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HomeMy WebLinkAboutPre-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 CONDITIONAL USE PERMIT FOR = oM Square Sub. I � LEGEND ARTISAN VICTORY MARKET �o �,N BOUNDARY --- -- --- _ (D 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 r� II � I I III I I I I � I RIGHT of WAY MERIDIAN, ADA COUNTY, IDAHO 0- Q LLI � OIn Oow ILLJ 0 0 LOT NUMBER � - _O=�A 2022 a �7 0 z � n U 17 J Qz ILLJDO BLOCK 7_ z 0 DQ Q J D � Q BLOCK NUMBER < W �J ° �� Q EASEMENT SHAUN Z CD EICHMAN SETBACK Ji E ARKWAY OPEN CURB GUTTER & SW Z D - W. ASHTON DR. - ' ��I � III 4 18 sf STREET NAME � � � S B I�PI= SUB OPEN ' v OMMON OP ENI I I I HANDICAP RAMP - Z w 92�Q s I 7290sf I iii iii 9266 sfco SEWER LINE s s s W o o I ® I I I I Vi BLOCK 3 W W W - - S1 16 M III i iii WATER LINE SUTHERLAND� w Lu / STORM DRAIN LINE 5° 5° 5° FARM NO. 4 I / a, cD _ -----�:•� 89'22m03"E 72.06' wwwww SUBDIVISION V w L_JLI PI PI PI 423m --- - = PRESSURE IRRIGATION THOUSAND 2 57' SPRINGS T I I GRAVI Y RRIGATION J l ART BUFFE •II E�- I N0. 1 FLOW ARROW I I 469 s � I SUBDIVISION NAL 9 - 0 0 F -� - - � � � FIRE HYDRANT S N I I. •1 O x O X O � p� I � •��:� CELLI AN REVOCABLE �J 0 o W x o o ' / NCROFT SQUARE `L s T ILK J LK w c r1 o w c o w o o o W o x o uVING TRUST CATCH BASIN ® Q p� �G� o rz o ° o m U o m -� 1�1 1 o c fT1 o w 00 SUBDIVISION Q- Fp :..: w I- O o m o m I o m NO PARKING FIRE LANE SIGN a mo mo Xo mo m0 � o ` , , N r0 om � O SUTHERLAND N o x o m o x m m M O w r 1 THOUSAND EXISTING WATER WELL w 0 f r O x m ❑ i FARM N0. 2 o _ m m 0 _ x 3a o� SPRINGS_ �> IKU F I SUBDIVISION I 11� • FOUND ALUM. CAP .. O VILL G I I •II A E -9 �• P • T • O I I T MONUMEN � SUBDIVISION I F OF I s FOUND BRASS CAP E MACKAY DR S - S 2 S c�c 2 J Ir I•• •I S MOOS1G38 MOOS�G�B BEDROOM MOO�IGBB 2 BEDROOM M00 2i'MOO9038 S S MONUMENT 9Gde BEDROOM :-:Pt :::-:-:- A A A A A A A '1 BEDROOM !I MOOSIGBB COMMON OPEN INFILL LOTS N CHECKED BY: Q: 1:' S' A A A 5348 Sf I - —m DAVID A. BAILEY P.E. • • • • • • • '•'�'-'•' •'•'-'�'�'�'- • • iW00DHAVEN y DRAWN BY: S518 f S18 SS18 f Si8 BR1 BR2 S518 f 518 BR1 BR2 5518 f 518 BR1 BR2 �- a "® • ADRIAN SUBDIVISION O SUTHERLAND BR1 BR2 5518 f 518 S5�8 f S�8 - r DAB MASCORRO m FARM N0. 1 r_ _ _ _ 2 1/2" ASPHALT SUBDIVISION u it `li u u 4" OF 3/4" MINUS CRUSHED P II 1` I ��JI P P P P P P P II P II P I P P P I P P P 1 1� � OV80is Oa0 02i0 089 0b0 Ob0 pb0 .� ° �ii�l 1 AGGREGATE i�� IPIPIPIPI II II P � PIIP ��i � PIP � PIP � PIP � PIIPIP :-' N -- - ---- - --- -- - ---- - - - - -- - - - - - r O < \i_ _ _ _ 331. CA •1 12" OF 6" MINUS PIT RUN (PARKING) E VICTORY RD a Es L OON CREEK LN.(PRI VAT ' 6 _ 12'cj o0 oQ 0 I r P p _ � .o I P P I P I . r' � P I P I P I P � P I A P I � � I P P P P � I Ir--�= -�. � TODD Pi Pi; P ; PiP ; PiP ; PiP � PuPiP HARPERPARKING LOTm �� BEDROOM �� vI ux I 6 CJ — — A L- - -- - - -- - I` el O G) CJ SECTION � R1 t-\ L218 Z218 L2�8 Z�1 BR2 z 8 L�18 c� Z�JB 1�18 Z?�8 12i8 Z�JB 1218 Z218 3 E — NOT TO SCALE VICINITY MAP I ° 0 CD WoodG1e Woo�G�e Wo g W o�a71e Woo�G39 WOO�a INS Al 8144 82 1»=500' m 38 I 3OV�1VJ M M evbv E Sutherland Farm I I <li 2?J8 2�18 2218 2 2 Z21� 1�J8 I Sub. No. 2 O CJ 2 2 2 2J 8 2�J 8 2 2 218 NI00?J03B Z 3 BEDI6M I eme eye PLAN SHEET NDEX �_____ ... .... .....:.: ___ - -------- vvtwef38 Z �� 0/ EKED I I• I I < � I • '� � � -- -- -- -- lllJ/J � ° ° `�- THOMPSON ® GRG GRG GRG GRG O a m I SHEET D E S C R PT O N ® GRG PLEX TOWNHOUSRG �' O x o m O x o m o O ® ® GRG GRG GRG GRG GRG GRG STORAG --- P rrJ cM � � cM 7D I OAO GRG ° PP 1 — PRELIMINARY PEAT P N'� P o IM wow , • I MOOR= S 2 BEDROOM — p Nom Ti�T IW - -- Xo Xo om m xi�dnc 30Asu141 \w I I w/ IGAPIcE CUP — 1 — COVER SHEET INDEX VICINITY MAP - o N rL'_� � I 0 x - m m WOO�Gle I I , , , 6 CAR GARAGE W� STORAGE LU LU m m ' ` P 8 �A8 BR1 COMMON OPEN Fa -------------- I - I -P- I 3 E 6477 sf N CITES -f -- ------ CAPPORELLI CUP - 2 — SITE TOPOGRAPHY P -- P ` I ' -�- I J -� W - ; , �' ae 3 sae n Blsi � s CUP3 ENGINEERING PLAN o i -P- 1 '� �- r oo m N w i --i 1 BEDROOM I Q • 2 BR1 ® BR3 Nam I Lij -- r7 � o � I I - I DUPLEX NMI AA M� eVbVOE CUP 4 SEWER PROEI �ES 3 W m L_P_J o o I - tN00l103B Z S BEDIfOONI BEDROOM 2 p� I OD m m m I I - I P w N K I - I `° • • 1 BEDROOM A BEDROOM BEDROOM m I -- J21J else a — _ OS 1 OPEN SPACE PLAN W I i vi :-' -- P 1 I I DUPLEX B ::: N I � u/ J P 4 NOTES: BR � --- � ° - •... BR1 BR2 BR2 BR1 I I _ I„ ,30' _ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 11 N CID DAVID afla n GRG b o 00 RODRIGUUES 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. 2 r i." O °° - - 189' - � W o w _ I 3Q 3M �w w/ QARAOE w REFERENCE FIRM PANEL 16001 CO253J REVISED JUNE 19 2020 o C/1 J r-----------------� S 0 I I I I o it Z mom ac s m o I - _-i I'fl8 BRl N 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET S 0 b I I • U • O L_------- -------� xd�dnG• LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO -T- ® VERTICALLY INTEGRATED c� a �' I I O — — — CARPORT ® U U : TT; I - 8 8 > OdGde ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC m 3 I �,,_;_;.;• - o = N UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO WO l I I-41 N I iiE I P ® i 3 6218 III BIS� E B THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) o ° :i P - ' ---- I • • FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY .v 1 BEDROOM --- o m m o i - i ffiyV�IVB /M I I M\ OVL4VOE LOT LINE NOT ADJACENT TO A PUBLIC STREET. 0 0 0 I m P I P _ _ NIOO�J03B Z S BEDLSOONI O DUPLEX I ___ __ _ C R Z iii° :I :-' -:-:-:-:- -P I P o N v� �w c I L I - sl. .:. o HDOUGOLASE 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z 1 BEDROOM �B U eye ® P --- � m Y] m 1l ---- I 0 AR BUFF R III ' --- P m m m m P DUPLEX• e STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING a 19326 sf P P " --- N PERMIT. U _ _ N P I - - -- - - - - — 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o IL , F:I o OAa GRG LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA P � • 1 II N � I .... • LJLJ MOOf1103B S 2 BEDROOM � MERIDIAN IRRIGATION DISTRICT. G) I I O W O I CO X � X Q .... C� X 4 I W 0 3a►su� w w QARNOE II .... N o I I w c o a r1 c w O rr1 c w I r,-I —I I II � � J +I N o 7- o m o rr1 0w �f18 BR1 • B JOYCE 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION 3 E w d Ilk • �, X O °' o x o °° o x o m o , 3 U E cLARK FACILITIES AS APPROVED BY ACHD. 9 �218 BISJ B z ill` I xiidnG >R `r° °` '� 1fi Wo021G18 47 3OV 0 /M M\ Gfti r 33' 7. DIRECT UNIT ACCESS TO S. EAGLE ROAD IS PROHIBITED. noom 8B Z S BEDlf00w IM ZJ I x14 c� L. ^,r Sutherland Farm 8, ALL ROADS & DRIVE LANES ARE FIRE LANES AND NO PARKING IS ALLOWED EXCEPT o J219 else u li k- CD - Sub No. 1 BR3 BR3 BR3 BR3 BR3 ' ''`" COMMON OPEN IN DESIGNATED PARKING STALLS. 'NO PARKING FIRE LANE SIGNAGE WILL BE BR3 --° - - z \ PLACED ALONG ROADS AND DRIVES. - 3 3 3 3 3 3 �.,I f " ' • r BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM :III 0 I I :I€ CCD 1 BEDROOM I :. �=- _==-- === 9. PRIVATE STREET EASEMENTS SHALL BE PAVED SURFACE CAPABLE OF SUPPORTING n 0 v r,I 0 DUPLEX `° TRE VEHICLES AND EQUIPMENT. PRIVATE STREETS WILL BE MAINTAINED PER �G GRG y 2g BR2 BR1 BR BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 • M0on= S 2 BEDROOM _E. Publisher St. MERIDIAN UDC 11-3F-3B-3, BY BARON PROPERTIES LLC OR ITS ASSIGNS. 3aAfIAa \W W/ GNiAIGE I — — O d 0 - I - REQUIREMENTS WITH PROOF OF g ffl8 BR1 ...... ••• r` 1 u. . y ABANDONMENT PROVIDE TO THE CITY OF MERIDIAN. . . .. .... .. . P Pi PI PI PI PI PI J = PI 12 In •. I .•:•• .:•:•:•:•:•:• •:•:•:•: I P � P P P P P P P P I P I P I P I P c o ..... --- --- -- - R _ LISN � € Q I III 1 r � 32' 51 91 E PUBL ER LN. P ---- �3 Rl VA TE - . C2 8' M III: 0.84 cres a S° - -------- - -------- -- - - - ---- - ---- cap COMMON OPEN G1 a I II I _- �? I j �� GRG GRG GRG GRG GRG GRGSTORAG ' � PIPsPIPfPIP � PIIPIIPIPIPIPIP � P P� PIP � PIP � PIP � PI 1916 Sf ao G7 II OWNER ►? w- - -- _ - -J L_ DEVELOPMENT FEATURES 0 -- - -- za .... - - -- - - - -- - - -- - - � .... r� III. ... . .... j j BARON TEN MILE LLC .I co m u` ci TOTAL PARCEL- 13.60 ACRES 26' � I G� 1401 T 7 0 S # 00 B OPEN ii O 'er m W LOPEZ TOTAL - _ RREQUIRED: 32 RESIDENTIAL, 16 COVERED, 2 GUEST DAX � '�•'- � � DENVER CO 80202 LOTS 6 IL.r6 I M m W BUILDABLE LOTS 4 m DEVELOPER r o N B _ EACH UNIT PROVIDES 1 SPACES IN EACH GARAGE PLUS 2 043 sf � NO BUILDABLE LOTS EAGLE ROAD BUFFERS 1 2 ( ) III. a G) �I i 1 0 o BARON PROPERTIES. o O O S PARKING SPACES IN EACH DRIVEWAY.rr1 0 0 0 o 0 0 0 1 ,. PRIVATE ROAD LOTS- 1 x o 0 0 0 N I m G) N m In� _ N m to _ m m � n� � _ 14 1 17TH T TE 7 - 1 0 S S 00 PROVIDED TOWARD REQUIRED 24 SPACES 6 COVERED� ° Q � >E h 3 _ N o m RESIDENTIAL AREA- 13.60 ACRES 100/o N N 0 I ' m o ' w DENVER CO. 80202 ° 0 GUEST SPACES 0 0 i m m m m m m m m m C9 m EAGLE ROAD BUFFER 44 ACRES 3 3/o - - -- - ----�----- - - m m m m m m m m ENGINEER PUBLIC RIGHT OF WAY 1 05 ACRES 7 8% z BUNGALO STYLE UNITS: u. •I = O Q �^ es DAVID A. BAILEY, P.E. i' CD 11 .• I � m N .' • BAILEY ENGINEERING, INC. TOTAL DWELLING UNITS- 138 REQUIRED : 208 RESIDENTIAL, 104 COVERED, 12 GUEST I co ao 2 a; W BRADLEY c� ® m -PROVIDED 2 8 RESIDENTIAL 12 GUEST \ Q O 0 GU S rn / 1119 E. STATE ST SUITE 210 r , �0 I � UNIT MIX J L WILLIAMSON G� ° -24 IN DETACHED GARAGES _ ci�cc) EAGLE ID 83616 1 BEDROOM/1 BATH - 58-42/o, m °° :•i o o I ° -80 IN CARPORTS I o 0 0 0 938-0013 2 BEDROOM/2BATH - 56-41 /o 0 0 -- o I II' c� 0 0 0 m � ° � N m m!r l7 N Yl m I m L7� ATH 1 SURVEYOR 3 BEDROOM/26 24 7/o III .a I SU O � N l� � N t� o C° G� w I w m w w 50+ON-STREET PARKING AVAILABLE ON TITANIUM AND > m m m m m m m Iz ` IDAHO SURVEY GROUP ______ m a BUILDING MIX PUBLISHER m m m m 2 ' :•:• CODY MCCAMMON HOMES- 18 m m � .- 9955 W EMERALD ST TOWN r TOTAL PARKING PROVIDED- 364 TOTAL PARKING SPACES I 512' _ BOISE, IDAHO 83704 1 BR/1 BA DUPLEX- 29 N89*36'03"W 752.03' 166 - 7 2BR/2BA A SINGLE- 12 -76 IN ENCLOSED GARAGES @ 208-846-8570 -80 IN COVERED CARPORTS I a.l PLANNER/CONTACT 2BR/2BA W/GARAGE 16 - 158 SURFACE PARKING BARON PROPERTY SERVICES LLC -50 ON-STREET PARKING i SUB __€_ =-_- _'_ _ I 3BR/2BA SINGLE 18 SEC 098 399 Sf -,III ' SEC 098 O O fill 5867 Sf SEC 098 1401 17TH ST, STE 700 I 0 LLC I LLC I I LLC DENVER, CO 80202 RESIDENTIAL DENSITY: 40-TOTAL BICYCLE PARKING- III• - 10.15 DU/ACRES GROSS 10-OFFICE/CLUBHOUSE :1 I iii ZONING - OPEN SPACE (SEE OPEN SPACE PLAN -OS-1) 30-RESIDENTIAL EXISTING-RUT m PROPOSED- R-15 TOTAL REQUIRED PARKING : 4 -TOTAL STORAGE UNITS (16 STORAGE ROOMS IN EACH OF SEWAGE DISPOSAL THE GARAGE BUILDINGS) MERIDIAN CITY SEWER RESIDENTIAL PARKING-TOTAL REQUIRED PER CODE: Inglewood Place I WATER SUPPLY 1 BEDROOM-58' 1.5 PER= 87 SPACES W/58 COVERED 0 3-TOTAL TRASH DUMPSTERS q 2 BEDROOM -56'2 PER= 112 SPACES W/56 COVERED 3- APARTMENTS Sub. No. 1 I MERIDIAN CITY WATER VALET TRASH SERVICE PROVIDED CITY 3 BEDROOM-24*2 PER= 48 SPACES W/24 COVERED GUEST PARKING @ 1 PER 10 UNITS = 14 SPACES 0 MERIDIAN CITY TOTAL: 261 SPACES- 138 COVERED SCHOOL DISTRICT I I WEST ADA PARKING PROVIDED: DATE: FIRE DISTRICT TOWNHOUSES: 06-05-2023 MERIDIAN - REQUIRED: 36 RESIDENTIAL, 18 COVERED, 2 GUEST PROJECT: IRRIGATION DISTRICT - 18 UNITS 2 SPACES IN GARAGES PLUS 2 GUEST C2021-027 PARKING SPACES IN DRIVE WAYS. 4O O 2O 4O 8O NAMPA MERIDIAN - EACH TOWNHOUSE PROVIDES 2 PARKING SPACES IN SHEET 5.20 5.21 I I IRRIGATION DISTRICT GARAGES AND 2 GUEST PARKING IN DRIVEWAY UP . V S.29 S.28 SCALE IN FEET I -PROVIDED TOWARD REQUIRED 36 SPACES, 18 1" 40' COVERED, 2 GUEST SPACES 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_ •_ C3 u~i � Easement/Agreement _descriptions: 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 . 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 R IW z W _ o Cn = I L I I w I I I I LEGEND •— Z W _ � Q Ow _j � �� � � �w w YQ =O cn O Y r; ~ = Qw Qw Q a� va J Q� _ _� = a Z 0 _ = I Q = I z I Cn I �� I Cn w0 Q mo _ �� ==0 o� OQ BOUNDARY --- -- --- W mo CC w z J O Q Q ~� � =Q _j O 1.U = J N !� sHAUN I I I I I LOT ROAD LINES CENTERLINE z w I EICHMAN I - - - II•rl \ I v iii RIGHT OF WAY V m P fii I I I I LOT NUMBER 0 iii BLOCK NUMBER BLOCK 7 NAL 0 III BLOCK 3 _.._I I 1 \ F S1/16 EASEMENT Cb tic SETBACK �G\STER�O�i�c�` �� ? / —I CURB GUTTER & SW a :'°. , N � L.I • gA STREET NAME W. ASHTON DR. Cc px - px� o • p • I E m CELH AN REVOCABLE HANDICAP RAMP ,. Imo �J Cm �w cC0 \ o boo 00 oW LIVING TRUST a s s L21 oa o r oa �o J �o M rm c SEWER LINE F \� m m: m0 1111 mp w� m� M r oa\ o _I l-. L�, \ X m O \ W N r A\ w w w -7 p o x —mT� x \ m F w O (/ \•: 0 m m m xg mp Xo�s WATER LINE tD A.BP : _.: �o • • STORM DRAIN LINE x • . 'I -_a _____-- -,I k PRESSURE IRRIGATION PI `I PI CHECKED BY:r 3 :.\ \ - --- 0 S 'S 2 S 2 S \ , GRAVITY IRRIGATION '•�'"� DAVID A. BAILEY•P.E. M a re 2 2 S >'d8 _ -BEDROOM \ S MOOA038 EDROOtvI 6 MO OA03 8 BE DROOM�� oM DRAWN B . -_A I I B DROOM M0051038 MOOSiO3 �' FLOW ARROW D Y• A A. A A \•••�•'�:•. 8 DAB DES II • I I r A FIRE HYDRANT 298 fA8 S 8 f BR1 .. ; " BR2 SA8 f518 BR1 . `IG •.I BR2 SA8 fA8 BR1 BR2 D';c[' BR1 BR2 SA8 fA8 SS18� fA8 ADRIAN CATCH BASIN i ........ `:. MASCORRO -:��' STOP SIGN r ------ - �- -- --- --- - - -----,--- = ❑ L� F�i Ir\\1if P\ �' N i ° tit .... \ P ---- - - - EXISTING WATER WELL W O — -- -- -- --- — ------------------- 0 ---- P P q } ' P}�' F'}PI 9VaolS Oa0 9a0 9a9 Oa0 9a0 �a `` —I P IL— . _ _ _ _ ___ __ _ _ --- -_—_------ _ ---__---- GEWER/WATER-EASEMENT J �_ J �_ J ---------- :• _�-- _ FOUND ALUM. CAP F.. ::- ER ' SSM�I S MONUMENT o - - w SS CAP 0 I 00 r7 P o, A14 ; --- MONUMENT : ....::: - ; • H 'Al I'.I � g � � SMH ' `\ FOUND BRA .•. . � - SSMH B �"• ,--- --- � r 7-C) 1 0 w --- I ° � ° 2 r- - �1=�r� 5 -=��� TODD INFILL LOTS 71p 4 PIIP}PIP}PIP}PIP1P11P�aP HARPER t x c� i c�J BEDRAOOM .' �- - --- -- - —JI I\ I I L'�- a8 la8 Z88 1218 Z218 lknc8lclm Za8 l 8 Z2i8 12J8 Z?Jg BR1 BR2 \ xx ': v ( I Z c� I d o i -i w / 3 ��G002i0 8 w00N038 WO 3S V"4 a38 W00 438 I p M M `• Sutherland Farm S £ ��`,£ Z218 Lb8 / A . .. \ 110otl039 z a EF a �aa Faa caa sae sae, 6 (:BC Sub. No. 2 SLOPE 1-49& a d ° 2 1/2" ASPHALT .... �.. O I N L w00a038 E " " \`, 1 4 OF 3/4 MINUS CRUSHED ~ z BLOCK FRED AGGREGATE SSMH B2 E � THOMPSON \:. PI H ppx CmW coo WO 00 CM a o= o E rpp� 2 �qpp� 12" OF 6" MINUS PIT RUN (PARKING) P w m D m \ r� w NI • • \ \ N m ; 1 m x Oo x Oo X m m m X33dn0 AAAp \w w/ OARAOE ���� o N 'x I r WOOa038 l o 0 m m --i i PFP I a \ rm BR1 CK 3 \� E CK \ 4c " 4 MARK d n C I PARKING LOT li I I I I N CAPPORELLI I ( CO I SECTION Eo o I r P o N X c l -- --P 1 BEDROOM - - -0 4701111110 /A N\dllllll� � __ I iP - Mw N 0 P I --P •DUPLEX NOOtlm9 a Ia iiDY001N NOT TO SCALE W P (n I jl1 ��� - I L - I ------------------------- Ww Tw 1 /WATER EASEMENT • j \I O 1 L do DAVID _ -- ---- - - - I W W p w _ I I P I o rt -- - --- - - E 3�Adlllp \w w QArdIOE 1'-0„ ac s w a H ° I 33'-0" 1,-0„ I - - -- -- m o -P 4 /I • M B 1 3 rAe BR1 j l I F0 • P X3Idn0 5'-0" g'-0" 17'-0' 17'-0" 0'% 5'-0» r -- 1 _ W Oadn l �G — > n I \68 , , - 1.75% 2'_0>' 2'_0" P I 3 � 15'-0" 15'-0» 3 -vX wj t 0.25% t 0.25% a M 2% 2% 1 BEDROOM o m m o P --P \ C 301RIIIn AA M\ aM1110E ! DUPLEX _ P - - _w_ >►� r7 a M �_P J I _\ I NIOOtl03B Z a BFDIlooN CHRISTOPHER E-0ROD� - - _ -° \ ° DOUGLAS 4" OF -3/4" BASE 4" OF -3/4" BASE m m a m m m --- UPLEX - - - - SOD �r• ., SS n P P 5' WIDE 5" THICK 5' WIDE 5" THICK j1 S H A10 10 0 • I " ASPHALT PAVEMENT : ?# ���2� 5 _ CONCRETE SIDEWALK 2Y2 ROLLED CURB & CONCRETE SIDEWALK I 1!III .I ------•'• (PER ISPWC SD 709) (PER ISPWC SID 709) 6" -3 4" AGGREGATE 4 -3/4" AGGREGATE BASE GUTTER TYP A T A ( ) NI V4: °i : I f f • • MOOila3I2 4 Z BASE UNDER CURB 12" -6" PIT RUN N :."u c� o m o x o x o I p • T AS PER NAMPA I CM o w CM w c m o w I 3 \w w/ QAl1A0E ISPWC SD-702 SOD a- E :I I u, mo m w m w� a rile Bfl1 JOYCE 47 RIGHT OF WAY r. .I .I rn �, xO mo xo °° xo °°o • GLARK TYPICAL STREET SECTION � x3�dna wooaa3a L \ 0�{I xx�zxuxx� r p I Y Z NOT TO SCALE O A I 1 x 0 H _ Sutherland Fa a {� c Sub No. I I 1 � I � BR3 `" BR3 BR3 BR3 ' BR3 BR3 ` m ��� :•}:'':•:•: r2 N z cs 3 3 3 3 3 o j BEDROOM BEDROOM B ROOM BEDR00 BEDROOM BED OOM \� ----------- X. { vy 1 BEDROOM =-----c> 19 Do Q // DUPLEX \ w w $$ I BR2 B 1 BR2 BR1 BR2 BR1 BR2 BR\ BR2 RRi RR7 Al EXI T Pher St. ROW PL N/WA - - _ 0 \\ SS H A7 TER I /w D SS 48' ROW 35' COMMON LOT SERVICE LOCATIONS TO BE c I SSMH A3 '' • FINALIZED WITH " ---- w =-_--___= 30' 2.5' z rco)n nl.,i ''• CONSTRUCTION DRAWINGS I I P 'i P iP1 P LP1 P 'i P iP1 P �P -- P1 P !P LPG P LP1 y b pL Pi P _P 1P P� P 27 Fit �- -C3S --------- - --- -- - - J _ � 2.5' 1 - 1- 1 -1-7771 1 I I I k. - - ` - -- - _1 M I �� 36' 0" 12' 0" - - - — -----� w w w w w w —w f-- O - — — — — —�T 2'-0" ° g - O - - - O O _ 2 f 3N:1V 3H:1 V 5'-0" NOTE: SSMH Al - EXISTING -► SEE LANDSCAPE PLANS FOR -------- .... it " Lr W — — 1 I :::i='• � SSMH A5 _ •.al ---- BERM DETAILS ' � SS -- - S H A IIr ... II - P P P ' P P ' P P ' GRG GRG GRG GRG STORAG }P }P P}P P}P r - 1 - Ii ' : •• ••••••;: P \\ — MIN. FLAT F— . . .......:. I I T TP T I T I T I "� ::: J •' 'I / EXISTING PAVEMENT LANDING TYP EITHER SIDE \ - i e I � II 6" VERTICAL 4" OF -3/4" BASE V I I DAX EXISTING AGGREGATE BASE p VTI VV V V • II CURB (C-701) 5' WIDE CONCRETE - - O LOPEZ 2 Ill.,a '••����:�:^.. °•^`� •lr I i :'.� � o - - - - - EXISTING BASE SIDEWALK (C-709) '{::a;:,.: •• p I _ o 0 0 0 0 •"o°° � NOTE: MATCH EXISTING 0 0 I 0 0 0 o \ :•\•.': •N STRUCTURAL SECTION IF :-:•:�:'•;:•- • o N v� o o N ✓� o N V� o II LARGER THAN SPECIFIED I ii '1 I m ' w w a w m m w m t \ II m m m m m m m m m m m m m �Ia z I s •:i:::::::..... \ NOTE: I2S PINS (4) WILL BE SET IN SIDEWALK OR WITNESS CORNER MONUMENTS WILL BE UTILIZED (AT DISCRETION OF ACHD). Q 1.ti•:•:•:-:-:-:..... VV VV VJ e> 3 :.7.;........w::: m Q I �� T a% BRADLEY m {:{:}i:::::: m - -- o ct WILLIAMSON RIGHT—OF—WAY r::::::::: = ;(;::::::::= Q m 96 RIGHT OF WAY I SS E 1 O 0 0 0 0 0 0 III' � =.6 •> G> 1 m w' / � �N m EAGLE ROAD 11 N m I m 0' N . ,.l7 0 N W W 71 w G7 � '� w w :: ::?: = ` m m m m m m m m m m m m NOT TO SCALE I a :::* ....::. -- -- v m m 07 e e e nit— IRR---(�--- IRf� IRR IRR IRR Iftft RtR IRR IRR IR I -'-RiF:++ :+=.YtR IRR IRR IR /` L •EG III EGR EGR• - :®-• (( -- I III "I ' III•...I c--_ •. _ ,{ I � \r II" EGR EGR—SEC 098 Fr.P _ET � - � III SEC 098 I V11I SEC 098 LLC � I ' LLC -' ill LLC W 0 W III\ i �II I I G Inglewood Place r 1 Sub. No. I I 0 �I I I I e I I � I I Q I I � e � EP 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 ao rn rn Z o co 00 INV OUT:2666.88 8 S 00 q co c0 � ,� '� W °� Lo N _ - �,� 4 4 cow � � rs 2690 __ 2690 aLu 00 Z pp � c`! (b c�,rj co co N N cO �r, cfl .. Z w � 0) r � N 00 toSSMH Al SS H A6 � o0 `4 + (oz Z � + � z � S A:2+00.00 V � m In 00 � MC� .. rnoON N � QN N XIST SSCO _ N � co Lo ST :9+91.65 SSMH A5 + c� z PON - - O = MN - � r7 � N o K? (o M ST :8+32.09 1- � Q >> R M:2682.10 Q + oo I- °' rn � C6 RI :2680.51 RI :2681.48 IM:2682.17 z z c° C 0 • coC! �rri � ( N INV IN:26 7.76 8"N STA:9 73.36 IN IN:2666.73 8"N U) af » cno- z zz NN � zz INV IN:26 3.61 8 W 2 N •• •• Q + N ao ca •• INV IN:2 65.52 8 W INV OUT:26M2680.5 " S�ONAL FN N N ? a .. » � - N Z o INV I :2667.59 8" IN OUT:2666.6 8"E INV OUT: 665.42 8"E ` ��srER�o%G`�c� N � zz cn > > INV 0 T:2667.49 "S a N cn cn _ _ z z -- - - / - - - SSMHA1� � [j��> I KIJI� Id - - ---- - -- - _�^__ - - - - - --- -- - - - - - - - - STA:2+13.66 ^ __ _ - - - - RIM:26 2.27 � 2680 \� -- - - - - - - - - - - - - IN:2663.7 8"W 2680 �9TF OF �pP � INV OUT:2663.66 8"E D A.B CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES 2670 2670 315 LF " PVC ®0.6 % 107 LF 8" PVC 00.407.1 (319 LF C C) (1 1 1 C-C) 14 LF 8" PVC ®0. 0% „ (18 LF C-C) LF 8PVC ° 274 LF 8 VC 00.40% (18 LF -C) 188 LF 8" VC (0D0.40% (278 LF C-C) (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% (37 LF C C) (110 LF C-C) 44 LF El" PVC 00.4 % 7108 I " 40% 2660 2660 - (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 00 269 (60 2690 2690 ,. ,. �, n r Co .-. - `° 2690 2690 °° °° 2690 `< 0) Ki Coto N S A:4+42.42 " rM M a Q � o0N NH NV IN:2666. 9 8 NE Nouj uj � r r (D En o + co z z o IM:2682.20 NV OUT:266 .69 8"S N N CD (o N o 00 co co > = MN - - 0 INV IN:2 65.76 8 N m 'tpNpN (N cpC�j � co (0N z :2 > >> SSMH B4 + cDz zo QMO0N cN z z z INV IN:2 65.76 8 W = "t N _ _ o SS H D1 � � � - - - ST :6+88.53 + mz z � SSMH E1 INV OUT:2 65.66 8"S Q � > > > STA:3+ 2.83 200N - - o 79.25 - •• •• STA:3+20.52 _ IN IN:2667.05 8"E ' " V) � z z z RIM:2682.29 V S MH B5 IN OUT:2666.5 8 E IN OUT:2666.9 INV OUT:2667.21 8"N 8"SW S A:7+92.55 -_ _ _--\�, Li - --- - -___ RM:2676.92 -- -- _ w ---- --- I V OUT:2667.67 8"W - - - - - - JII z 2680 2680 2680 2680 2680 680 - LL w 0 Q 2670 2670 2670 2670 2670 2670 0 ..................... r 100 LF 8" PVC @0.60% w C) 119 LF 8" P/C 00.60% 117 LF 8" P C ®0.40% 0 150 LF 8" PVC ®0.40% 36 LF 8" PVC (� .40% 238 LF 8" VC 00.40% ( 54 LF C-C)J48 LF " PVC ®0.4 % (40 IFC-C) (123 L C- ) (121 LF C-C ) > (2 2 LF C-C) (52 LF C- ) o w 2660 2660 2660 2660 26601 1 12660 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 ~ � 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: s 25 ' BLOCK NUMBERBLOCK 7 I - E EASEMENT 0 0 SETBACK �S�pNAL FN x x 0 0 • o • m CURB GUTTER & SW F. G� ow ow � °m° ow � m ox Om o • o G�STFRF ti o � o � � 0 0 � � o m � � o I r� � 0c � ow �M STREET NAME W. ASHTON DR. W ;,-; �7 O r � � 0 r � 0 � � Q mo mo xo mo Xo mz m0 wo N m � 0 om � � HANDICAP RAMP s� 50 5o N r-- _ " � m m m x o m o x o SEWER LINE s s s Q,Ii I KIJI Id • �- • ®T7 f - • ' WATER LINE w w w 9 - __ • so so so O TF 0f 7-7 3 STORM DRAIN LINE q �� S S 2 I S 2 a es S 2 s PRESSURE IRRIGATION /pAgP \ 2 S S COMMON OPEN GRAVITY IRRIGATION M0051438 M0051438 BEDROOM i M0051488 BEDROOM M0051438 BEDROOM BEDROOM M009038 M009036 CHECKED BY: •A .A A• A A A A FLOW ARROW < 5348 sf DAVID A. BAILEY P.E. A• •A .A FIRE HYDRANT DRAWN BY: S5�8 fS18 SS�B f518 BR1 BR2 2598 • f5�8 BR1 • BR2 S�18 • f518 BR1 • BR2 �`•• ® DAB/DES �,�, BR1 BR2 Spa rya Saa rya CATCH BASIN • STOP SIGN ❑ r��li ire\; ,/ I-- - ---- ---- - - EXISTING WATER WELL W lip i P P P P P 1 \� �I o P P P P I P I P I P II P II P 1 P I P I P P P P o�r\� wools Uao 0ao 0aq 9a� 060 0�9 ' \ �° ' ;��1 II FOUND ALUM. CAP �L__ _ I� 71 II I IPA- �. ' ��� I P �ii I P P P P P P P II P P I __I__� -- _� ��,�--_--_ _ - -� L_ - -_ - - - _ � GZ i I Y/ill I I I I I I II I --TMONUMENT r------------ -------------- `� � J AA � L, ---------------- SS CAP --a ----- ---------------------------------- - J r 1 -- -- FOUND BRA Ey LOON CREEK LN.(PRI VA T ,16 ��'� �, �= - 112� w- w w MONUMENT c INFILL LOTS � s s s s s s s s s s s s s / lJ r---- �r _-- I hy� � _ __ v r l �r�r�r �r i sTD'77T 7r�r�r�r- r r ---- --7--rr = X " ____J y r T�rr� ' 2 \ o+ P P ii P i P P i P P i P P i P ii P P c� BEDROOM I A �7 VXx . B I c� L R 1 BR z I « 2�8 Z2�8 1�18 Z?�8 12�8 2 � c� I I , I � Z2�8 1�J8 Z2�8 l•218 Z218 l•218 Z218 � _ I 0 - I 9 3 INS n 8164 E 8 € � I i WOOd039 W002i430 WO 3� WOO�J438 W008018 IAIOO " r1 I f a38 � I 3OV?JVJ M M �E / I \ 2 2 2 2 2 Z�J� 1218 I � � � 22�9 2d9 2219 2d9 2da �2'j NIOOtI039 Z S BEDIf00Ml -- -- JZI`J C1SC « � �- �• �, ---� �--- BLOCK 2 I I i ca • r-rio m ' _ II P o M arf Ld � mm M ,� " ORD GRG LINEAR PARKWAY LANDSCAPE STRIP (14518sgft or 0.33ac) NOT USED pw � � ow -U0 0 � f ow o X x o MOOfIG39 S 2 BEDROOM o rT roc I -P- m o x o m o o r ! "' m X3�d n 4 30A�Y14) \W W/ GARAGE N m �1 Q o I P - m m W0021488 l ® UDC 11-4-3-27 C4 OUTDOOR COMMON OPEN SPACE (36994sgft or 0.85ac) N r =� N I -- I `- • _ -- g fA8 I BR1 COMMON OPEN m m m I - - I I P f' " 3 E 6477 sf UDC 11-4-3-27 C1 COMMON OPEN SPACE AREA (52262 + of Buffer 9868 = 62130sgft or 1.43ac) I P I� iP ---- - --------- --- f :.:. F �3 !-- M 1P I I P I � UDC 11-4-3-27 B.3 - PRIVATE USEABLE OPEN SPACE (90596sgft or 2.08ac) i- r__ m W W i P i I " �` ye 3 �a8 III 81SJ E CONNECTED PATHWAYS O I 0 I --- I14 1 BEDROOM �•,0 m I �; iP_ i o c� I P I I ---- DUPLEX 31 1RN!! /M M\ �E _ I pp NIODHON Z S BEDWOPI m Ld L P-J 1P_ L LLJ N 0 94 I -P i P m P I eye a -- «,o -- P '� I OPEN SPACE -------------- w w w w w w , n �A0 GRG n 2 ---------------- ------- -- - � 0 •::• m � I P i MOOf103B S 2 BEDROOM I O o s s s s UDC 189' « 3 ; o �%' r -rt i---L--- ----------------------------- - " 3ialM \W W/ cAR�GE - - - - s ; O C W ac s o a I P I o I ® OPEN SPACE SHALL EXCEED 10% OF GROSS AREA ART BUFFER � m o i P i I • 3 �A8 BR1 E GROSS MULTIFAMILY AREA 13.60 ac 19736sf total �J OPEN SPACE REQUIRED 59,242sf- 1.36ac x��dna 9868 sf " 3 ` I P + I - W0021489 l " I f OPEN SPACE PROVIDED 6 30 sf - 1.43ac xiii > I P I 21 i i-P i - 3 E UDC 11-4-3-27 B.3. I IP :•::: * I ---- I �218 BIS� 80 sf of Private Useable Open Space required per unit. I • P I P " f Each Unit h t' 1 BEDROOM --- o o � -� ---- 3fJVlIVO /M M\ C1ASM@E ac nl as a patio or a balcony t ®DUPLEX P I -_W 7 r I �_P_j P Detached units have private yards 'i i ': NIOO�J03B Z S BEDIf00N1 • __ P o o - ---- ---- `.kl� CFSC Private yards r- Q .. �\P m m 0f � m - -P-- I --P- 1 BEDROOM « P m m m m DUPLEX Minimum size- 92 sf o P 1 P P • • ^ Maximum size- 177 sf a P N Average size- 143 sf r P- I Private Open Space(Patio&Yard) o w Minimum size- 171 sf r • g •AC LJ :2 S 2� C' ��RG Maximum size- 1067 sf QOO W o w Co p w 0 m o x 3QAf111O \W W/ GARAGE Average size- 656 sf N a M v 0 J -o o m -j o I • •LLJ Total Private Useable Space-90596 sf-656 sf/Unit m N3 mo of ri70 of m � � � " f IA8 BR1 w d o x m o z � I I � m x o x m 3 E o ; I O X8ndn4• Average Private Open Space by Unit Type m I " W002�a89 L 47' 1 Bedroom- r- G� i � 33' Patio- 137 sf x 0 3 � « f Average yard size-372 sf iCD Average private open space-509 sf e 0 0 , BR3 BR3 BR3 BR3 BR3 BR3 I COMMON OPEN 2 Bedroom- z C 3 3 3 3 3 3 f 8658 sf Patio- 177 sf W Average yard size-421 sf zo i I BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM 1 BEDROOM Average private open space-598 b C I (' G) I r�rl ; nI < <' DUPLEX I 9 2 Bedroom with Garage- e q BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 BR2 BR1 • • w� Patio- 150 sf o l :'- :- w I I I e open space-648 sf C11 Average yard size 498 sf w s Average r' o e s a R I I --------- - •.•.•.•.. - 3 Bedroom- I I I I I I I I I I I I I I I I r � i .. / � 3 I P P P P P P P P P P P P P P P P E- R _ _------- « C N I P P P P P P P P-L P TP ct2 g Ll S 5�..: Patio- 137 sf --- -- - -- - -- -- -- -- --�-- -- --+--+- + -+--_-- L--- -- -- - --- w w w w w - - s/ _ Average yard size 544 sf �✓ w w w w w w - x4 �--B-L/V w ,tA�w private open space-681 sf 32 r V l� f-1 _ co 6- Average r o e s a s sus -s -�v - s - 3 - `� - s - s - s - - - - -L - ---- n Plex Unit V" s r- --- 0.84 acres ------------------------- OPEN Yard-0 s 9 sf .... ........ I 4 r- - ------ - - r- ----------- 3- :: C31 COMMON Gtia I P �� II I r -- _ 1916 sf 3 I GRG GRG GRG GRG GRG GRG STORAG P i P 1 r II P II P 1 p I P ' I i P I P 1 P I P ; P I P l P UDC 11-4-3-27 C4 «I i _ __ _ _ __L_ '_�I �_ I__I_ __ _ J �_I _ _ _ _ I_ 4 Im >- 250sf erUnt500 1200sf p i - �7 i=yr -------�• r - -1 >1 0 sf SUB OPEN I 3 � ---- W W m 114 Units @U2t f/ = n/ Units 50 sf/unit 28,500 sf W IILL 10438 sf "I W 24 Units @ 350 sf/unit=8400 sf I ' I X o o O o O o O �J I o 0 0 1 Total Required 36900 sf 0.85 acres x o 0 o �. / q o \ N m � II N�m � m 7]I� � m 7]I� N�m m l n 0 I o N vj o o N v� o o N v) o >E N 3 m Outdoor Common Open Space Provided 3 II w w Yl t w � � w Y] Yl 00 �I m °' m m m m i m 07 m m m m I m m m m m m as shown 36994 sf-0.85 acres C Z G7 n f U es 1 0 • "'Om 0 g 0 m0h O O OO O Z] I� NQm N l� mQN Nam m�V m w CD G� m Yl m Yl w Yl w w Yl m m m �p p� m co j p� m U .. T 512' - -------------- 168' Z SUB OPEN SUB OPEN Z Ll SUB sf 5867 sf < 0 VI W Ll 0 Q DATE: 06-05-2023 cc 40 0 20 40 80 PROJECT: C2021-027 SHEET SCALE IN FEET S . 1 1"=40' X0 -1