J : OPEN SPACE REQUIRED 1.36ac a P \ ? o • I \:2 WO . OPEN SPACE PROVIDED 81633sgft OR 1.87ac V) w yI \ IIII P NCO I pX� � cp pX 0 OX C a -- m i -- J � rrl O w c °Em° o w « UDC 11-4-3-27 B.3. o J m J 090 GRG 8, r- 0 w 0 m o II' 0 w � r 80 sf of Private Useable Open Space required per unit. rI-I --- -- w --- MOOf103B S 2 BEDROOM P P q P m - w V c� o - m � w i Is�I I O m O C� X X p m 6 Q " - II O :.�.;'-:>:: p x o 3aAAlk� \W W/ GARAGE - Each Unit has a patio or a balcony N o O X Detached units have private yards of 6- + • • I NOOd I JOYCE �« rAa BR1 p v w o f cn Private yards 0 I I � Y e � Z I iii •.I j I o --- ------------ ::.-- -------- --- - --- ? I 3 Ar CLARK Minimum size- 94 sf - - -- - --- - - N « c� :. - ---�' --- -- Maximum size- 177 sf I m c� ® ? :.35 ® ® ®I = _ 33 age - i 1 Aver size 143 sf u _�.I x J 3 _ ? BR3 BR3 BR3 BR3 B 3 « Sutherland Farm Private Open Space(Patio&Yard) 3 3 ii 3 3 3 I T_ Sub No, 9 Minimum size- 171 sf BEDROOM r BEDROOM ? BEDROOM i BEDROOM BEDROOM B ROOM r ,j` 1 \ 1 Maximum size- 633 sf 1 BEDROOM \ I z c5 DUPLEX Average size- 322 sf BX2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 � � ---- Total - 75 sf-322 sf/Unit N i - - ----- Private Useable Space 444 �, �� In � - / \ w - ---- ❑w «26' w� �, � Average Private Open Space by Unit Type o ti - -- - ------ -� - - -- - - -- - -� - - _ 1 B - • , V _ _ ______ _ I « Toe � E Publisher St � Bedroom II I r _ _ _ - r- -� I G7 9 I �` I Ir v` I / w L9 Co SS SS Patio- 137 sf T. ' 0 PIP PIP � PIP � P PIIPI � P � PIP � F' - I. P PIIF� OPI POP ! pop ! PlI( JP cue ebeelseegelseebe2lolsde F G O �� I II I Itivy I \VI v y s�s rage yard size-372 sf P / Ave U. • w _-, w w w w w w w w w w w w w w I 5 5y�/ ____---- __= Average private open space-509 sf III ., I •' 0 ' OGO — -------- « � �I �----------=-- 2 B - E PUBLISHER DR.(P VA TE I / Bedroom 1 X- x - LT � _ x - x \ _ x- - x- - ^a X- x_ x x x- x- _ x- x- x x _ x X IL...I. o o s -ro3'-s-r� S s `�T s s - - - - - - - - - - - � - - - - � -y - - - - 1 Patio- 177 sf -- s s s s s s s s s s Average yard size-421 sf II ilru-i lull P I I � ` _ ` � I;� � � Average private open space-598 R--_� » - 2 Bedroom with Garage- /X I P II # F I I � � --- � Patio- 150 sf 26 � c� I � ) Average yard size 498 sf 00 I 0 CD --- g p p p �}p I "' Average private open ace-648 sf Ki u. 1 3 Bedroom- i ii ' ---- - --- �,� 0 I f w c� c� U ` r DAX Patio- 137 sf P I N � CO I �' W X - _ _ U i LOPEZ Average yard size 544 sf _x-I - - - - �- - O - - - - - W W 9 X X x "-x Average private open space-681 sf I� In 6-Plex Unit 0 x � °. � Patio 94 sf P I O G7 L7 p 1 N �\ 0 I I- I oe Yard 0 sf r P » CD x 00 �, 0 E Studio0 -Live/Work Unit elf F w ' Balcony-79-119 sf OJ ZG) L7J n S o I m I II • I Yard-0 ��� Jj BRADLEY T T «, ; I « _c � B WILLIAMSON UDC 11-4-3-27 C4. ���/// �� 11 O p rrl 0 » F O o\ e I ao � X ---- I 250 sf per Unit 55-1200 sf t; x ctOo / 1 �J I 99 Units 250 sf/unit=24,750 sf o \ ill 1 350 sf per Unit>1200 sf 1491 sf 0 k__ o N @ - ° o I m 37 Units @ 350 sf/unit= 12,950 sf ®®® P -- °p Total Required 37,700 sf-0.87 acres Ilr ` ®®® ®®® Common Open Space Provided RR IRR129' IRR r IR I IQ I RH--•�--IRR IR IRR IRR — IRR IRR IRR IRR IR I IRR IRR Y IRR Y 1 — as shown 38,203 sf-0.88 acres N89'36'03"W 752.03' - V Z III °•I . �� � / � I II•� EGR EGR SEC 098 EG V , EGR E.--_ - --- TI/'i SEC 098 0O °I / SEC 098 0 LLC LLC LLC I II II. I I � G I I IInglewood Place Sub. No. 9 I I DATE: 08-02-2022 40 0 20 40 80 PROJECT: C2021-027 SCALE IN FEET SHEET 1" = 40' I10S _ 11