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PZ - Pre-Plat \\ PRELIMINARY PLAT FOR o M - I COLORADO RIDGE N \, W ,2 \ I A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 10 'i ? TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN _ MERIDIAN, ADA COUNTY, IDAHO = Z \ 2022 a = cs Z o / I _ W oc N LEGEND \� �+ W W � 5 I I I BOUNDARY ■ Cn � I II�I 1IIIII II,Ih�W I1I II1II II II I II'II II�i II IIU IM I II`�i I II I IIII II II I�III II I III�I I IIIII\III►I� IIII1 I�I I I1 I II lI\I I•I^�Iil IIIIII\f' III I Io IIZIMI i I I IYII I III\ � \1/1 - - - - - _- - -- - - I OD LOT LINES -i m- _- m' e_ - wo�� `F. S`GT�Gp.Hs - CW PV G� ,i � ��2 6.40 ROAD CENTERLINE -j W � -62 206' UNION1P1ACIFI�C �RR RIGHT OF WAY LOT NUMBER- - - - - - - - - - W. Aviator St.-- creS BLOCK NUMBER BLOCK 7 INGRESS/EGRES N 'RAD/---- EASEMENT, 250TYP. y -- � ! EASEMENT EXISTING EASEMENT --------------------- N A L ONO PURDAM EASEMENT -- ---- ---- - S \S I PRIVATE ROAD EASEMENT AVATOR DR �10/20/2022UTILITY EASEMENT -- ---- ---- - �9 a 1 882 -WATER / CHARTER SCHOOL � UT TYP. STREET NAME W. ASHTON DR. � FOUC� FOUND ALUM. CAP Nv IMONUMENT ( ImFOUND 5 8 IRON PIN O CHECKED BY: DAVID A. BAILEY P.E. DAB/DESFOUND 1/2 IRON PIN O DRAWN BY: FOUND AXLE W. FRANKLRD CALCULATED POINT BENCHMARK BARAYA SUBDIVSIONJoo w Z z VICINITY MAP -j 1 =500 aw J� z ' I M /1 Z Oa, w C27 56 L I Z Z , 01 - Z/ I 52' C28 OD , I1 I II 1 Line Table Line Bearing Length INGRSSTEGREs L1 S00'44'26"W 5.88'� NAEROAD EASEMENT, 25.0'TYP L2 N00'35'14"E 35.88' WATER & SEWE UTILITY EASEMENT, TYP L3 N00'36'35"E 30.00' NOTES: I^ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. BLOCK 1 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. (3) I I Curve Table REFERENCE FIRM PANEL 16001CO250JF REVISED OCTOBER 2, 2003 11 .12 acres Curve # Radius Length Chord Bearing Delta 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET � C1 100.00 48.19 47.73 s32'44'27"E 27'36'43" LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO OR ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC C2 100.00 34.11 33.95 S09'09'45"E 19'32'40" UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TOO THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE)c3 100.00 34.34 34.17 N80'54'10"E 19'40'31" II w FOOT PUBLIC IRRIGATION L DRAINAGE EASEMENT ADJACENT TO ANY in C4 200.00 32.92 32.88 N86'01'30"E 9.25'52" LOT LINE NOT ADJACENT TOA PUBLIC STREET. zC5 200.00 32.92 32.88 N86'01'30"E 9'25'52" 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE 0 C6 100.00 33.32 33.17 s79'52'02"E 19'05'28" STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING a.U)PERMIT. C7 100.00 33.32 33.17 S79'52'02"E 19'05'28" I II I I I/ I C8 100.00 8.69 8.68 N88'05'54"E 4'58'39" 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL o wLOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA �C9 300.00 22.43 22.42 S02'52'57"W 4*17'01" V) a V \ MERIDIAN IRRIGATION DISTRICT. L- C10 300.00 49.29 49.24 S00'19'01"W 9'24'53" w C5I 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION W z 38' C6 �� - I - - c�wo - I-\- -�/II. II^' I IiIII III-tII I I - . . . S015325E 500 00" FACILITIES. C7 82' C8 J C12 300.00 26.18 26.17 S03'06'35"W 5'00'00" 7. DIRECT UNIT ACCESS TO W. FRANKLI N ROAD IS P R O H I B IT E D. W FRESH POW ER LN Lill C13 300.00 26.18 26.17 S03'06 35 W 5'00 00RIV a iM o W ATE ----- ---- ----_ C14 300.00 26.18 26.17 S01 5325"E 5 00 00" 8. ALL ROADS & DRIVE LANES ARE FIRE LANES AND NO PARKING IS ALLOWED EXCEPT S89*15'38"E 206.24' Parcel Table IN DESIGNATED PARKING STALLS. NO PARKING FIRE LANE SIGNAGE WILL BE P C15 100.00 62.21 61.21 s22'12'45"E 35'38'40" - - - z Description PLACED ALONG ROADS AND DRIVES. Lot Area C16 100.00 44.27 43.91 S52'43'00"E 25'21'50" 4 9. PRIVATE STREET EASEMENTS SHALL BE PAVED SURFACE CAPABLE OF SUPPORTINGBLOCK 1 Lot 1 484172 RESIDENTIAL AREA C17 100.00 15.10 15.09 S61'04'22"E 8'39'07" FIRE VEHICLES AND EQUIPMENT. PRIVATE STREETS WILL BE MAINTAINED PER BLOCK 1 Lot 2 3761 FUTURE ROW DEDICATION? I II I I\ dI C18 100.00 37.91 37.68 S45'53'13"E 21'43'11" MERIDIAN UDC - - - > BARONPROPERTIESLLCASSIGNS. III I I I \NV All, I C19 50.00 18.25 18.15 S11'03'55"W 20'54'42" 10. ANY WELLS MUST BE ABANDONED PER REGULATORY REQUIREMENTS WITH PROOF OF � ABANDONMENT PROVIDE TO THE CITY OF MERIDIAN.} I c2o 100.00 8.73 8.72 so1.53'25"E 5•00'00" CIov o C21 200.00 17.45 17.45 S01'53'25"E 5'00'00"z z C22 200.00 17.05 17.05 S03'03'08"W 4'5306 OI� _ C23 200.00 17.05 17.05 S03'03'08"W 4'53'06" OWNER L o C24 200.00 17.45 17.45 S01'53'25"E 5'00'00" BPS FRANKLIN ROAD LLC ------- I I / 1401 17TH ST#700L- ----- C25 40.00 68.99 60.75 N53'47'53"W 98'48'55" DENVER CO, 80202 w u C3 W, C5 62' 54' � 3' " DEVELOPER I -----� _ - �, C4 _ 5 I � I �� - \� W CHAIR LIFT LN C26 100.00 46.83 46.40 S632247W 264944 BARON PROPERTIES. VATE) _ PRIVATE C27 50.00 16.11 16.04 S81'22'44"W 18'27'41" 1401 17TH ST STE 700 DENVER CO. 80202 1 I I I . . .0 a I -rI � ENGINEER Z WATER & SEWER C29 50.00 33.94 33.29 N52'42'03"E 38'53'42" UTILITY EASEMENT, TYP. DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC.l7l� Iz C30 521.47 20.91 20.91 N70'59'58"E 2*17'51 r , 1119 E. STATE ST SUITE 210 a C31 125.00 124.45 119.37 N27'54'44"W 57'02'37" EAGLE, ID 83616 cli j C32 23.00 11.73 11.60 N14'00 07 W 29*13'22" 938-0013 o SURVEYOR o I C33 32.00 16.32 16.14 N14'00'07"W 29*13'22" IDAHO SURVEY GROUP � CODY MCCAMMON INGRESS/EGRES 9955 W EMERALD ST PRIV I 50 0 25 50 100 EASEMENT, 25.0 TYP. BOIIE, IDAHO 83704 8 z SCALE IN FEET 1 50 PLANNER/CONTACT - - - - - - - - - - - - - - - - - - - - - - - - - �- - - _ q1jj LIV STEVENSON 0 BARON PROPERTIES LLC - c- -- --- --- ZONING------- -------_ -- --------- All -N8045!34 ---- -77 RUT&R-15a a J _ -------- PROPOSEDR - ----- -15 I�'•. - --_ --_- _ _ -- -' - - - - - - - - - - - - - - - - - - -- �-- - - - SEW AG E D ISPO S A L�08.44' - - - - - - MERIDIAN CITY SEWER S89°15'34"E 2640.54'. , 411.87' N89'15'34"W 1320.23' WATER SUPPLY - - - - _ BASIS OF BEARING 140.72' S89'27'52"E 456.63' _ _ _ - - - - - - - - - - - - - - - - MERIDIAN TER S89'15'34°E 461.36' W. Franklin Rd. CITY N89'15'34"W MERIDIAN CITY 65.28 SCHOOL DISTRICT WEST ADA FIRE DISTRICT MERIDIAN DATE: IRRIGATION DISTRICT 10-20-202 2 8 NAMPA MERIDIAN PROJECT: IRRIGATION DISTRICT C2022-006 SHEET \\ CONDITIONAL USE SITE PLAN FOR o R COLORADO RIDGE v N LEGEND ._ uj _T \ -- A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 10 BOUNDARY --- -- - TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN a) Z I LOT LINES MERIDIAN, ADA COUNTY, IDAHO ROAD CENTERLINE 2022 ■� a - RIGHT OF WAY CS LOT NUMBER �1 ��� I W Z CD BLOCK NUMBER BLOCK 7 - DC w - EASEMENT \ I I I W D U) I � I I SETBACK ■� - - I CURB GUTTER & SW _ - -E t Z w— - - _� __ _ �205.90' 68 PURDAM GULOCH 1DRAIN \ W. ASHTON DR. z ��� W Q co `° 2 6.40 EASEMENT STREET NAME I I I I F- o y 62' HANDICAP RAMP 5� 5° 5° UNION PACIFIC RR I uj 0 \ 2 SEWER LINE w — - - - - - -W. Aviator St. �' a ' �� \� �/ �, WATER LINE "" "" "" V STORM DRAIN LINEpl—PI PRESSURE IRRIGATION 9M C /;`�� 1 V✓OR GSRR IRR IRR U` TONAL E VOP�E • c�� W �pN 2S` GRAVITY IRRIGATION Cy ASS Nc l M 0 oRoo by /c�� FLOW ARROW AVIATOR DRco-) FIRE HYDRANT 1 �� 10/20/2022 L. \fie ® G II • ` y •' - °�� ti� CATCH BASIN CHARTER I I N1 78{ 82 STOP OR NO PARKING SIGN � SCHOOL li P P G \P.Tel- ,11 ' EPK / P I EXISTING WATER WELL a ® 9TF \ P W - '� FOUND ALUM. CAP Y �P o rya P \ P ; ______- 01 I N S. C s I MONUMENT Q _ FOUND BRASS CAP m m P --____ �____= o P �_- I� CHECKED BY: DAVID A. BAILEY P.E. GGR GGRGS <^ �� w - w� MONUMENT I m DRAWN WE BY: GGRGGR w �W `^a • i�"___ I INFILL LOTS GRG G(t ! N W P P T" O O d I I l I W. FRANKLIN RD - - - - o I — — — N W O I — — I 1 \ -I O ox a w m o I cq U BARAYA ` I • Gt� 1 NOTES: z o o� - SUBDIVISION o �` I I 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. I / o ` ` ox 1 1 N I 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. - - NI } � oa P p =_=====T_ ===___ I REFERENCE FIRM PANEL 16001CO250JF REVISED OCTOBER 2, 2003 T wO I- _ i Sm ===J' I Z eR3 3ooM mo a --`1om - d 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET VICINITY MAP 3 ev-D I^z P ---- T�-=----- I^ I LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO , - - I gR ROOM gR� P w- L ? I ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC 1 =500 UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO 3 R1 J c-) 8 / Roots 1 > a THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN THERE SHALL BE A 5 FIVE CA I BE 0R � P P I z a ---------'-- -- (FIVE) nj gR� P P OCL _______ram______ 3 FOOT PUBLIC UT LTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY r� 1 eR2 P\\ P` r Q`p z LOT LINE NOT ADJACENT TO A PUBLIC STREET. P C27 56' _ 1 PLAN SHEET INDEX 216' P` P' F �� N /- MZ 1 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE I - P � pR\ M� - I - 6 M STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING cli M I P P P ,O ,0 0Aa 0Ao���OV3 ,o I I U PERMIT. I , „I I P 'i SHEET DESCR PT ON Z 52' C28 GPAoc20A00A0 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL ✓, • I _ -________ ___" _ I LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA CUP 1 — COVER SHEET, INDEX , VICINITY MAP , --I - • - — NOTES 11 u +P o P I p iN MERIDIAN IRRIGATION DISTRICT. PTPICIC ow ?c c.1 I ekSJ ens W� I s� Line Table 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION ekSJ ens v• m� P P -___====;L ��__ o Line Bearing Length FACILITIES. CUP - 2 — SITE TOPOGRAPHY BlSJ Bps BED900W It ; x�, I� CUP — 3 ENGINEERING PLAN s `;�� L1 S00'44'26"W 5.88' 7. DIRECT UNIT ACCESS TO W. FRANKLIN ROAD IS PROHIBITED. P l p -==_===_- CUP — 4 — SEWER PROFILES BEDISOOW BEDk500W L2 N00'35'14"E 35.88' 8. ALL ROADS & DRIVE LANES ARE FIRE LANES AND NO PARKING IS ALLOWED EXCEPT IN DESIGNATED PARKING STALLS. 'NO PARKING FIRE LANE" SIGNAGE WILL BE CUP-5 ADJACENT PROPERTIES - - oa 1 =_=====ram=_ __ L3 N00'36 35 E 30.00 PLACED ALONG ROADS AND DRIVES. I � Cr7 1 X Co OS — OPEN SPACE EXHIBIT • o,x mA I 9. PRIVATE STREET EASEMENTS SHALL BE PAVED SURFACE CAPABLE OF SUPPORTING cm Da_ x0 5 FIRE VEHICLES AND EQUIPMENT. PRIVATE STREETS WILL BE MAINTAINED PER r-� mo I �� IN MERIDIAN UDC 11-3F-3B-3, BY BARON PROPERTIES LLC OR ITS ASSIGNS. XO 1 m 1 10. ANY WELLS MUST BE ABANDONED PER REGULATORY REQUIREMENTS WITH PROOF OF ABANDONMENT PROVIDE TO THE CITY OF MERIDIAN. ® I c� 1 P P LN c I 1c 0cco oo w o -- I -_______-- �____= OR rrix _ oa OW �� gm In I x m m� m o P IN P -_______-;=o�- IN ROW 64 ROW _=_-_ I _ • x 6 I I x� W P/L 50'-0„ P/L o o P P �_ __- I O 7'-0" 36'-0" 7'-0" I 5'-0" 21'-0" 21'-0" 5'-0» I z O 1 BR1 ffl8 Lj • t 0 � SLOPE SIDEWALK a 2 s o P I P -_______-_`-_____ I O 2'-0" 19'-0" 10' 19'-0" 2'-0» m ox O -p"5'-0' 18'-0" 18'-0" 5'-0" '-0' 1.75% f 0.25% BEDROOM MOOA038 • � Z PER ACHD SD 709 W 16'-0" 16'-0" 2%I BR2 e OK WD SflB D�v� 00 P P � I_ � � �-- 2%--� o o I SLOPE SIDEWALK 1.75% t m m N 0.25% PER ACHD SD 709 V-0" MIN. FLAT 0 5 I" LANDING AT W a P P P l 14' I SLOPE 2.00% -� SOD BACK OF WALK N � P SLOPE 2.00% 2 1/2" ASPHALT PAVEMENT STANDARD > 1 /�\ j P P P P I P l I' C I � VERTICAL CURB 5" THICK CONCRETE L�-I d 0vaols 0a0 0a0 0a0 0a0 0a0 0a0 C I l_ ._� (o { �' SIDEWALK (TYP.) z 38_ C6 N _ _ _ I EXTEND 4" MINUS AND 4" -3/4" AGGREGATE BASE & AS PER ACH GUTTER PD 4" - 3 4" MINUS C7 s1' P w PITRUN 6" PAST CURB. 12" -6" PIT RUN / I I 82 C8 w ________�_ _- CRUSHED4GRAVELS SD-701 (COMPACTIORUSHED N W FRESH POW ER LN �c � 5" THICK CONCRETE (�'P•) 1 (PRIVATE) Y a = SIDEWALK (TYP.) EXTEND " MINUS AND ( L I P ; s o STANDARD VERTICAL CURB REQUIRED w r 0 4" - 3 4 MINUS CRUSHED & GUTTER TYP AS PER PITRUN 6" PAST CURB. ) }o----- IN 2 1/2" ASPHALT (TYP ) S89'15'38"E 206.24' I z - ----__= -_= PAVEMENT: SP-3 GRAVEL (COMPACTION REQUIRED) ACHD SD-701 ) 206' Q o IT 0 I w� I� 0.50 INCH (1/2") EXTEND GRAVEL AND PIT 6" VERTICAL CURB (NO GUTTER) PER ISPWC 17� I P �oW p ;L MIX, PG 58-28 RUN 6" PAST CURB. (TYP.) SD-701A. BACKFILL PER ISPWC SD-706 z - 0 N. MOSHOVA AVE. N. MOSHOVA AVE. S . ._ = I >f 1 BEDROOM , BEDROOM Moo9038 z �� z " °' � `I 50' RIGHT—OF—WAY STANDARD ROLLED( ) 64 RIGHT—OF—WAY I CURB & GUTTER TYP. AS PER w 01- DUPLEX DUPLEX •A J P ACHD SD 702 • • Iw I y E Sfla rfla �I o ?I TYPICAL STREET SECTION 13" - 6" MINUS PIT RUN W/ ISLAND STREET SECTION cry, P a N NOT TO SCALE U I NOT TO SCALE ' I S ® 1 _j Its 3 ! Lj 0 ® O SE 2020-141157 M009038 om P i 1 BEDROOM 1 BEDROOM m m m N a DUPLEX• DUPLEX •A z uom v ® z M o Sfla rfla I P OWNER DEVELOPMENT FEATURES g' TOTAL PARCEL- 11.47 ACRES 2 1/2" ASPHALT OI w 4 � / BPS FRANKLIN ROAD LLC r n O I -,I TOTAL LOTS-2 N I II I 0vaois 080 080 080 0a0 0a0 1401 17TH ST#700 PIPIPiPIPIPiPIPIP I p P �� y�' 0 PIP F Ig �/ 4" OF 3/4" MINUS CRUSHED -_--_� C`� i%. DENVER CO, 80202 RESIDENTIAL AREA- 11.11 ACRES AGGREGATE 1 WI I C3 _ _ 86' _ _ 41'_ � _ _ 126'_ C4 � — —c°6�2 — �54' -- 55. ---- I DEVELOPER NEW PUBLIC RIGHT OF WAY DEDICATIONS-0.36 ACRES oQ o 0 0 0 W CAIR LIFT LN BARON PROPERTIES. M 3?• W HAIR LIFT LN PRIVATE) i� 12" OF 6" MINUS PIT RUN (PARKING) 1401 17TH ST STE 700 TOTAL DWELLING UNITS- 122 W I PRIVATE) - -- - -- DENVER CO. 80202 UNIT MIX O\O\ Jr—r r—;--;--;—�—rt— —I--I--I--I—�—�I -1--r—I--I--I--I--I— I I I I I I I I I 1 0 w _ ENGINEER 1 BEDROOM/1 BATH - 56-46% rn OI 1 PIP ��y1�7 �P ' P�P P}PiP�P P�P �� P�N �� f'�Pi��yl'Q�PiP�P �� �P � P�P P � P � P � P � P � P � P � P � P4 1 BEDROOM/2BATH - 46- 6% V , , I N IL--------------J ----------J L------------ i Z° i IU r' 16' DAVID A. BAILEY, P.E. ° BAILEY ENGINEERING, INC. 3 BEDROOM/2BATH - 20- 16/o PARKING LOT 8C DRIVE LANE I I y 1119 E. STATE ST SUITE 210 0 > l7 l� I Za8 Bk55 Zb8 Blis Bf55 Zb8 Bl55 I -______-;_`_______- EAGLE, ID 83616 BUILDING MIX SECTION c� e a s B a B :N � z � 6-PLEX UNITS- 7 BUILDINGS-42 UNITS i Q OOa038 BEDk500W WOOaO38 BEDk500W BEDlSOOW WOOa038 BEDBOOW iC O I J -� I -- 1 I a s z s s a _ N - 938-0013 1 BR/1 BA DUPLEX- 28 BUILDINGS-56 UNITS NOT TO SCALE 1 SURVEYOR 2BR/2BA SINGLE- 18 BUILDINGS- 18 UNITS O Lb8 BkSJ L2J8 BLit ebb Lae 13EJ ; �� vi1 Q� Q m`1 __ o> x_�_ _____ IDAHO SURVEY GROUP 3BR/3BA SINGLE 6 BUILDINGS- 6 UNITS j 1 1 x 0 I za o o L, CODY MCCAMMON Lj :2LCJ QS i /1 I z • I z = ti 9955 W EMERALD ST RESIDENTIAL DENSITY: Q f/-1_�I I N o w m o w o 03 x o O,� x O c� �I 50 0 25 50 100 BOISE, IDAHO 83704 10.64 DU/ACRES GROSS --- 1 G-J �� ro L QJ L0 L� m`i 208-846-8570 I I ; oD_ rA oa � c� , 00 m o X g m o X o o ry- I ________ ________ SCALE IN FEET PARKING: �, - - 1" = 50' PLANNER/CONTACT 268-TOTAL AVAILABLE PARKING CD I TBD 0 G I I - - - I 0 1 �� /II OFFICE/CLUBHOUSE I I ZONING 8-TOTAL PARKING I p - 32�- 32- 6-STD PARKING STALLS rr __-_-_-__ _- ----------- -- _ _ EXISTING- RUT&R-15 ------------ - ------N89�1 r�'34�W-206:36�--- --------- - ---------------- ------- ------- - - PROPOSED-R-15 2- HCAP ------ 9'�5 'W �-09A --------- ----- -------- a 1 -------- - D ---- -------- ---- ----- --------- SEWAGE DISPOSAL ------------------ -- -- -__________________ ---------------------1-----Ly APARTMENTS--------===============-========== — _ 08.44' J J WATER SUPPLY -MERIDIAN CITY SEWER 260-TOTAL PARKING-(2.13/UNIT GROSS) - - - - - - _ _ _ -- 84 IN UNIT GARAGES (COVERED) N `� • - - - S89°15T4 E 264�� '- -- ' " - - -411.87 N891534 W - - - - - - - - 1 - - - - - - - - - - - - - - �,-- - - - -- Z �— 320.23' —� MERIDIAN CITY WATER 23 IN 4 GARAGES WITH STORAGE UNITS ATT — - - - _ _ _ _ - .. . Basis of Bearings-.. _ _ _ _ 140.72' CITY -- 58 COVERED (3HCAP) S89'27'52"E 456.63' S89'15'34"E 461.36' - - - - - - - - - MERIDIAN CITY -- 38 PARALLEL PARKING ON BLVD W. Franklin Rd. SCHOOL DISTRICT -- 57 OPEN STALLS (1 HCAP) 0 N89'15'34"W WEST ADA REQUIRED PARKING- 1.5/1 BR 2.0/2BR AND UP-216 REQUIRED 65.28 0 FIRE DISTRICT U 30-TOTAL BICYCLE PARKING MERIDIAN IRRIGATION DISTRICT 4 -TOTAL STORAGE UNITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NAMPA MERIDIAN WITH 17 STORAGE SPACES EACH = 68 SPACES 10-20-2022 C IRRIGATION DISTRICT PROJECT: 4-TOTAL TRASH DUMPSTERS C2022-006 3- APARTMENTS SHEET 1 - CLUBHOUSE ♦+. m v Q p U CONDITIONAL USE PERMIT FOR o � E2 C OLORAD O RIDGE N v W @ A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 10 •� z ~ 3 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN Z MERIDIAN, ADA COUNTY, IDAHO 25 2022 •,_� a = zo W oc N I.IJ W U.1 Z_ .� Z co LLI 00 J U - w ui V W 1/4 S.10 S.15 O��SS 0 ST ERNc��'F � F � 110/20/2022 1 N �82 12 Sewer Manhole 9� of 801 ool eo! E01 Eal--� 1 4 L is I Rim=2554.52' eol Eol ao- E01 Eol S01 sol Drop Inv=2534.72' �N S. CRP 04 Point of Beginning I M Ada County - 18"PVC Inv=2550.53' I CHECKED BY: JN00°08'20"W i052.12'f } i•� O DAVID A. BAILEY P.E. - - - - - - - - 0 - - "E 1057.89' DRAWN BY: r eoi-...- -...-...�... --...� ..�...-.- - - DAB/DES N00'36'35 Shed - - - 24 35, i Irrigation Structure 67.2' I Top=2554.45' o 18"PVC(N)Inv=2550.70' Septic Tanker °f o se 1 118"PVc(S)Inv=2550.24' 78.261 T Location 4 Bid Ht.= i I 118"PVC(W)Inv=2550.18' W. r I 36.1 2565.99' L1 o r Irrigation 1 x n4 2� z4 1171 s.f. i '1 JN89°15'34-W1 Pump N89'15 34 W � } � N Boras e " 6 �� � a 54.5' i � a 4420 W. Franklin Rd. g v i Q 15.28f Nampa & Meridian cv ., ao3---36.12 �3 f 217,296 s.f. 'iO3 _--- he I 40.51' _ I Irrigation District �l�" �3-Bid Ht.= - 4 g �4.99 Acres x x , - - t �~ l x-2565.80 '� � 1641 s.f. � Bid Ht.= 41 Stable x PVC Riser I IN89°15'34"W} 2570.04' 5"PVC Riser ! I N89'15'34"W 40.58' x ' 40.72' _ {i40.68'f Irrigation /N �}� fsoo°08'20"E 1052.12'f x -___ 120CMP Inv=2551.03' Box LV 8 O , - - N [s00 08'20"E 1052.12'] k � l; Top=2554.35 w S00'35'14"W 1051.99' 10.65' _ -- Open Shed O N 12"CMP(N)Inv-2551.24' �.. 41 I * -r, i 18"Pipe(E)Inv=2549.60' 7.50 1588 s.f. Septic I -%il• i �I { ) 24,35' r I ^ 18"ADS W Inv-2549.52' f "� 23.60' 10.65'Storage Tank Bid Ht.- I T x Ire u� Location 2564,45' iI i *-Sewer Bid Ht.=2564.6,V r. +� it 4, Stub Nl 8.18'v ry 23.60' 10.69' �6.fi3 ii :I r O Top=2553.08' 8"CMP 1 -2549.36' g •� it i- Inv=2536.60' 8"C Inv--2549.55' ; 10.23 41.56' Hou a 0.90 I ° I ao 4490 W. Franklin Rd. ^ �'+ F, C0 85.82- 2408 s.f. ' Aviator Pork an o, N¢ i LLC © ±216,603 s.f. " 41. `�' v; I `t Sewer Manhole ~I C14 Acres 2469 s.f. Shed r7 X=ter 31 p r � Rim=2553.42' 12 CMP Inv=2549.59 �� iv 88 �(E-W Inv=2533.56 `. 12CMP Inv=2549.52 1 ~'`85.85'-._,. N x _� '` �jj ��l ING c ) iId Ht.=2564.11 1 50' ij wm iX Z3� p Iw r u7 4 8' _ Point of Beginning .� i I r 3 o00 12"PVC __.. 15"CMP Inv=255Q.Q3` �,, }{ 0 I Cm 15"CMP Inv=2549.93 � i a I 55.00' 12"PVC Inv--2545.56' _677.97' } Inv--2549.62' Shad I 12"ADS a ••.. �- - - _x - _ x 319.00-x x x x x . ..... _. _ Inv=2545.68' PAV r� - - - x x - 319 00' yy{ ..( - J__ 8 .,:.��, ... X ......................... - Benchmark •• N00'35'14"E 1051.98'•�•• t x x f Chiseled 'X' in x N I ....... �N00 08'20"W 1052.12']- •.....•..........9.-......'::�•. ...• .�. Irrigation Box. • 15'CMP Inv=2550.313 f yt Back of i ° ,• 11 Irrigation Box Top=2552.31 i o 54.5'I i Sidewalk ` -PAVE " Top=2551.25, rn"Aq 15"CMP(N)Inv=2549.83' �' 18"ADS Inv=2550.85' i Elev(NAVD88)=2552.37 v �PAV� 12 PVC(E)Inv=2549.43 � " � PI 58+69.01 " 15 CMP(S)Inv=2549.90 Steel Pie Riser i ' Compass Public Charter School Inc 15 CMP(5)Inv=2549.47 c� P Irrigation Box Q N Pipe(W) Sealed 6J I Possible Water Well i MI 71, {Pro�. A012(368) Top=2554.29' 0 ` / 4540 W. Franklin Rd. 5 0 !i M 18"ADS E =2549.95' 3 � O � ttD � Concrete access " { ) CV �65,809 s.f. i N � I approaches have 1$ ADS(W)Gate=2550.79 W f1.51 Acres House has been i been removed R � removed only the 3�_ " M RCP TOP=2551.20' foundation remains Sewer i = O Sewer Manhole Legend L i tub h N Rim=2552.08' o RCP TOP=2551.59' oJ- ,51'$0' ii r °' CL(E-W)Inv=2532.53' a. g CDCID Inv=2535.68' i I (N)inv=2534.81' O Found 1/2 Iron Pin Property Boundary Line N �-� �'" '1� ! Z�II I ;r°° O Found 5/8" Iron Pin - - - - - - Parcel Line 12 »_ 1 4 1 �::::1 � '* w 1i� Found 1" Magnetically Detectable --- Section Line � __� 4� m � �� Ln N a Copper Disk Monument `� L' ------- ----------------- - 15 ADS ---Inv- 49.64 (� i �� o Right-of-Way Line o ---- ------------------ i �.: - I o, > ® Set Bench Mark _ _ _ _ 15"ADS Inv=2550.02' ,i t i in z - - - Centerline - Q Calculated Point, Nothing Found 10 so 180 b N00'36'35"E 319.00' --------- -------------- Easement = Line i 1 � Gas Meter p 30 120 N 9 (N003i9.00') -x x Fence Franklin Road Partners LLC House a k � Gas Valve SCa�e: �,� = 60� �PAV0 � ----�-- Sanitary Sewer Line w/Manhole + \ i r ® Water Valve Domestic Water Line 55.281 ® Water Meter TEL Communications Line Z o Fire Hydrant c Gas Line I W ® Water Spigot i I r Sewer Manhole Line Table Overhead Power Line w❑ Water Well ______________ Subsurface Pipe I I Rim--253135' I �1nr2531.85` Line Bearing Length ® Catch Basin EP Edge of Pavement r L1 S00 44'26"W 5.88' Cable TV Box ECR Ede of Gravel Road " o 9 L2 N00'35 14 E 35.88 f Power Pole EDR Edge of Dirt Road I L3 N00'36'35"E 30.00' ® Monitor Well Bottom of Ditch N. Black Cat Rd, s.1 o s.15 Test Hole Toe Top of Bank ' '- L_ S. S.16 Street/Area Light s s Street Light Power Line �- Traffic Sign J Garb & Gutter " ' © Mail Box . ...P 1 - F 1�3i.• -- _ Y� W • Round Bollard .'. . .'.'.'.'.'.'.'.'.'. .'. . . . .. . Area of Concrete ugl�rn F'Il:h I, Certificate of Surve .+-y-.li I {..i ..i..F.�F.,:..lw..-.I FII I-.F...F...q i...l.l{ . .._I ..I.-.I. ..:.,.,., . I _I I. .i I•.I - .I.I_.I-.I..t.l,.«.I,..,.I. I.w..f.. :.n:l,-.y i I..i r � 5"PVC Riser To Baran Real Property Holdings LLC, it successors and/or assigns and First American Title Insurance Buildingw company. 000 Clean Out c P* 0 - Uhl� ,..,..,._ ( } L3,s > Record Data (4540) " u N0. REVISIONS BY DATE ® Water Manhole --- TCI,MIIBi This Is to certify that this map or plat and the survey on which it is based were made in accordance [ ] Record Data (4490) n"'L°°"korh with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly Mall Box established and ado ted b ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6 a 6 b 7 a 1 7 c IDAHO Record Data 44zo P y ( �' ( )' ( �( }' ( }' O 9955 W. EMERALD ST. ( ,A rN�fe Px ; . 8, 9, 11 (as to visible utilities only), 13, 14, 16, 17, 18, and 19 of Table A thereof. The fieldwork was �PAV� Paved Area c completed on February 18, 2022. BOISE, IDAHO 83704 4 0 -SWK- Sidewalk Area # r Date of Pint or Map: March 18, 2022. SURVEY PH. (208) 846-8570 FAX (208) 884-5399 W.C. Witness Comer '1 _ ""�N. .�� _ r oject Area{ "°�,,, ,Ip GROUP LLCWWW.IDAHOSURVEY.COM �J ❑u Utility Box ,. , ® Catch Basin `�� GENSFD`sG ., I «, a .,. p Pressure Irrigation Valve �p ac 4420 , 4490 �c 4540 Franklin Rd F F Cody M. McCammon a- Water 0 ' P.L.S. No. 11779 ® Water Valve �.��J �z CodymOdohosurvey.com -k P I Vicinity Mai °oyTF OF `° o� ALTA- NSPS Land Title Survey -NTS- M M cC NM� Located in the SW1 /4 of the SW1 /4 of Section 10, T,3N., RAW., B.M,, Ada County, Idaho. o These drawings, r any portion thereof, anon not be used Drawn: Jia Checked: CMM Job No. Sheet No. 0 on any project or extensions of this project except by agreement in writing with Idaho Survey Group, LLC Date: 3/18/2022 Date: 3/18/2022 22 045 1 of 2 X P:\4490 Franklin Rd 22-045\dwg\449() Fronklin ALTA Combined.dwg 3/18/2022 11:49: 5 AM 0 DATE: 10-20-2022 cc PROJECT: C2022-006 SHEET Q p U PRELIMINARY ENGINEERING FOR = o C OLORAD O RIDGE o N W2 A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 10 ■� Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN Z _ - MERIDIAN, ADA COUNTY, IDAHO = 5 / - m 2022 a_ (strict I = z W z IW z / I03 i - - - - - - T oar - _ — — ' T4E± — — — PURDAH GULC T0E3 —_ — — — EASEM z O ch — — iW O °° O _ �\ \ LLT U) / �R / 11r �� `J \ \\ / Cc / aK 'GRES 04 � m eUOR�XC• \� \ S v \\ I LEGEND W P III :r-;°1 FORE M • \ - r:/ J H Al BOUNDARY --- -- --- ��S ON �FNG,� ooPP OPE s. �� ®�� - LOT LINES - - - Q O O� ST RF F / P i 21 10/20/2022I I I P v � )117 I ROAD CENTERLINE R R i G I I III �� P � i v� rILINE EDIT 33�._- 11 I I �y V V RIGHT OF WAY N�� I�I GS \ r N � II of / LOT NUMBER (D 9T G �1 y�j - �" PAP \ p -________; ____-- I i I I I I BLOCK NUMBER BLOCK 7 �F F OF I � P P �sc� I I I EASEMENT �/N S CRP SSMki ,r®12 t, / P aP�p \ o I I I SSMH(; 611 �GRPG w� ` I P _________;`__ _= II I rl I I SETBACK GGRGS c, �� I w� I I I o CURB GUTTER & SW CHECKED BY: RGGRGGR �W • L_O I I I I W. ASHTON DR. DAVID A. BAILEY P.E. 5 o STREET NAME DRAWN BY: HANDICAP RAMP DAB/DES SEWER LINE S S S Boa �' I I - J I II I WATER LINE W W W N W •:;•;:r II-- a _ ox fi H A13 STORM DRAIN LINE L O c9 \\ :' O W II I I I PI PI PI '`• W a- / I� PRESSURE IRRIGATION it// I I I i I • c� mo I — "—� / I GRAVITY IRRIGATION FLOW ARROW • `:.. FIRE HYDRANT D ��'� moEl �, I I CATCH BASIN i 4 0 1= o o ow II ,� c I I I I STOP OR NO PARKING SIGN PEN biE P II sc� I I EXISTING WATER WELL eR3 3 M mo om 6 01 m / FOUND ALUM. CAP o BEORo° I� p ---- ---- '_ ____= I I I MONUMENT x u P1 I gR 3ooM gRo P I 1 m 'I I I I FOUND BRASS CAP 1 e 3 M BRA I I MONUMENT c� n BEOROO BRZ SS P��P� J o / I I eR� �I -- ______ I d 3 1 0 I � I ■ I � � gR� I I v y b Y << ' '10 o z H Al r I I �N � M � IP IP I I 3 l o' �A� P I H B6 i Ij I n I � i SAD oAe 10 1 •} 9 r 11 P OPEN o 1 la 1 N / ------ P�P \P` • P W c0 I SSMH S 10 I ' r P I - �` I I I �I -________�=' -- P ' I°o -----J BIS�... BBB m III 1� ET SIP �I I . 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S III J \ � I I 'L MOofl038 �Z \ _ °' I 1 BEDROOM 1 BEDROOM _ A n DUPLEX DUPLEX • I I I b -__ „ \ / '_______- 340I I -/ I I I r :v _ UB OUS OPEN ,r 0 0 so II o E 2020-141157J• I I o 1 BEDROOM 1 BEDR r�M :MOOR O38ILL Iryr ao W MH 1 A9 ,.I m DUPLEX DUPLEX I °° o v 8 o s�6 rye I ' I ,� Q.,_�- g I 1 V 2�6' 1� 4 r 1 I o_Viols 080 DUE)DUD ONE)Jag 1 o P} P P} p P i �MP I P P P I v - / T —I L — P P IjI � P - _J I\ o - -W C AIR T LN p I d\ _ R c,7 2+o SSMH 7►T Imo , - ------- - I 7, �p' �I C ,,,A1 ��I IPIPIPIPIP PIP lI � Y P' P P{P �P P{P P{PC {P P P P}P P} P P P — i III - - _ - - - L- - SSMH A3 I I r - R k s - --- ----- --�--- rl \o weir_ FWF -_' -------- 7 > > ,e B I as I BUS >I Bk5$B'_ ezaa ens ' N / 1 Z aae Bps L_ o ---co I I Q � WOOa038 � BEDISOO *0 38 ®EDISOOI� BEDK00� �008038 BED 00� IC � J � `° / Z S I / S S Z S == I N ----- 7 CD I L -----------: 0* w I I _ I n j - - I 1 O z = / L-� \ O W O p PRIVATE RQAD ----6i J \ - a O -0 Cl Lil W O EA PE ENT. 25.0' TYRy .� II i I Ni 1+ 3 mO r �o O O m Z m x O Emo x O _______ ------ Ca O / III I I II �`, q !7� _j Q — _ ill ' 3 'I SSMH AR I ^ j 2D,5-D2B9D8'`... —� ,'� e�SM�i 0 _ — — — --------- I \ _ — - - d - --_ —0P - ------_ --- -_ — - ---- -- !1P _--- — --- —__ nW —= — = Access f =�__ op- --A J — — cn - ---------- -- t=_== Access - -- ------- — L _ J- ---------- -- - - ---- --- ------- ------- -- --- --_-- -�� __---_ ----- - _ - - - _ c1 48.44' — — _ -----._j=- -- - rn - - - - -- - - - - -- --- - _(4».84')__ �' - - - - - - - - - - - - -�n ss SS SS SS S89'15'34"E 2640.54' 411.s7' 1320.23' - - - - _ _ _ _ _ _ _ _ _Basis of Bearings-S_S _ _ S55 S89'27'52"E 456.63' S89'15'34"E 461.36' - - - - - - - - - - 0 I I W o + Q + cc !I(TIJ1I o �? N O _CG CA �v. ih i 50 0 25 50 100 DATE: SCALE IN FEET PROJECT: 1"=50' C2022-006 SHEET Q p U PRELIMINARY ENGINEERING FOR = o COLORADO RIDGE _ w �_ ca A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 10 � Z SEWER LINE A PROFILE TOWNSHIP 3 NORTH,MERIDIAN,RANGE 1 WEST,ADA COUNTY, IDAHOE MERIDIAN � g 2022 a 2570 2570 = Z W Z Rw W � Z w SSMH A6 '� Cs o STA:5+31.2 5 �? 0 co m2 INV IN:253 .61 8"E z w INV OUT:25 7.51 8"SW N 0 w C� CA 0 _ cn ) w 3 Ld ao z UJIZ 00 00 - z co o 00 ` ao 2560 w 7 � o o Z z 2560 S�pNAL FN � O � m C) • Lf) 00 ca N ON • N 'tO � I to 00NmNum . m � to � p � ln � � M a0M zoo M 1�2882 QOmN N00 � � r`� � � Q00 � � QN N ^ 00 � In .. 00 00 UN M 00 � 0 00 Q + mZ Q + � . � Q � � � + � O + � .. QNm .. 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BAILEY P.E. _ DRAWN BY: —— ——— ———— - -- - - - _ DAB/DES 0 ° 9129 LF C- 2540 (143 LF C—C 147 LF —C 150 LF —C) 2540 ' 67 LF 8" P C 00.40% 171 LF C—C 356 LF " PVC ®0.4 % 60 LF 8" PVC ®0. 0% 152 LF C—C 93 F 8" PVC 0.40% (360 LF C— ) 97 LF C—C (64 LF C—C) 7 LF 8" PVC 00.40% 44 LF 8" PVC ®0.40% (80 LF C—C) ( 8 LF C—C) 5 L 8" PVC 00.40% 38 LF 8" PVC @0.40% (9 LF C—C) (4 LF C—C) 2530 2530 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 17+92 SEWER LINE B PROF LE 2570 2570 I w Z 00 cn 2560 00 °° 0 00 � 00 �, W 2560 0000 Oq M � 00 7 Zoo �I x ao oo � rr)� 00 °' ao m 0) N o aoLf) 3 00 00 N 31 cn SSMH B14 oo �`! rn CO CO LO ^ ,°�' °0� u) T °° ,n 00 rn ^ _ oo _ ao STA:1 +85.40 Q + � NN � � � 0 NNN � � ..Lq to r7NOm �! � � LO N � m � O . 00 O . � M N RIM:2 47.70 2 + LOzZO mo0L E-mNmN m00LoN � mMLONH 0tO � � 00 O � N � Kj mCNI ao = gym 02 +LO S � � ZO 2 �� 0 m . 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N U) w Z INV IN:2 4M:2 8 NE 548.05. � ~ Z V ~ Z INV OUT:2545.59 8"W N(n w _ (n(n 2550 — — — — — — — — _ INV IN:2541.7 s"N 2550fl INV OUT:2541.6 8"S ——— — — — — INV OUT'2544.31 8"S w — — — — — — — — — —— — — — — — —— — — — — — — — — — — 0 W r N_ a 0 > W p ° 0_ z ° 222 LF C=CT 147 L C—C 87 LF 8" PVC ®0.60% ° 54 LF 8" VC 00.40% 26 LF 8" PVC ®0. 0% (91 LF C C) �J ° 1 9 LF C—C) ° —C (58 LF C— ) (30 LF C C) W 2540 ° 151 LF C—C 59 LF 8" PVC 00.40% 4 F 8 PVC ® .40% 2540 I 5 LF 8 PVC ®0.40% (63 LF C—C) 43 LF 8 VC ®0.40% (8 LF C—C) J z 182 LF —C (39 LF C—C) ( 7 LF C—C) 37 LF 8" VC ®0.40% 56 LF 8" PVC ®0.40% ( 1 LF C—C) (60 LF C C) 0 L.L o L.L 2530 2530 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 16+76 0 W i 0 w V) w Z 0 VERTICAL SCALE — 1"= 5' HORIZONTAL SCALE — 1" = 50' 50 0 25 50 100 DATE: 10-20-2022 SCALE IN FEET PROJECT: 1"=50' C2022-006 SHEET \ ■ M ADJACENT PROPERTIES FOR = oM COLORADO RIDGE ,�,o N Q) = c� w_J2 Cc \ \ A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 10 ■� Z \ TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN Z \ MERIDIAN, ADA COUNTY, IDAHO \ 2022 ■= a - = c3 \ W Z N W W W D �\ S1210346801 Z S1210325951 \ 4250 W FRANKLIN RD ■� C'3 U) N BLACK CAT RD \ LANSING FARMS LLC Z w M AVIATOR PARK LLC \ Lij o J U) - u.i w V � w \ \ \ C \ONAL FNG \. \ p�� �G\STE"y S122 0325960 \ �� 10/20/2022 W A ATOR ST i IRRIGATION DISTRICT \ \ N17�82 - \ �TF OF c F1//N S. CAP\ CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: 1 DAB/DES I I I I I I S1210346740 I 4260 W FRANKLIN RD I ADAMSON, RYAN ADAMSON, KATHLEEN I ' S1210336030 4667 W AVIATOR ST I COMPASS PUBLIC CHARTER SCHOOL S1210346730 W FRANKLIN RD ' MARALA INVESTMENTS LLC I I S1210346603 4380 W FRANKLIN RD MARALA INVESTMENTS LLC ' i I S1210336325 W FRANKLIN RD FRANKLIN ROAD PARTNERS S1210346720 ' LLC I 124 N FRITTS LN BALDWIN, HARLIN C BALDWIN, ARLEEN J z i I 0 a U N W I o ui LLI z � I � o O FRITTS SUBDIVISION o BOOK 57 PAGE 5309 I R2939770103 i 14272 W FRANKLIN RD CENTERS, LEE JAY LZ­ I � I i I O I i I I i \ \ U BARAYA SUBDIVISION NO. 1 _ — 60 0 30 60 120 BOOK 111 PAGE 15916 R080419008 S1215223101 4322 W PEAK CLOUD DR (41 A N SCALE IN FEET W FRANKLIN RD I m p oo -� » ORUP HANS I & SONDRA A I BARAYA SUBDIVISION HOA f � 1 =60 1984 TRUST R080419 010 \ INC r 0 o:OF m m o DATE: 2D22 21 S BARA WAY \ 0' N. - D- PROJECT: BARAYA SUBDIV ION HO =o D� p o 0 X T`cD C2022-006 INC z c-, c)o \ co fro0o z0o 0r 0� —SHEET X -S 0 Z0 ; co 0 0 �\ mz0 UP — \\ OPEN SPACE EXHIBIT FOR o MODERN CRAFTSMAN AVIATOR ROAD � N C: LU \ - A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 10 z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN a) Z MERIDIAN, ADA COUNTY, IDAHO - — - — 2022 •� a / = z_\ CD/ - - W w / - I LEGEND W X z BOUNDARY CO \ ROS 1268 x ^ � \ LOT LINES W Q co /205.90' 9 0"E 412.29' 2 6.40' PURDAM GULEASEMENT \ - - - < p 3 - ;R ROAD CENTERLINE _ Uj RIGHT OF WAY 1 ? � a — - - - _ _ _ _ - CO- LOT NUMBER C.� 7 w W. Aviator St. 0 a - ���, - BLOCK 7 1 , , � \/ \ BLOCK NUMBER --- EASEMENT - — — — — — — — - i - \ SETBACK nl OM W cz��� CURB GUTTER & SIN oc�`L G\STiE" o eEO?, by \, ' ��\ STREET NAME W. ASHTON DR. 00P�E s s C gat HANDICAP RAMP 10/20/2022 �� • s� SD SD SEWER LINE S S S 88 2 ` N _ _ E�P�K\ / p ______� - -- I WATER LINE W W W 9TF G S P,] ( \ \ 1 W SD SD SD p P\ P\\P \ W LO C'�\ STORM DRAIN LINE �F of ya \ P � __ AP P \ \ \ PRESSURE IRRIGATION S. C IR�IR�IRR GRAVITY IRRIGATION G ORPG \ �/ P P -__===== 3-0—'= _= N FLOW ARROW DAVIIDCA CHECKED BY: j GGF- Sj 0 _ w� I FIRE HYDRANT G GRG GR W % �W O •% �� __- ' GRG GRG GR ! N W 10 `L P P -____====_t-- CATCH BASIN DRAWN B WES BY. o I STOP OR NO PARKING SIGN c9 0 1n 1 ❑ o m� IS' I EXISTING WATER WELL W m� �� • I !� FOUND ALUM. CAP N aw m o I MONUMENT o m o_j ====1 Ictf I N FOUND BRASS CAP w I U MONUMENT II I � • G� m� I o o I INFILL LOTS 0 N } o a P P =---------- _____- I d I - 8R3 3 m O I I = Z �oRo�M I�Z P I^ _ -I I gR3 ROOM 8 gR� P w_ !1 L z I I R3 BEo gR2 I Q'1 `�_____- B 3 Ft1 J 0 8 I CY) ROOM I I I I I � 0 2 c� BE gR� 0R P\ P \P \ P i P P a =______ L I-=- -- 33 M I gR2 P\\ P \r \ Q`•p -- z P \ _ = OPEN SPACE W b.---- C.7 56' z i z P \ �E� / "' I UDC 11-3G P\\P \\ ,�,R� M LN \\ I N 10%Open Space for Projects>5 acres rr I P i P i P 1 aA U Open Space Required = 11.47*10% = 1.15 acres o � 00 ^ - .3Ao 010�Aa I 'ff III I P I Open Space Provided: Z �? 52' C28 w apoj2 I 5i Clubhouse 26,548 sf*100% =0.61 acres - - cDJ� I Mid Block Areas 8043+4988sf*100%=0.29 acres u •P ��` o • P P 'N Franklin Rd Buffer 14,240 sf50%=0.16 acres } P P P u CI C PQ- �o J I =_____=r _ -- I Dog Park Area 8758 sf*100% =0.20 acres ------J BLS MULTIFAMILY BLJ fn I sc� m P P o Total = 1.26 acres - 11.0% USEABLE OPEN UNIT SIZES BLJ BLS eLJ BLS BEDLO• I^ _= I� SPACE • UDC 11-4-3-27 B.3. v v s P ' `?�� I AREA S.F. TYPE S.F. NO. BEDLOOW P BEDROOM - =_= ° 80 sf of Private Useable Open Space required per unit. Each Unit has a patio or a balcony AREA 1 4690 AREA 2 2800 1 BDRM 733 56 \ o Com j I _ ___- I Detached units have private yards AREA 3 1663 2 BDRM 1 ,157 18 o v o [; So Average Private Open Space by Unit Type o x m A I 1 Bedroom Duplex- 3 BDRM 1 ,157 6 c rC0 0 D "� I •� ! Patio- 138 sf AREA 4 1721 6-PLEX UNIT X o m o �' ,• I0 Avg Private Yard area 126 sf AREA 5 1 165 1 ,000 42 • I �' 2 Bedroom - TOWNHOMES • I o I Patio- 153 sf AREA 6 1595 -------- ---------- I Avg Private Yard area 425 sf AREA 7 8194 J 3 Bedroom- \ ® P P -- --- N I Patio- 137 sf AREA 8 1700 / DD o x _-- ____= ao o W o I-- I Avg Private Yard area 249 sf 6-Plex Unit o a o W o f j AREA 9 4554 X 0 M o m 0 Ld o P IN P --------I j o-o-- IN Patio-94 sf AREA 10 3034 I x� I 11LM W NO Private Yard area provided AREA 11 3293 0 P P 1-0 M n I AREA 12 3502 Z I BR1 rfl8 • `;� 0 I M UDC 11-4-3-27 C. 0 250 sf per Unit 55-1200 sf TOTAL 3791 1 a 2 s m o x P I P -______=;i`-_----- 122 Units @ 250 sf/unit=30,500 sf ------ BEDROOt� MOOA038 • o-c- I ; - Z Total Required 30,500 sf w B e o 00 c� i Common Open Space Provided BR2 Sfl8 D o m -� P I P I m W N as shown 36,746 sf-0.84 acres p �, U W iPIP1 PI 4' PI PI — �� — P j P j P P ( 9Va01S OaO 9aO Oa9 ONO sao Oa9 II C I %J � z 138' C6 a \ C7 82' C8 _ 61 J P "''UJ N W FRESH POW ER LN w �1 C: (PRIVATE) Ito P S89'15'38"E 206.24' I I I z _ _______ 1 0 o I� UDC 11-3G PROJECT OPEN SPACE e Q 206' Q m Q 0 i X� I P CAoW z� P z.,L�, I 17 0 0 1 BEDROOM 1 BEDROOM MOOA438 �Z P Z 1 a, ;i UDC 11 4 3 27 C COMMON AREA o DUPLEX DUPLEX J I ------ ' • z I UDC 11-4-3-27 6.3 PRIVATE USEABLE OPEN SPACE sfla rfla oI M LU 50 o,.,P 4 o N I N N LL o ' ,.a. N I Qzzz � I M > M U 3 SE 2020-141157 M009038 ® oM P 0 1 BEDROOM 1 BEDROOM �n m co X A � DUPLEX DUPLEX • z u Q m � Irn z • o SA8 rfl8 I o I�' 0 1M I P w 4, O I - �6' x(7;� jI P _ ' - � P _ 0 �I.0 svaols eas oae sae sao oas M 1 1 I PP 0 -----J C3 � OWNERW 1 41'_ _ L - -� 62' 54' 55' ' _ � Q W HAIR LIFT LN W C�AIRPRI LIFT LN i'� BPS FRANKLIN ROAD LLC __ _ 1401 17TH ST#700 r DENVER CO, 80202 J� PRIVATE I I I I I I I � } 'g � � PyPl ��l �PIP�P ' P�PIP1P PIPIPIPIPIPIPIPIPI � DEVELOPERz W M I P P C��I PIP PIP PIP T O N IL--------------� ----- J� --�-------�- I I I I I I I I 1 N Q LI ZI i IU --- - ', 16' o BARON PROPERTIES. 1401 17TH ST STE 700 - DENVER CO. 80202 DEVELOPMENT FEATURES r -_===--T- -----__ - O Za8 BLS Zi�B BLS BLS Zb8 BLS ' o �,T, I ENGINEER ,� I a e a B e a e 'N z 1 TOTAL PARCEL- 11.47 ACRES /i i Q OOa038 BEDk500W WOOaO38 BEDk500W BEDLOOW WOOa038 BEDBOOW =_____= iC N I J -� I--------- 1 I Z S Z S S Z S - =�____ N - --� - L DAVID A. BAILEY, P.E. TOTAL LOTS-1 r o t be BLJ L�e BLJ BLJ Ibe BLJ !1 0 ^I�� X`; - BAILEY ENGINEERING, INC. RESIDENTIAL AREA- 11.11 ACRES Q V / LLR N _Tip===== 1119 E. STATE ST SUITE 210 NEW PUBLIC RIGHT OF WAY DEDICATIONS-0.36 ACRES 1 i I i I Ld za � EAGLE, ID 83616 Z0. LL x o J o • _`-n - I z c' ,~ 50 0 25 50 1 00 938-0013 TOTAL DWELLING UNITS- 122 ° o L o a W -----;------- -_==== J=______ f/-1 I N oo,, CO o x o W x o o X x o I c� �, GROSS RESIDENTIAL DENSITY- 10.6/° �J ow wQ :� Y] I N`1 I ---- w W o o ; �' M I SURVEYOR f Q IDAHO SURVEY GROUP 1 1 1 z ' ° ; X g m o X o o _______ y===== I ________ ________ SCALE I N FEET BUILDING MIX NNN / o „ , CODY MCCAMMON CD I 1 I _ - 1 = 50 TOWNHOMES- 7 BUILDINGS-42 UNITS � 1 CD M I o 0 9955 W EMERALD ST n �\ I I — — — BOISE, IDAHO 83704 1BR/1BA DUPLEX- 28 BUILDINGS-56 UNITS U I I l i //// 1////\ 208-846-8570 2BR/2BA SINGLE- 18 BUILDINGS- 18 UNITS ANKLI R 3BR/3BA SINGLE 6 BUILDINGS- 6 UNITS Q l ' - 32 - 32_. 14 = 71 f PLANNER/CONTACT L:7� _-N89'1 34�W-206.36'-- - -r " ------- - TOTAL REQUIRED: 138 SPACES TOTAL PROVIDED: 191 SPACES Z a I _ -------�V$9'15W �-05 90 -------- -- _------ ------- - TBD -TOTAL REQUIRED PER CODE: 135 - -------- RESIDENTIAL PARKING -__- __-------------------- ---- J----- -------- CA - --------===--=---- �_____�_________=====1�-===icy _ ` ------ -- -- - 1 BEDROOM -56 * 1.5 PER= 84 SPACES W/56 COVERED o = J---------- == — _ __ __ I I�I ____ __ __- � -- - ZONING _ - _ 08.44 - - - - - - - - , �.. EXISTING- RUT&R-15 3 BEDROOM-6 3 PER= 18 SPACES W/ 12 COVERED Ld - - - - , „ - - - - - - - - - - - - - - - - - - - - - - o PROPOSED- R-15 S8915 34 E 2640.54 .. 411.87 N8915 34 W 1320.23' —� Q — _ _ _ _ _ - _ _ _ _ _ _Basis of Bearings_ _ _ _ 140.72' SEWAGE DISPOSAL CLUBHOUSE-3,522 S.F. @ 1 PER 500 S.F. =7 SPACES S89'27'52"E 456.63' S89'15'34"E 461.36' - - - - - - - - W. Franklin Rd. - MERIDIAN CITY SEWER GUEST PARKING 1 PER 10 UNITS=13 REQ. -38 AVAILABLE 0 WATER SUPPLY 191 -TOTAL AVAILABLE PARKING N89'15'34"W 142 -REGULAR PARKING SPACES-62 COVERED 65.28' MERIDIAN CITY WATER 3 -COMPACT PARKING SPACES 0 J� I . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . .. CITY 38 -GUEST PARKING SPACES MERIDIAN CITY 8 - HANDICAP PARKING SPACES-6 COVERED SCHOOL DISTRICT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: WEST ADA 10-20-2022 FIRE DISTRICT 4-TOTAL TRASH DUMPSTERS PROJECT: MERIDIAN C2022-006 IRRIGATION DISTRICT SHEET NAMPA MERIDIAN IRRIGATION DISTRICT S _