PZ - Site Plan \\ 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
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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
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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
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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 — —
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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.
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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� ,
z 1 ° ; 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