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Home My WebLink AboutPZ - Pre-Plat (2) C� M E Coy Square rsub. PRELIMINARY PLAT FOR WI ARTISAN VICTORY MARKET SUBDIVISION �°IJD `-' N � � Lu ._ Z A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 4) Z I ry I w_ Curve Table TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN 4) Z J 2- Cn 1I I =_ = = I IIQi I LLJI I cc I I I Curve # Radius Length Chord Bearing Delta MERIDIAN, ADA COUNTY, IDAHO oz w w � �Q Q < � U 2023 w 29.64 29.59< cn � z . S060337W 111919w o o Q Q Q J o o Q _ cn Q w � aZ CD C2 150.00 30.70 30.65 S05'5125 W 11'43 42" NSHAUN W _ jEICHMAN C3 150.00 67.95 67.37 S12'59'08"E 25'57'24" WZ U' . . .C5 150.00 106.66 104.43 S19'44'18"E 40'44'30" ■� CO - � , W Qco C6 100.00 36.90 36.69 S79'25'22"W 21'08'24" Uo BLOCK 3 _ $1/1 6 I C7 100.00 37.61 37.38 S79'37'33"W 21'32'47" SUTHERLAND� J FARM N0. 4 , 1 CD Ask L _/54 C8 100.00 50.54 50.00 S75:07'24"E 28*57'18" THOUSAND SUBDIVISION I 1 1 V w C9 100.00 50.54 50.00 S75 07 24 E 28 5718 SPRINGS J I l C10 50.00 19.98 19.85 N78'56'57"E 22'54'01 / I SUB IVISION 1E S\oNAL FN I CELLI AK REVOCABLE C11 100.00 31.71 31.58 N08'41'10"W 18*10'15" o _ ��'� \STF C12 LIVING TRUST / U I NCROFT SQUARE o �� RF F C12 100.00 52.56 51.96 N32'49'49"W 30'07'02" SUBDIVISION a� N C13 100.00 83.57 81.16 N23'56'53"W 47'52'54" THOUSAND SUTHERLANDmu \ FARM NO. 2 DPI i I K \ C14 50.00 35.55 34.81 S70'15'42"W 40'44'30" VI SPRINGS ' SUBDIVISION yT oar I \ _ C15 50.00 23.21 23.00 S77'20'04"W 26'35'47" SUBDIVISION I I Jll to A.BP \ C16 173.50 34.28 34.23 N06'03'37"E 11*19'19" E MACKAY DR � C17 126.50 25.89 25.85 N05'51'25"E 11'43'42" W CHECKED BY: DAVID A. BAILEY P.E. s ADRIAN C18 126.50 88.54 86.74 N20'03'29"W 40'06'07" IWOODHAVEN y DRAWN BY: MASCORRo (SUBDIVISION SUTHERLAND DAB/DES C19 173.50 123.37 120.79 N19'4418'W 40'44'30" Frj FARM NO. 1 C20 126.50 89.95 88.07 S19'44'18"E 40'44'30" SUBDIVISIiON C C21 173.50 121.43 118.97 " I S20 03 29 E 40 06 07 C22 76.50 28.77 28.60 N79'37'33"E 21'32'47" �!C►OO/� 1 q \ C23 123.50 45.57 45.31 N79'25'22"E 21'08'24" E VICTORY RD E L OON CREEK LN.(PRl VA TE)331' - - - - - - - - �k \°A _ - _ _ - / \ / C15 ,12' C24 76.50 28.23 28.07 S79'25'22"W 21*08-24" s _ 2a 1 C25 123.50 46.44 46.17 S79'37'33"W 21'32'47" 2.26 acres TODD I I I N HARPER C26 173.50 33.67 33.61 S06'09'44"W 11'07'05" 4 I \ C27 126.50 25.00 24.96 S06'03'37"W 11.19'19 io I I \M BLOCK - - VICINITY MAP I Sutherland Farm Parcel Table 1 =500 0 \ Sub. No. 2 I 7.91 acres Lot Area Perimeter Type PLAN SHEET � NDEX BL 0 CK ERED BLOCK 1 Lot 1 44 1MULTI-FAMILY 2 THOMPSON . I BLOCK 1 Lot 2 35403 752 COMMERCIAL SHEET D E S C R PTO N - - - BLOCK 1 Lot 3 34162 804 COMMERCIAL j I BLOCK 1 Lot 4 OPEN 9940 845 BUFFER LANDSCAPE PP - 1 - PRELIMINARY PEAT MARK BLOCK 2 Lot 1 98502 1597 MULTI-FAMILY CUP - 1 COVER SHEET, INDEX , VICINITY MAP , M NOTES I^ CAPPORELU BLOCK 3 Lot 1 23939 631 MULTI-FAMILY . .... .... .... .... . I I CUP - 2 SITE TOPOGRAPHY I I I� CUP - 3 ENGINEERING PLAN z , Q CUP - 4 - SEWER PROFILES I I I loI . . . . - - - OS - 1 - OPEN SPACE PLAN L7 I I I NOTES: 106' I� C RODRIGIUUES 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. - - - - co - - s 11s I 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16001 CO231 J REVISED JUNE 19, 2020 . o N - - 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 o co , ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC o I 1 UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO v P I I THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) m o 1 '� FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY o o CHRISTOPHER } z I ' DOUGLAS LOT LINE NOT ADJACENT TO A PUBLIC STREET. g ZO \ I 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE a z STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING -- -- -- --- PERMIT. Q o N o 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL off, N I O IN LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA N o N 1 0.78 acres MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. > I \ JOYCE LLJ o aARK 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION Z FACILITIES AS APPROVED BY ACHD. Sutherland Farm 7. LOT 4, BLOCK 1 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY BARON Z r 1 i I Sub No. > PROPERTIES LLC OR ITS ASSIGNS. O 8. NO UNITS SHALL HAVE DIRECT ACCESS TO EAGLE ROAD. /n j I V / 1 9. LOTS 2 & 3 BLOCK 1 ARE COMMERCIAL AND SHALL BE ZONED C-C E. Publisher St. c10 125' � I 'e• - -- - - - - - C9 5 C �/ C6 - ' E PUBLISHER L N.(PRI VA TE)_ Q \ I Syo --- -- -- 20 \ �C8 _ - - - - I - v- C24 m I I � 102' 24' C7 1 i 15' C25 P/L P/L • I I V-0" 1'-0" bi ad 33'-0" WI U DAX 5'-0" g'-p" 17'-0" 17'-0" g'-p' 5'-0" 1..i . . . . . . . . . . . . . . . . . . I I LOPEZ 1.75% • I t 0.25% 15'-0" 15'-0" t 0.25% � I . I 149' - - ~ W ^I , 2% 2%_ 07 0.81 acres O . . - . . 4" OF -3/4" BASE 4" OF -3/4" BASE I ( I ^ 0.55 acres 5' WIDE 5" THICK SOD 5' WIDE 5" THICK I CONCRETE SIDEWALK STANDARD 2Y2' ASPHALT PAVEMENT CONCRETE SIDEWALK BLOCK i BRADLEY ROLLED CURB & 1 (PER ACHD SD 709) (PER ISPWC SD 709) 0 I ' WILLIAMSON 6" -3/4" AGGREGATE 4" -3/4" AGGREGATE BASE GUTTER (TYP) \ BASE UNDER CURB 12" -6" PIT RUN AS PER ACHD i ISPWC SD 702 SOD . I I I 47' RIGHT-OF-WAY :• I I � TYPICAL STREET SECTION O NOT TO SCALE U ZONING OWNERS _ EXISTING- RUT BARON TEN MILE LLC PROPOSED-R-15 AND C-C 1401 17TH ST STE 700 0 •• T SEC 098 I SEC 098 SEC 098 DENVER C0. 80202 I LLC I LLC LLC I SEWAGE DISPOSAL d I I MERIDIAN CITY SEWER DEVELOPER Z BARON PROPERTIES LLC WATER SUPPLY 1401 17TH ST STE 700 J� MERIDIAN CITY WATER DENVER CO. 80202 V / ENGINEER cl Inglewood Place I I DAVID A. BAILEY, P.E. CITY Sub. No. 9 MERIDIAN CITY BAILEY ENGINEERING, INC. 1119 E. STATE ST., SUITE 210 SCHOOL DISTRICT EAGLE, ID 83616 I I WEST ADA 938-0013 FIRE DISTRICT PLANNER/CONTACT DATE: 02-06-2023 MERIDIAN LIV STEVENSON PROJECT: BARON PROPERTIES LLC C2021-027 IRRIGATION DISTRICT 40 0 20 40 80 SHEET $.20 $.21 i NAMPA MERIDIAN IRRIGATION SCALE IN FEET $.29 S.28 DISTRICT 409 i v Q O U Bancroft Square Sub. CONDITIONAL USE SITE PLAN FOR = oM I LEGEND ARTISAN VICTORY MARKET �o a � .T C.� 00 0 _ BOUNDARY --- -- --- = N CD w LOT LINES A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 '� z ROAD CENTERLINE TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN 0 Z ,� II � � I I III I I I I I � I RIGHT of WAY 17 MERIDIAN, ADA COUNTY, IDAHO 0- Q LLI � OIn w Oow o o LOT NUMBER � - _=2023 a 7 0 z � ( U J Qz LLJOD BLOCK 7_ z O DQ Q D � Q BLOCK NUMBER < W �J ° �� Q EASEMENT L'iQSHAUN Z CD EICHMAN SETBACK W CURB GUTTER & SW W W. ASHTON DR. - Z �' c STREET NAME - HANDICAP RAMP - w o SEWER LINE s s s W < o ®il vi iii BLOCK 3 W W W SUTHERLAND J U - S1 16 I WATER LINE I - ui _j pl �� FARM NO. 4 I / � 0 .l STORM DRAIN LINE I ,. .,. �_ 89'22'03"E 7 2.06' p p p w III I I III I SUBDIVISION � a �� V - -- - - - PRESSURE IRRIGATION THOUSAND _ PI P: �3 -- .. ---..y;__ _W.� .I -v*�-_- IRR IRR RR - I GRAVITY IRRIGATION SPRINGS J l I I i > N0. 1 W W I I FLOW ARROW cc . ... :.:. . ... FIRE HYDRANT o OVAL 41 Ej1 I � � SUBDIVISION � F I 1 O x O o x o • g I CELLI AK REVOCABLE _ ASS NG'/ I 0 00 o I / U I NCROFT SQUARE ST : m � � � � � cM w cry 3x o co x o j LIVING TRUST a c w o CO x o o CATCH BASIN G R F I i o m _J w E Ic o W m SUBDIVISION r Dm Dm r E � o r� c W 70 0 m 0 m v 70 m -' -U o o -� 0 ': NO PARKING FIRE LANE SIGN � a � mm m � mo W � M 0 wm r0 .I � Dm r � DmE j � o SUTHERLAND N 0 0 m O m W IF 0 x m O w THOUSAND 0 0 , x rrl o m O o i EXISTING WATER WELL w 0 0 x m ❑ i FARM N0. 2 I 0 x FI �? O i - I � o SPRINGS �� TRU FOUND ALUM. CAP OO VILLAGE ' •• I - SUBDIVISION 3 I MONUMENT SUBDIVISION _ _ I OF II I _ _ - SS CAP S S �] j - - _ L: ;V, - - FOUND BRA E MACKAY DR� I fitD A.eP 2 � S 2 S 2 �'�? / <n A' MONUMENT _ ,..i M00�1a38 M0051a38 BEDROOM M005�a38 BEDROOM M005�a38 BEDROOM % 2 S S � INFILL LOTS N A A A A A A A \ BEDROOM M0051a38 MOOS1a38 CHECKED BY: • • c� �t % A A A I _ DAVID A. BAILEY P.E. I • • • / IWOODHAVENL -m S5�8 f 518 S5�8 198 BR1 • BR2 5518 • f • (SUBDIVISION SUTHERLAND DRAWN BY: IL -•1 I 518 BR1 BR2 1S518 f518 BR1 BR2 �•R. � - ADRIAN I � BR1 • BR2 55�8 • f518 S - \�� , l8 rye I a MASCORRo m FARM N0. 1 DAB i i 2„ SUBDIVISION I 2 1/ ASPHALT p l "o / Ir= �� - - -� 4" OF 3/4 MINUS CRUSHED// P II P P l P P P P I I - ' 1 I I = Ill.)' e� 1 ----- P I P I P I P I P I P i P I i�� evbols oao oao eao ebo obo pbe �� ,��I� I I II I OC _ � •., �= I � P1P � PIP � PIP � PIIPlP1 P � '; AGGREGATE 10 III I ---- j I - - - ----=- - - -- -�- \ - II I- - I - - - - _ _ _ (PARKING) E VICTORY RD _ G O O 12 OF 6 MINUS PIT RUN PARKING I RqC - o OQOQ 0 E L 0ON CREEK LN.(PRI VA TE)331 N \°A - „2 - - I I• 1 % + / CID O T I T 1- T T 7 T- T T� TIT 7plp � plp � pl TZ T 1 O I 11 i � - P P P P P P P P P I - ' IPIPIPlPIPlPIPlPIPlPI P P P -r-1--r ---2L-2-2,r��- r--I I IA TODD I I I I I I I I I I P I N I I I I I I I I II I I I P , PIP , PIP , PIP , PIP � PIlP1P HARPER PARKING LOT I I II I � � � I � � - ��:=: - � I SECTION7-7 / � �] � i A / L?�8 Z2�8 1�J8 Zd I� i \"' NOT TO SCALE VICINITY MAP zo O 1 I 8 I I 1�18 Z�JB 12i8 Z2�8 I I I I l?�8 Z2�8 1�J8 Z2�8 -- -- - U " ' / e INS n 81SJ 1 =500 I W002�a38 W002ia38 WO 3� 'Wd02�a38 W00?Ja38 WOO�la38 �' 0 2 30VM /M M\ C'rWM Sutherland Farm 2 VIODUO39 Z S BEDI6 W Sub. No. 2 ali �%` 2N8 2�18 22�8 2 2d8 2 2�J8 22�8 1 BEDROOM is 7-9 res DUPLEX Due em ` PLAN SHEETNDEX- Oj - - -- / 0 I I° I / ERED I - - / I GRG GRG Q / I l- GRG GRG�� - TH°MPSON SHEET D ESC R PT 0 N GRG GRG f ' oo x o m O x o • %� O ® 6 PLEX TOWNHOUSE ® GRG GRG GRG GRG GRG GRG STORAG W CO / 1 O I S c w P / C 0 OAa IGRG M009038 i '1 I ___ J � o � � � � � I PP1 - PRELIMINARY PEAT d o m r 0 m r- / , • k : Moostme S 2 BEDRooM l A W -P- m o x 0 m � X o o m / j X3�dna k I 3QAilAO \W W/ GARAIGE - 1.a -�- I j r x j Woo�ale k . CUP - 1 - COVER SHEET, INDEX , VICINITY MAP , 6-CAR GARAGE W/ STORAGE See rye / I g �A8 BR1 B . k� / - /% %i � k k 3 E I .. a P � �' "F -- - // kq PP RE CUP 2 TOPOGRAPHY I - M - SITE z P �: - - k cA Lu 1_14Zee ��e -P-1 J ' P ��e Zee ��e Zee - -� I I e BIS CUP 3 ENGINEERING P BAN I I k W 3 sae n Blsi E • P J I - -- o 1 BEDROOM k : ® BR3 / d I I I+-�- 1 WOO�Ja38 ! WOO�Ja38 DUPLEX AA III M\ C'AI CUP 4 - SEWER PROFILES 0 EI DES 2 BR1 3 WOO�Ja38 -P- W I 2 F o D m - NIOOaQ39 Z S BEDlf00M1 BEDROOM 2 BEDROOM O I aD / I 2 0 o I I 1 BEDROOM A BEDROOM Z P o �I - ��e II ��e Xo m �a��else >: - - 0S1 - OPEN SPACE PLAN W I I C� P ' O T - DUPLEX B I I • c0 I _1 BR2 BR1 i� �l I P I - I; i NOTES: BR1 BR2 BR vi � r• • � I � � I I ,ri II I ---- = ' -P- ' L �' + rt I I % (V \ - ' fn . .............. _ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. III (� �h•�� r, I I - - 106' N _ 24' ;.�, Z P --- I I s % %�% % tC DAVID _ - r. J • l l • -- :- DAD n GRG RODRICUEs III o • •.;;•• \ •- -� •'•' � 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. g I _ o -1 C c° � r' oo C 'h'.�'�y'I `,-��2 C o 0 W - 1 ,'O M►/ GARAGE REFERENCE FIRM PANEL 16001 CO253J REVISED JUNE 19, 2020 r----------------- a - I I 3QAflAfl \w O �' •, m I s `cu • rFlI BII • N 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES STREET C - m 0 L w W_ 0 • ^ 1 I -------- -------- �- x - x3�dna• S, (TEN) ��, .�� a ;� I _ I � •• 3 E LIGHT IRRIGATION AND LOT DRAINAGE OVER THE 10 E FEET ADJACENT TO T N P r. J iw I I I (/� o - CARPORT Q :. II ° -- EX]LO _-+ ---- W002ia38 l .. ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC cn % % (N ` s UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO w N �' -�� BISJ • ••••••••• - 7TT�� 'n I _ _ I ____ I We THE REAR LOT LINE EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) m n I ll. O 'a o ; "' P o ; u I P = FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY c o �� ' = - - r1L s % 301V�1V0 /M M\ OVL4VrjE LOT LINE NOT ADJACENT TO A PUBLIC STREET. m O :;.. P C R I NI00lJ039 Z S BEDLfOONI - - -�-" P I _-_ I � ° HRISTOPHE O Z tA:':. :::: c ' P ' _ " � -- ----, ' DOUGLAS 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z 1 BEDROOM k �B U el�i `:` g :. J III• -' • �:-•'•• i P i % % •••••••••� % � � �; DUPLEX - - - STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING F � W 1 - - y' • a • ,•.S - o m o o • k ._ PERMIT. z o P I P o c o W • U BEDROOM M0051a38 I� -0 o Y�I I g P \ ; P ; A A o r m - - -- - - - - - 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o i U i I • m m m x Lj o _I m 0 MONO�GRG :�: LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA o 0 IL I P L___J BR BR L ISflB • m m >- :•3 I °! ffl8 1 l______ MOOFKM 2 2 BEDROOM MERIDIAN IRRIGATION DISTRICT ::: 1` i . 3 \w w/ QARAIOE V) o 0 0 . . .: . .... . 1, ----.:::::::::::::::::.;- x 3l d n a car - N N W002�a38 l • 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION w III :•.. . .•.•:• _ ......:.: :: ,=::: .............; �� BR1 JOYCE 3 E d w M B U � z I - 2 2 FACILITIES AS APPROVED BY ACHD. 8 Ik 3 E sae B�� .I � ------ U CLAR K � I I l 3 3' I' I I �. I I fTl I CIDP BED ROOM BEDRO OM N Crl I 0 q r I " A A c , M0051a38 J 7 DIRECT UNIT ACCESS TO S. EAGLE ROAD IS PROHIBITED 3ly1RJV0 /M M\ CIASIAE o I . k :�: IIII00?J03B Z S BEDIfOOMI BR1 BR2 BR1 BR2 ::.;; • Sutherland Farm �. o k I 8. ALL ROADS & DRIVE LANES ARE FIRE LANES AND NO PARKING IS ALLOWED EXCEPT �B else I" 5518 f 518 m _j u°°"!I P �� jl 0 a- Sub No. > IN DESIGNATED PARKING STALLS. 'NO PARKING FIRE LANE" SIGNAGE WILL BE _ W D 1 BEDROOM = I L. m PLACED ALONG ROADS AND DRIVES. I 0 \ P r- - ---- -- - - DUPLEX I II I I II I I I I II I I I I I P II P II P ; P PIP PIP P I P I' P P I P I P P I P P\/ �` ' --- >:3 - - a -_ ------- ---- ,, R TING -.� :-: :: ......... . TE T EASEMENTS SHALL BE VED ACE ABLE OF \ •;•: "s PRIEAVEHICLESEAND EQUIPMENT. PRIVATEASTREETSFWILL BEPMAINTAINEDUPERR �G GRG I I I I �P i 9 � o E. Publisher St. MERIDIAN UDC 11-3F-3B-3, BY BARON PROPERTIES LLC OR ITS ASSIGNS. 4 2 BEDROOM •�-'- I I I I I I - . L P P P PI pi P CI - - C0 - 125' - - - `� �i P aii I fis.' ,= _6 - - - - - U 3QAM \W W/ Q11RI19E ebe else ege CBC eye CBC alobve I I �ill ..• �j - -)� �� • �/ c sA ss ss REQUIREMENTS WITH PROOF OF I'A8 I BR1 I E PUBLISHER LN.(PRl VA TE �° P I ''' ''•••'.;.:•:• • '..'.•' ••. .••..•....=•= � 10 ANY WELLS MUST BE ABANDONED PE REGULATORY NR \ ABANDONMENT PROVIDE TO THE CITY OF MERIDIAN. 3 E :. .. III . I 20 ' �C8 I � - � - - - - - - � 102' 24' 51' C7 I II " I I I I I I � 1✓� .. �•,�.. I II •' I I I I I hill° a P P Pi OWNER III: ®®® D' BARON TEN MILE LLC 1401 17TH ST#700 DEVELOPMENT FEATURES I ilj ® 3SnOHNM01 X3�d 9 3 - - RES 02�0 c� I -- - __ __ DENVER CO, 80202 M lu 0 P P Oy0 ONO ONO Oy0 0210 c� I 9 TOTAL LOTS-6 TOTAL PARCEL- 13.60 ACRES P P CT N ao DEVELOPER PARKING FEATURES •'•'-'; RESIDENTIAL AREA- 10.72 ACRES-7 I m o BARON PROPERTIES. S- 1 TABLE 11-3C-6 I x DAX COMMERCIAL USE AREA- 1.59 ACRES- 11.7% A� d P P rn O II N 1401 17TH ST STE 700 1 BED UNITS REQUIRE 1.5SPACE/UNIT WITH 1 COVERED l O y LOPEZ EAGLE ROAD BUFFER- .45 ACRES-3.3% ---- ---- I W W 2&3 BED UNITS REQUIRE 2SPACE/UNIT WITH 1 COVERED ---� - DENVER CO. 80202 I I ---------------- ---- --P- _0 O 0 X �a PUBLIC RIGHT OF WAY- 1.05 ACRES-7.7/° GUEST PARKING REQUIRED 1/ 10 UNITS I I I P ° �1 :I P P - - _ 14sT_ _ _ m �, ENGINEER c� _ `�` M h N 3 m DAVID A. BAILEY, P.E. TOTAL DWELLING UNITS- 132 1 BICYCLE SPACE PER 25 VEHICLE SPACES I ii .•1 r 0 o BAILEY ENGINEERING, INC. UNIT M 081 c e P P 16 � � I I '. IX O N - - - s- 1119 E. STATE ST SUITE 210 ° I P I P O O 0 m - ' - c _ 1 BEDROOM/1 BATH - 60-45/° 60- 1 BED DUPLEX STYLE APARTMENT UNITS 9000 SF I O EAGLE, ID 83616 ° I 1 1 � � �., •s': � 2 BEDROOM/2BATH - 33-25/° �+ z O n S REQUIRE 90 SPACES TOTAL, 60 COVERED, 6 GUEST RETAIL -P-_ _-P = - �' 938-0013 2 BEDROOM/2.5BATH (TH) 19- 14% GRG GRG GRG GRG GRG GRG ® oc I Q st ; BRADLEY it ----------------- P P C O _ / SURVEYOR 3 BEDROOM/2BATH - 10-8% PROVIDED 90 TOTAL, 60 COVERED, 6 GUEST o `i ---- ---- 6 PLEX TOWNHOUSE 3 sa WILL AMSON l°° P P ® ® rrl O ' IDAHO SURVEY GROUP 3 BEDROOM/2.5BATH (TH) 10-8% 27 2&3 BED BUNGALOW STYLE APARTMENT UNITS : _ _-- CODY MCCAMMON ° ! P P I 4' REQUIRED 54 TOTAL, 27 COVERED, 3 GUEST CIDiii °,1 �'''-' ---- ---- �` c� BUILDING MIX PROVIDED 54 TOTAL, 27 COVERED, 3 GUEST 9955 W EMERALD ST CID III : I A I BOISE, IDAHO 83704 TOWNHOMES- 5-29 UNITS 208-846-8570 1BR/1BA DUPLEX- 30-60 UNITS 16-2 BED BUNGALOWS WITH 1 CAR GARAGES R R R R - _ F__, ®® �I PLANNER/CONTACT 2BR/2BA SINGLE- 17- 17 UNITS REQUIRED 32 TOTAL, 16 COVERED, 3 GUEST SPACES ill.• ° % PI PI P g % pr p % -p % % " --- -- -- 2BR/2BA W/GARAGE 16- 16 UNITS PROVIDED 32 TOTAL, 16 ATTACHED GARAGES, 3 GUEST SPACES 1 0 O L7 --- - Rr� -'R" aR=T--'Rr�---'R�--'Rr�---'Rr /�O O 20 40 $O BARON PROPERTY SERVICES LLC 3BR/2BA SINGLE 10- 10 UNITS " , 330' O 'r Ilk I III l..' i N89'36'03"W 752.03' � 1401 17TH ST, STE 700 I °'ISCALE IN FEET DENVER, CO 80202 REQUIRED TOTAL SPACES 249 i..°.l �� RESIDENTIAL 132 COVERED - 9.70 DU/ACRES GROSS _.-, _ ; ..-: j I 1 = 40 15 GUEST a ; ! _---------= _____- oo ZONING SEC 098 SEC 098 SEC 098 - 12.31 DU/ACRES NET W/O ROW, BUFFERS& 102 OPEN OR COVERED LLC I i•.al LLC I LLC I EXISTING-RUT COMMERCIAL I Ill, •I lull :j iii PROPOSED- R-15&CC 10 BICYCLE SPACES SEWAGE DISPOSAL COMMERCIAL LOTS TOTAL- 2 LOTS TOTAL 1.59ac 322 TOTAL PARKING PROVIDED _ MERIDIAN CITY SEWER - 80 SURFACE PARKING SPACES(2 HCAP) WATER SUPPLY OPEN SPACE (SEE OPEN SPACE PLAN-OS-1) - 88 CARPORT COVERED SURFACE PARKING SPACES 3 HCAP ( ) I MERIDIAN CITY WATER - 74 ENCLOSED ATTACHED GARAGE SPACES �I CITY - 18 DETACHED GARAGE SPACES Inglewood Place I I MERIDIAN CITY - 12 OPEN PARKING SPACES IN FRONT OF 6 TOWNHOUSE UNITS 3-TOTAL TRASH DUMPSTERS - 50+ON STREET PARKING TITANIUM & PUBLISHER SCHOOL DISTRICT ( ) Sub. No. 9 I 2- MULTIFAMILY - 20 BICYCLE SPACE IN 2- 10 PLACE RACKS 0 WEST ADA 1 - COMMERCIAL FIRE DISTRICT COMMERCIAL PARKING �I MERIDIAN - 50 SURFACE PARKING IRRIGATION DISTRICT - 1 BIKE RACK 6 SPACES DATE: NAMPA MERIDIAN I IIRRIGATION DISTRICT 01-27-2023 PROJECT: C2021-027 S.20 S.21 I SHEET S.29 S.28 v Q p . Q O i M O � O 0) v � N � v W �@ ■_ Z 3 Z 3 A+ Z = a 'aA = o LaiZ ZN W LU W D Z_ U) ._ ccU) - Z LLJM � o J U - w ui � O J V W c�S\o'AL FNG �G\srER�o'�� NQfT)RF1��-I r p FOF �� A.B P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES z 0 a U N W H W Q N_ o W p z w y w 0 d Q 0 0. 0 0 w d U w e > o z � Q 0 V) V) e � e � W Q � DATE: 10-11-2022 PROJECT: C2021-027 SHEET +� M v Q p U PRELIMINARY ENGINEERING FOR o ARTISAN VICTORY MARKET N � Lu A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 '� Z 26' o" TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Z MERIDIAN, ADA COUNTY, IDAHO 13'-0" 13'-0" 2022 = Z_ 2% 2% W + oc :oft Z W Q W 423' .�_ __ - _- 257' LEGEND = w 0 n 2Y2" ASPHALT PAVEMENT Z O m o ow ox oW px m Ox �- L li° o 4. _312':, AGGREGATEIT Y --- -- --- W o LJ L IfL J :2 _ / BOUNDARY m _ 0 0 , c p�, o m x o o LOT LINES - z w a_j a_ m Irui cm pw cm ow oo x oW _ _ _ oa oa r-o oa mo ; 0[L mo a_, cm J cm ROAD CENTERLINE N O mo W� mp W� m� WO rZl m m m O w r X O \ W O V m o x m m o W x p \ m p x 0 m m X p 1 III \ 26 DRIVE LANE & PARKING RIGHT OF WAY — TYPICAL STREET SECTION LOT NUMBER O BLOCK 7 BLOCK NUMBER - NOT TO SCALE A L s - ON S - 2 - MOofla3a s 2 s 2 2 s EASEMENT Sg\ Fiyc F, �sr F i s SETBACK o �G RF F A MOOAa38 BEDROOM MOOAa38 BEDROOM MOOfla38 BEDROOM � BEDROOM MOOfla38 MOOfla38 a� � O � A A• A A A CURB GUTTER & SW 298 rfla Sfl8• .98 BR1 BR2 Sfl8 rfle BR1 BR2 Sfl8�. rfl8 BR • • - 1 BR2 � BR1 BR2 Sfl8 ffl8 SA8 r98 III STREET NAME W. ASHTON DR. � i I KUG SEWER/WATER EASEMENT � P/L P/L I + ---- RAMP RA A ,r ------ -------------- --------------� _- III SEWER LINE s g s OgTF OF P I I P -U P PIP I I F F C F F C F C P�c °I 0V80is 080%10 0a0 080%10 ba0<'. �� r-�---------- 1'-0" : O �_ -_ -_ EWER/WATER EASEMENT P P 1'-O" w w w -- ---- --- --- - ------------� O - �- - -7 -------- -------------- - - -- ---- --�__ __------- ��D A.BP ______ ________ __ _ WATER LINE � 1 33' 0" ' � SSMH -- ---- - --, B w _ w SSMFL B5 , 5'-0" 8 -0» 17'-0" 17'-0" 8 -0° 5-0" STORM DRAIN LINE ' X o s o0 331' M o , 5 112' - - - 1 1.75% 1.75% PRESSURE IRRIGATION P P P rn I -�-s e s s e—+�e s ,. s s 1 s r----- -- f 0.25% 2 -0 15'-0" 15'-0" 2 -0 f 0.25% Ins CHECKED A EBAILBEYY:P.E. � S 3 _ � � IRRIGATION m w I - ----- FLOW ARROW x vu .� CT �� = r� P 2% DRAWN DAB/DES - u --------- - - �I III a :• 2% ., . . FIRE HYDRANT 4 . o" I I °° . \ ,,, 4" OF -3/4" BASE SOD' 4" OF -3/4" BASE CATCH BASIN 0, Z� I t.aa zda Ada zda n t.da - zda Ada zda n t.da zda Ada zda v ; , 5' WIDE 5" THICK 5' WIDE 5" THICK STOP SIGN v I 00 i - �� MfJ CONCRETE SIDEWALK STANDARD CONCRETE SIDEWALK 11 � 2Y2" ASPHALT PAVEMENT EXISTING WATER WELL / ROLLED CURB & �, X I I wooda3a wooda3a wo a 'waoaa3a wooba38 wooda3a � /� M� GVWK (PER ISPWC SD 709) (PER ISPWC SD 709) m I I I I £ £aa E ode £ £ £ N I I 110011mB 9 S BEWAOR 6" -3/4" AGGREGATE 4" -3/4" AGGREGATE BASE GUTTER (TYP) FOUND ALUM. CAP 1 2d8 �d8 Fde ode 1 BEDROOM O 7.9 res DUPLEX III 6 C s �J 7' III BASE UNDER CURB 12" -6" PIT RUN AS SOD 70 7 I MONUMENT N IIII FOUND BRASS CAP U � 47 RIGHT—OF—WAY MONUMENT TYPICAL STREET SECTION ) �JO INFILL LOTS s I P' _ I P ox oW pX �W mo H B . c IIII a� mo �� m me GRO n�, MOOfla38 I P - I--- o o- o a m o o m NOT TO SCALE roo�me s Z eEa�oar •A i Pi I a i- P- °�o x o m m X o o X X33dna b l 801AfIAp �w w/QAMOE III �to sfla rfla I P� I Wooda3a �A9 BR1 LO I I I t U III Il r l LO 001 I o 0 7 c l T PLv Ada zda n Ada i Izda 1d8 zd8 E 1 I I i I P 1 ! --P 1 �219 n BISJ III I •d WOOda38 WOOda3 W o w --P 1 DUPLEX 5 0 I 39AM AM M� ors KEYNOTES I I I I I 8 o a J _ W I _ • • I III 1 4" SEWER SERVICES 1 SERVICE PER BUILDING W00�a38 I I I G I 1 m o o a Iloollmo t>�t1 filft3 eEali I I O m I I I I I Ada '-�_�' X W I = 1 - ------------------- P+- I L r- Ada o - I 1 U --- ----------- ---------- ,c I a I 1 - ;� j w w w � w C ' I ------------------------------------------' 2Q 3/4" WATER SERVICES PER MERIDIAN STANDARD I „ 1 L___j 106' _ 24' ,,IIu ^.� f c � . " � III DRAWING W1 (1 SERVICE PER UNIT) I =- l�H nl _ .- w w w w w I /WATER EASEMENT I o0 i ORG ' -- 1 3 O Q SURFACE DRAINAGE SWALE WITH EXCAVATIONS TO h o m x �, �, FREE-DRAINING AS SHOWN. SEE DETAIL, BELOW. I II 1' O L I I I .,. .•. I I w �--- ------------------------ poll \w w� o cm 11 I � � 2 S � ---; �sF �o �� - 1 �s Bl �� , I BEDROOM P - .�� - X A m m I P I I P b f I M 0 0 9 a 8 I AS SHOWN: 0 Leo Illnll rl#illl °•• -- ;e --- x33dna M �� ° �I 50-YR RUNOFF VOLUME: ±582 cu ft WOOda3e 6 1--- �l allll P - P I 1 I �` A LLJ SWALE CAPACITY: ±584 cu ft I I -P 4p n aSJ m m II BR 1 BR2 S� 8 -- 1 ----- 1 BEDROOM f C 7 ; i I 1 1 110011mB� Y �s BEd10oN I P o - DUPLEX = _ 1- 2 = s = o � o I1 I IIII 1 .� 17 BEDROOM MOOAa38 �� p c W o w I _ - -� _- "� m o o a c > I �� I NEAREST EDGE OF z z c� L W ` I INFILTRATION LENS o 0 A• •A m m m Xg mm odo � I � � 4 T a a L__ °' °� MUST BE .0 F BR1� BR2 sfla III I 9 rfla �loollme s z emlloal 1 0 0 I 3 - U I IN 3 I z z -= \ 30" \w w/QAI�AOE � I I 2 i I 2 � FROM EDGE OF �I I n Wooda3a - III `� I x3�dna 1 I 1 rAe U BRt U I BEDROOM ( I i l BEDROOM N FBUILDING OUNDATION. LETTER E -\� \ 2 2 C0 m FROM STRUCTURAL 1 1 can � BEDROOM ,I°j BEDROOM ^�' CID W �,, w 0 \ q A �L4 MOOfla38 - 1 p � � — c . /� I A ENGINEER WILL BE I $ I A - I I I 1 a� I o � 7 c � 1 • y - I • co I N S�vIH A F. BR1 BR2 III BR1 BR2 � • o REQUIRED 198 z l I z 1 BEDROOM R1 �` B R 1 B R 2 B R 1 B R 2 2" DRAIN ROCK °' DUPLEX I COVER r --- -- - S EXIST SSCO ..... -- ----- ---------I --F------ -- - --7 1 7�_,$ M w � _1 - NO SOD OVER r I � r . / _ I�" I P P --- -- $$M �� - w - w - c��\` /SEWER/N►ATER EASEMENT w� �i' j I j j z - - INFILTRATION LENS TYPICAL EASE 1 6 - be CkSC cbe CKC 015C 09C 210bV SERVICE LOCATION WITH I j I I I O 9 Li C :-• s S S S s o U CREATE POSITIVE SLOPE OF 0.5% :. . CONSTRUCTION DRAW! o f '---- ------------- q� / I I ----- M I N ------ --------- -- � w w $ H w 3 u w w /os r - I--- --1 - --1 - __, 0 INFILTRATION LENS \s v�4 SM A / I - - ------ - I--- I--- - ~ •••• •'•'� I ''1 � i r I I I •-----• FILTER FABRIC SIDES & TOP � - s i $ n CONST. INFILTRATION LENS _ _____ _ FILTRATION WINDOW - - - 7 T 2 0 s PI Pli PI P E I +ems s s ----- Al I I pI I I ,.. ::::•. SSMH In I I I -_-_- \ 2 :••::••: OF IN o O •• •• 12" MIN INTO a w t I I I I I - _ _ FREE DRAINING x z I - - - U �r I I � 1 15 S�` Imo- I I I I I I I I I I I EXCAVATE TO FREE III - - N M �- :::: 3SnOHNM01 X33d 9 „ c� ; ; Q N ;. I 1-7----r----r----r--+-T---��---�---JI I i 2 Oi DRAINING MATERIALS odo odo odo odo odo odo I I `------ --------------4------------------------1- 1------4------------------� �------------ WHERE INFILTRATION ----- CAPACITY OF o P 13 I la I j j f LENS IS SPECIFIED. SWALE AS SHOWN o :..:.= ------------- --- ------- --------------- -- REJECT N 3.0 ft / t :.:. P I x I) I SSMH A7 I » w a --- r L w w w ------ I i Q m U n m I O w w w I w w w I Iw I w w SAND OR WITH E 3 f N Q O w w w P 1 III m i I i (Do I � -I - - - �� - - - - - - w CRUSHED GRAVEL 5 N t" SSMH E1 149, _SSMH I 1 1 I I W I P 13 m� �I 3 �S �p� \ s I I I 0' Z r.. - P I o III X i p ` F m t N y N?! �I �� 1 I O I I 24 ::::: 9000 S' r P o 0 I I � N, �_ I Fs s S s S�� S'------ ---- - s s::. . . �/ SD SD SD �. SD SD SD SD SD SD F P= _� 0 3 res' l _ V . ------------- GRG GRG RETAIL P GRG GRG GRG GRG o p ; TYPICAL LOT DRAINAGE SWALE P P 6 PLEX TOWNHOUSE m I —NTS- --- --- ' i- --- --- P +� �� P to -- - TYPICAL UTILITY SERVICE & UNIT DRAINAGE DETAIL w 1 =20' 20 0 10 20 40 NOTE: UTILITY SERVICES(S) AND LOT DRAINAGE VARIES BY SCALE IN FEET W Q LOCATION AND WILL BE FINALIZED WITH CONSTRUCTION DOCUMENTS. DETAIL SHOWN FOR REFERENCE ONLY. 1"=20' z r— V 0 z w ROW 96'-0" ROW o 12'-0" 36'-0" � 36'-0" 12'-0" - > 2'-0» 2'-0" 34'-0" 34'-0" 1.75% 1.75% IIII f 0.25% t 0.25% 2% 2% m 4" OF -3/4" BASE 4" OF -3/4" BASE 7' WIDE 5" THICK CONCRETE 7' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD-709) STANDARD 3" ASPHALT PAVEMENT SIDEWALK (ACHD SD-709) VERTICAL CURB SP-3, 1/2" MIX, PG 64-28 & GUTTER (TYP) 4" -3/4" AGGREGATE BASE 50 0 25 50 100 AS PER ACHD SD-701 17" -6" PIT RUN EXTEND 3/4" MINUS Z SCALE IN FEET AND PITRUN 6" PAST 1"=50' CURB. (TYP.) 0 96 RIGHT—OF—WAY In 72' TBC TO TBC EAGLE ROAD SECTION V NOT TO SCALE m w �6 Q DATE: 10-14-2022 PROJECT: C2021-027 SHEET Q p U PRELIMINARY SEWER PROFILES FOR = o ARTISAN VICTORY MARKET ,Q,o N _ ItzW 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 W Z Rw W Z w U) i cc Z oM W 0 `° lr_ o z w N !n V m SEWER D NE A PROF LE �S\pN AL FNG 2700 2700 4 �G\srEn,�o'�F``� N SSMH A7 STA:7+ 9.22 U RIM:26 1.17 INV IN: 666.75 8"N ,� ��D A.B P SSMH A8 INV IN: 666.75 8"W W TA:8+55.04 INV OU :2666.65 8" SMH A6 W 3 z o0 W CHECKED BY: 3 IM:2680.62 00 00 DAVID A. BAILEY P.E. TA:6+04.15 cn ao INV IN:2 67.17 8"N ° to ao DRAWN BY: IM:2681.93 00 co ^ � 00 o DAB/DES 2690 INV OUT:26 7.07 8"SE I V IN:2665.9 8"W co ry rn (0 4 4 (0 o o I V OUT:2665 81 8"E10 n � 4 M N N 00 M EXIST SSCO 2690 SSMH A9 co 00 �n co � N + coz z � N � caN S A:2+00.00 M N 00 R M:2682.10 � 04 • N TA:9+04.38 STA5S 3 .73 Q + � `V ~ QMNN � a + 0o � IM:2680.57 = ,nN zo � � » > m co-0 INV IN: 667.48 8 N a >> mco � RIM:26 .39 NEZ Zz = � No SSMH A10 I IN:2665.51 8"W N � � >_ >_ N � - INV OUT: 667.38 8 S NNE zz NN � zz V) V ? RIM-2680.1 INV IN:266 .00 8"E r _ _ _ _ - - - - - - - - - INV OUT:2668.90 8"S - - - - - - - - 1 r SSMH Af- 2680 - - - -- - - - - - - - - -- - - --- - - - - - RIM:26 2.27 2680 INV OUT:2663.67 8"E 315 LF 8" VC 00.62% Lj 2670 335 F 8" PVC C 10.427. 2670 LF 8" PVC 100.42 ° ' 123 LF 8" PVC ®0.427 45 LF " PVC 00. 2% 122 F " (49 LF C C _ (175 LF C-C) 51 LF 8" PVC %4278 LF " PVC ®0. 2% (55 L -C) 12 LF 8" PVC 00.42% 66 LF 8" PVC ®0 42% (12 LF C-C) (70 LF -C) (16 LF C-C) 2660 2660 2650 2650 16+50 16+00 15+00 14+00 13+00 12+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 O z g O P w az fl V) 0 w I N O W04 Q O N O N > W p z V / SEWER U NE B PROE LE W J W 2700 2700 - y LL 0 SSMH B2 W S A:5+91.67 3: Z 20c) RIM:2680.94 00 00 M 8 INV IN:2 67.19 "N to co INV OUT:2E 67.09 8"S SSMH B3 n 1* STA:6+51.9 `04 4co s • 68 269C N 2690 0)M co co ry TA:4+45.90 INV IN:2667. 4 8"NE 0 Q�o0N NH +co z z :3 IM:2682.18 INV OUT:266 .44 8"S =rMN - - 0 � •• •• INV IN: 666.48 8"N SMH 64 W Qg > » ry� ( 3: J N N Z Z Z INV IN:2666.48 8"W 00 �f INV OUT: 666.38 8"S S V A:6+92.25 L IN:2667.81 8"E 00 - - - - �^ - - - - _ - _ 0 INV OUT:2667. 1 8"SW .rnN - -- -� � QN+ co =) > O V / 2680 N� MID U z Z z 2670 2670 - 0 � 0 LF C- (104 LF C-C VI e 56 LF 8" PVC CEO. 2% 142 8" PVC ®0 42% 60 L C-C 4 - W L.L Q 2660 2660 2+00 3+00 4+00 5+00 6+00 7+00 8+00 HORIZONTAL SCALE 1"=50' VERTICAL SCALE 1"=5' DATE: 50 0 25 50 100 10-11-2022 PROJECT: C2021-027 SCALE IN FEET SHEET 1"=50' mup -n M E Bancroft OPEN SPACE EXHIBIT FOR = o � " Square Sub. I ARTISAN VICTORY MARKET ,a,o N T _j A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 •i z . I TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN z 3 =� I I I MERIDIAN, ADA COUNTY, IDAHO z zw U Y MEMO!L-LiM ,_�= a o= P= 2023�o ~ O � _ � JQw cn0 Q wg mO = Q 0- �c Q J W Z oSHAUN EICHMAN Q W LEGEND z 5 I III 7 I I 1 'a I I I I I I BOUNDARY --- -- --- MEMO! a ai CO ++ I w o ' I I iii iii LOT LINES W Q 00 i - - - � o vi III 1 BLOCK 3 ROAD CENTERLINE � _ S1/16 ® �°i I II RIGHT OF WAY jj Ji __ LOT NUMBER �' C..� W I 8922'03"E 7 2.06' 1 111 I1 PI— p- —q--_ply Z_p___— �,____ pI___ q___q__ -PI- P' ' PI PI y�.-_______-W. _. BLOCK 7 �. :�•:: •:::. 2b - ---- _ BLOCK NUMBER �- S:• E EASEMENT _ )NAL o o 0 I GE LE CURB GUTTER & SW SETBACK O X o o W O x o O 0 LI AK REVOCABLE LJL R B 0 w w C r i o w o x o W O x o o LIVING TRUST W. ASHTON DR. c' R � J ofJ of Cm w CM - O oo x o O __ F om ow � � omE mIF- o o � � o f m � � o J cm STREET NAME Q� Q O �7, j mo mo xo m � mo �' � m � om � � ow � � HANDICAP RAMP N o x m o rL 1 m w �� O o �� x m O m O O O 0 s s s X m o X q� O SEWER LINE <� � TTRU 3 3 w w w WATER LINE 9 • P T 1 O 11Q I• -I �� F OF c�. - O r 1 � •E;a / i - — STORM DRAIN LINE qVt \ - - - PRESSURE IRRIGATION A• EEL 2 ;�. I• S 2 S 2 \ 438 M00514d8 BEDROOM MOOS�a38 BEDROOM MO GRAVITY IRRIGATION R�IR�IRR 1 OS�a38 BEDROOM '.�I' OOM / BEDROOM M00534d8 M �=>A OOS�a3 A / A A r CHECKED BY: 1 A / A •� . . FLOW ARROW ' A A A �= DAVID A. BAILEY P.E. I I / i •r I .. • >� � • • • • .. FIRE HYDRANT DRAWN BY: 1 1 °1 ; S5�8 f518 S5�8 f5�8 BR BR2 S5�8 f538 BR1 BR2 5518 • 5� R ADRIAN '•::. ,• , . ., f 8 B 1 BR2 I MASCORRO I \ s BR1 BR2 S518 51 51 CATCH BASIN I f 8 S5�8 f 8 i DAB DES — - �'� // - STOP SIGN EXISTING WATER WELL 0 II I I I I I IIIIPIIP � PIPsPIPsP 11"' PIPsPIP � PIPs C� � � � '�:: /�i a !� FOUND ALUM. CAPP P P I P P I P 0 P I P 1 I�v� ovbois oao oao oao oao 080 080 ti ',. ,�, OO �_ I- I�� 1 / P P 1 P s P 1 P ll P 11 P 1 P I P ►� % r- -mot--t--77------------------ -----F-� O \ P P % i P ------------------------- j P L MONUMENT i FOUND BRASS CAP . i ji c� I -E L�� _w 331' cv c��,' �>t ��W- W c� w MONUMENT s N CREEK L N.(PRI VA TE) 5 s s l C1 112' s s s ,r_ s-}—s s s s .' ` 8 : s s�s—• r------- -T ' INFILL LOTS �TTIT� y - TZ .' --- - I : k 1 j » I \T = TT�7 1 T rT�TTTTT7TF -- TAT J _�=�__�_ =T = =�7--1 p TODD pro - J " r ^ P ; p P ; p P ; p i P ; p i P1pii P i P I HARPER X � i I \ -1 - --1 - --1-- - 1--I _ I_JI I I CJ d 4 0 II G 12�8 Z?J8 L�JB Z218 lb8 Z�JB l?J8 Z�18 no 1218 Z2i8 1.�18 Z2i8, - � . � ; � LINEAR PARKWAY LANDSCAPE STRIP L219 BI7J 81S i I I. °•I E I CJ : I I I 'r 0 W 0 I I �4�8 W00� 214B 8 W •I 0 Q W002�4 - - 1 i '1 d8 W00 438 - I I a� W002� UDC 11 4 3 27 C4 OUTDOOR COMMON OPEN SPACE /M M� OVISVrrE land Farm 2 I I c� / I I alb` II 2218 2d8 22J8 2?J8 1 IIOOPJ039 Z S BEDIf00M1 Sub. No. 2 / II 2?J8 288 1 BEDROOM I _ P �19I CISC UDC 11-4-3-27 C COMMON OPEN SPACE AREA P J I Q 7.9 r. s DU LEX • — ' .y q o j k UDC 11-4-3-27 B.3 - PRIVATE USEABLE OPEN SPACE FR E D I I.• I I I / � ., � • �j/// I £ O TH 0 M P S 0 N I ca I :. it x o x p / iii S i �w I� P � L momo � � � � � o %� s'KIB� GRG d M005a38 P� I j -P- o a- F_ o j , • » I 111100f1I S 2 BEDROOM — A i PI-- --- m o x o m o 1110 o X % j X3�dfl4 3QAf1A0 \W W/ GAP" • --�- I II P j W00214B8 I. sl Ss�a rs�e I PI » • % i I 8 IA8 BR1ell 3 E - f — MARK , I _ I k M OPEN SPACE a• II I I k �= CAPPORELLI P •�:a\' : Z�JB .?19 i » i L2�8 Z / lb8 Z2i8 i I ---rt , ---- r € .•• I �8 3 Lab n 81SJ � � R - I 1 I ::: > • o I -P_ i --P- 1 BEDROOM I . » J • UDC V i I Il 1 o m `' -�'` O w I P I P k ' /M M� OVL4VIOE OPEN SPACE SHALL EXCEED 10% OF GROSS AREA W0od(139 W002i438 m m J I I ---- DUPLEX rr 4) 1 0O�1C738 i I o - - �I I I IROOVM Z S BW11100N1 GROSS MULTIFAMILY AREA46-fie 10.96 v► I I oo I » I 1 1- I ! � 'I`G � r �J I � � 1 `° I P • • k : `p ' I �O Il 2d8 X j m o I P + I » ass U ' ' — OPEN SPACE REQUIRED 47696sgft or 1.10ac I - I I U 1 "'' ':: I P I ---- ------ ----------- - OPEN SPACE 46252s ft OR 1.06ac } I CID ...... ..........:::. ; N r\ ' i� :::::::::•. ;:::"::":::: • • I I fi PARKWAY OPEN SPACE 13160sgft OR 0.30ac i f w w w F p PI q q TOTAL OPEN SPACE PROVIDED 59412sgft OR 1.36ac L-- J N � 106 N 4 :.. ' - �� - i1 a i� p PI q O DAVID UDC 11-4-3-27 B.3. w w w w P .,r I I m p O - o • L___ I s s s �� CaRC7 00 RODRIGUES 80 sf of Private Useable Open Space required per unit. 2 BEDROOM P p q -11 a.a O . . 1 rfup ;: � --- r j-: --- I ---- ------7�-----------------� \ I 3QAfIA9 �w w/ Q411l W Each Unit has a patio or a balcony 1 ,� o o k : I� • • t0 Detached units have private yards Z r w `� I PAe 8R1 / N Private yards mp • k : e 3 E / t7 u °`I I 1 ►r A P� � O ( 1 I - * � O Minimum size- 92 sf lu i J •`�c%a►� i "'I i:fi :J ' I _ i - W00214�8 l k : O — Maximum size- 177 sf F.t k I O R � 1 rJ�l, » (� Average size- 143 sf Ig • r�+ a - 3 E Private Open Space(Patio&Yard) i I l -TT --•s- -��j ` _ I - k : I �8 L219 8KJ Minimum size- 171 sf �_�1� » 3dVM AA JR\ OV1lVOE Maximum size- 723 sf ] r PI I ti- N100�1038 Z S BEDlf00M1 Average size- 353 sf D ,. HRI T O C S OPHER _11r1 01' DOUGLAS Total Private Useable Space-46610 sf-353 sf/Unit g I 1 i S a •• I I �� CISC m a --- - 1 _ 1 BEDROOM :' U o I11 k — — 1 •�:� I �I l DUPLEX I� I P I J -- m Average Private Open Space b Unit Type ' 1 2 • • • g p p Y Yp Z I I 5........ o O W O X 1 Bedroom- Z Iii 1 J I L-P- BEDROOM MOOS�a38 v m aLj I — _ (n V) [ifI I 0 1 1 __ __ __ ___ Patio 137sf w o A A r7 wo c\i r o 1� U 1 1 - - m m m x O m o ��n raRra Average yard size-372 sf N l I P I • • m m o » Average private open s ace-509 sf o B R 1 BR2 II S5�8 f 5�8 ( k >- N w1001I S 2 BEDROOM g p p i r ::<• �:::•- w r� I 2 Bedroom- 3 a N\ I • w 3or►tu►� w c,:A1a!AOE II N I I .. o 1 \ • o Patio 177 f ` .. I N , III- ° .•'�''`:-. \ \ � - ------ -- '!:,;::::•:.>. .. •. \ \ :::.. - :..:. W002i4B8 l w i f _3 m co a �Ae 8R1 JOYCE Average yard size-421 sf d U -� » � z I - �C 2 k 2 3 E m k CLARK .I i'T Average private open ace 598 3 p P p I • 9 I 4.II \ 11 °�:ll N m \ BEDROOM Crl �' / ED 00 I M I�- BEDROOM � � c,., � •M0053a38 j I k ' 7' 2 Bedroom with Garage- 11" , \ "� \\ ,' I p o 1. k Patio- 150 sf v �v - 1 o A I E • 00 o k Average yard size-498 sf BR2A.f +BR1 BR2 5518 • o w » I Sutherland Farm Average private open space-648 sf f 518 m , Sub No. 9 e u; �I `• s �� I I ;' 3 Bedroom- �, : w 1 BEDROOM k — �; m o Patio 137 sf W --- F' - DUPLEX •-•:•' \ II -� 1 1 1 —_ --------- size-544 sf » Average yard - p 11 II s PIP �� P IIP PII P + P P I =======------ - N + I I ` P - Average private open space 681 sf v� 11 � I I I I I II I II I I 1 _ I I .I � � I I -s 1 •• -- -- - - - - - 43 6 P w 1 w j I J� L �� ;\, \\\\ w - - sf t r � •�;� lex Unit - _ E Publisher St. Patio 92 94 AURIIS _ - ' pip P 1 I ,o - cy k . . » I K�, ce CO - - - Yard-0 sf P I ( - ClSc cl5c SS cl5c CkSc else Cbe aiobvc - s I s 11�L(P W 5 S --------- -------------------------------------------- » ------------- UDC 11-4-3-27 C4. _ _ _ _ _ 250 s r Unit 500-1200 sf s s , °\ \ca I __ I w f n w w w .. w � s T I 51 s� 350 sf per Unit>1200 sf _____ _____ I 24 C �'. ;•. .�:. 1Ir I •• •• .•••:� I s 77 Units 250 sf/unit= 19250 sf I I I I I s s s s � I PI PI i I _-____ _________ 55 Units @ 350 sf/unit= 19250 sf I I P P E I 3 I� I I I I lI r_n_ I I ••c• Total Required 38,500 sf-0.88 acres II d I " 1 G O Common Open Space Provided j I I ® 3snOHNM01 X3�d 9 1 I rrJ 00 u w P i 0210 0210 0210 02i0 0b0 I 3 I O I ^ : as shown 38,804 sf-0.89 acres t� P I L » CJ m I N m ----------------- ---- ------------------------------------ ----- I I 1 i � i I X I o DAX . . . . . .. liai. i P 1 - - o' c� I I J LOPEZ w 1 3 I W W III' •I P I I I v c� o - 2 -------------- E - 149 I s s s COY) FrI O 0.81 C 2 P-- 1 s s a 6,3 I CJ I I o - F ---- - -- --- ----------------- ----------- ------------ G0 CJ m C - .I � 9000 S P I ' � � I » I ••. .� � �i P = G-) I rN S - °` .1 w RETAIL _________________ GRG GRG GRG o ' J �' P GRG GRG GRG i 13 i BRADLEY r 1 0li --- 6 PLEX TOWNHOUSE ® Cn 0 WILLIAMSON v \ ® cn � I I � a a 00 -P-- 1 - ® G7 » I m � :� M P w I ___- -_-- __-_ \-1�\ /�(- I 3 - C' I I i,7A • � III � I '/ j,.t��i` .. ..... 9- � - -°I ® I : -----•--- --- --- PI PI PIpr - - R PI PI PI PI I r U •IUI _ -_. ■/ I . .. IR r-� o6' Q e �/ 330 /0000000000001 I 1 C ----- . -••• ® N89'36'03"W 752.03' I II ••I I r-- ---- ____ c �. J I� ------------� O O III ecR ECR SEC 098 ECR --- "''` -IIII"I SEC 098 I SEC 098 0 LLC I q••°I LLC I I LLC � I iii :r I III I I I Inglewood Place Sub. No. 9 I 0 C`t �I I DATE: 10-14-2022 40 0 20 40 80 PROJECT: C2021-027 SCALE IN FEET SHEET �� ri 1" = 40'