PZ - Site Plan VICINITY MAP
KEY NOTES (TYPICAL) SITE CALCULATIONS
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1. PROPOSED SEWER SERVICE SITE DATASSA y �' ••�••TOTAL AREA OF SITE 15.94 ACRES �•' •�
*• � :*
2. PROPOSED WATER/FIRE SERVICE "4 •
QUALIFIED OPEN SPACE 3.49 ACRES/ 21.9%
3. PROPOSED UNDERGROUND STORM WATER
BUILDING 1A 31,770 S.F. ' n ' � -v
SEEPAGE BED • � • • •
184 BUILDING 1 B 26,230 S.F. ��� • 165 7 •:
4. PROPOSED SAND AND GREASE TRAP FITNESS BUILDING 4,780 S.F. •, ��% 06-03-2 •• C��•'
PROJECT LEASING BUILDING 2,975 S.F. '•, •••••••• .•
LOCATION _ PF45. PROPOSED SEWER MAIN BUILDING 2A BUILDING 2B 22,285 S.F. ,,,�9�D� p�P••,
® 6. PROPOSED WATER MAIN GARAGES TOTAL 16,698 S.F.
o (TOTAL)
7. PROPOSED HYDRANT UNITS 396
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> 7�� 8. PROPOSED PRESSURIZED IRRIGATION PARKING CALCULATIONS
z ° STANDARD STALLS 244
9. PROPOSED GRAVITY IRRIGATION ACCESSIBLE STANDARD STALLS 8
E.OVERLAND RD. GARAGE STALLS 88
I 10. PROPOSED BIKE RACK ACCESSIBLE GARAGE STALLS 2 ACCESSIBLE
COVERED STALLS 303 W
i 11. TRASH WITH SCREEN ENCLOSURE. SEE ACCESSIBLE COVERED STALLS 4 ACCESSIBLE
l / ARCHITECTURAL PLANS. STREET 0 0
C REQUIRED PROVIDED
N.T.S.- TOTAL PARKING 648 649
LATITUDE: 43°35'40.78"N BICYCLE (EXTERIOR) 25 32
LONGITUDE: 1 16'20'35.58"W BICYCLE (INTERIOR, SECURED) 0
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TOTAL BICYCLE 25 32
1
RACKHAM
ZONING EXISTING PROPOSED Ln
SUBDIVISION I I ZONE C-G RACKHAM SITE RUT C-G NORTH RUT C-G* z0
ZONE C-G 0 1 (PROPOSED) SUBDIVISION NO. 2 SEAST OUTH R-1C N
PER RACKHAM (PROPOSED) WEST C-G > W
SUBDIVISION NO. 2 L ~
ZONE C-G SETBACKS C-G
ZONE E C-G ZONE E C-G
9y i�2 I I I I I ZONE C-G I ZONE C-G NORTH PRIVATE STREET SETBACK 0'
1�" 2g�. � 3 (PROPOSED) (PROPOSED) (PROPOSED) (PROPOSED) PROPOSED EAST PRIVATE STREET SETBACK 0'
�a,e�/ W N00°05'15"W 91.20' I PER RACKHAM 1 PER RACKHAM 1 1 1 ( )
PER RACKHAM PER RACKHAM PER RACKHAM SOUTH PRIVATE STREET SETBACK 0'
/�� S q / 8 SUBDIVISION NO. 2 SUBDIVISION NO. 2 SUBDIVISION NO. 2 SUBDIVISION NO. 2 SUBDIVISION NO. 2 WEST PRIVATE STREET SETBACK 0'
�\ ` / 3UTILITIES
WATER: CITY OF MERIDIAN
SEWER: CITY OF MERIDIAN
�s"w a"w 'p� 1 1 3 6 8 1 3 3 5 1 3 8 3 1
G_ 1 I � I POWER: IDAHO POWER
,w /// 8 w s pi w o w N *ZONING PROPOSED AS A PART OF RACKHAM SUBDIVISION NO.2 SUBMITTAL.
♦ a / 8„ 1 o E 1 I � Z 1 1 REFER TO RACKHAM SUBDIVISION SUBDIVISION NO. PRELIMINARY PLAT Z
/ `J w SUBMITTAL FOR ADDITIONAL CLARIFICATION.
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GARAGES e' C t
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/ 8' o O 7 - - _ _ N89"54'38"W 619.66'
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PERIMETERS Ln 3 4 3 4 7 a
PARKING uJ L 9'
I _ STRIP Q r- I 19' 00 m y
TYPI,� 11
30 GARAGES N LEGEND
F 00 6 ®® 15" D - o - - ANTICIPATED BOUNDARY LINE
10 0 8%
N 91
00 g' -� ® 5 t5"3B �* 12". 9' 1 a> -12" Uri - - - - - - - - - - - EXISTING EASEMENT
N F . 10 P. 4 N 9' TYP. 9 - 10' �- N o
3 L 3 b' 7 b. b. J w - - - - - - EXISTING EASEMENT TO BE
6 00 F N T R �T F' VACATED
3� �� � 10 1 1 J
m L o 6 5' 1 o PROPOSED EASEMENT
wL n I� � 10 3 6 J 0
FOUND BRASS CAP
C7 F N as„ti
= L I as.. 0 I 19' 10 6 N
L 3 NP FOUND ALUMINUM CAP
2 0 22613
o I c; O FOUND 1/2 INCH REBAR
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-) r w 2 s 5, 1 '' m v / ePK PK NAIL
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Lu r BUILDING 1A 7 °° BUILDING 2A 10 3 W /
25.5' 26.0' 26 1 ' o CALCULATED POINT
RACKHAM > w L ® � I Lo 7 J / O LEAD PLUG & TACK
SUBDIVISION N °C 3 Q 6 FITNESS BUILDING 00 w -7 W N o / z
ZONE C-G o a Q F 4 I 7 J a o �' / R/w R/w RIGHT OF WAY LLJ
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p 30' C7 L a Co o, I / s s s SANITARY SEWER LINE = z
Cm Cmowl L 6.5' 6.5' _�� N Q / w w WATER LINE Q Q
N m N 0) J C7 Z RD1 J
g �; � 1� a k Q �' / c c c GAS LINE Q
00 a J U y 'c0 -'
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O1 N s nn s ��••� •••����� 10 1 � � �� � � �' � �° op-op- OVERHEAD POWER LINE z W
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m O J N m N / P P P POWER LINE Q
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ci m m a -SD-SD- STORM DRAINAGE LINE Lu 0
00 r 10 '� N rn �1P 19, - 30, �2 / T T T TELEPHONE LINE > w
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N r 25.5' NP 2 ® ® / -7 N a m o / c c c CABLE LINE J C
3 N F J / sl sl SIGNAL LINE VI c
°° L LEASING BUILDING / o> J
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Q F ® �n / EP EP EDGE OF PAVEMENT Q
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F 4 BUILDING 1B °' 1 °' 53 / J N ° / EG EG EDGE OF GRAVEL
N L BUILDIoNG 2B � y
I L 6 5' 6 5' o a J ,� / O CO SEWER MANHOLE
6.5' /
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g 0 26.0' 2 1° � R J o a / ®sco SEWER CLEANOUT
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10 in 10 2 1° d� 19' v wv
N 3 N F 40 I TYP. 1n tD _ / �P J WATER VALVE
N 00
6 °' 00 000
L _� 4 / 1 "' o / OW WATER MANHOLE
- L 4 1 1 - 10 m c.1
o t2 / ;( o 8 / IRONWOOD ® WATER METER
11 J SUBDIVISION
PERIMETER C7 3 3 3 N �, 3 o
3 PARKING F 3 0° o Q
STRIP
L L�J i L�-,- � � I E4' n� / ZONE R-1C FIRE HYDRANT
CO r - 8"W 5 4 - : "w 9"w s" 8" J / GAS VALVE
L 8"SD 7 3"S 12"SD 12"SD 7'12" ®® SD 9' 5 d ®® 4 6 0 "Z l ' 15"SD 15"SD-9' 9' 0)d g 6Lo
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5' TYP. 14_ N TYP. J
7' 8' N 6 $' 15"SD ®® 15"SD- 15"SD 9'18"S s- 18 SD N / �Q> POWER POLE
3 LJ LJ LJ LJ LJ LJ LJ LJ fi
off`; ao GARAGES 5' 3 3 LJ LJ L-J LJ LJ J LJ LJ ~
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� / � POWER BOX
- - - - - - - - - °° GARAGES m / /
7 4 3 1 30 4 3 4 7 6 3 �� CA 1pp p,� / ;Q.- LIGHT POLE z
NAB 0EASE 0. GUY ANCHOR _0
l l W MEv T
s' ; ® 12 sD 12'sD 3 ❑T TELEPHONE RISER
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M / ® CATCH BASIN
3 �6"PI 6"PI 8'W 8'W 8' 8"W 8 8'W 8'W 8"W 48"W 8"W 8"W 8"W 8"W 8"W 8"W 4 "W 8"W "W 8"W 8'W 8"W o � v /
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w _ � 1 / O STORM DRAIN MANHOLE V)
m 1 3 - _- - - - - - - _ _ _ _ _ _ 12"cl _ _ _ _ " _ " 12"GI 1 z 1 z cl 1 z cl 1 z" 12"cl 18 SAND AND GREASE TRAP z
� �� 5 6 1 � F- -S89°14'17"E 1166.86'- - - - - - - - - - - - - - - - a� - - - - - - - - - �_ _ _ _ _ _ _ _ _ _
' JEWEL N Z 00 1 I I Q 1 6 I I o 9 i� T - ® PRESSURE IRRIGATION STUB
N SUBDIVISION I 1 1 I I g m o 1 I® PRESSURE IRRIGATION VALVE or-
ROLLING
HILL = ROLLING HILL I I 1 1 I
ZONE R-1 SUBDIVISION SUBDIVISION PROPOSED CONCRETE 0
ZONE R-1 -i ZONE R-1 CARPORT COVERED PARKING ENGINEERING LL
5725 NORTH DISCOVERY WAY
CUP SITE PLAN BOISE, IDAHO 83713 O
PHONE(208)639-6939 Z 0 50 100 150 kmengllp.com
N
Plan Scale: 1" = 50' DESIGN BY: TA
DRAWN BY: WHB
CHECKED BY: AY Q
w DATE: 06-01-21 z
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N PROJECT: 20-219
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