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_______ :-.___.�_fa ADA STALLS
s . A i TYP. BY OTHERS
1 1 CA.EXISTING WATER MAIN TO BE CONSTRUCTED A EXISTING FIRE HYDRANT
1 1 WITH BUILDING NO. 5 i
IVI OFFICE BUILDING No. 4
' I I
1
i
CONCRETE ,f
181. SIDEWALK EXISTING 6" FIRE SERVICE TO BUILDING NO4-
--4®' r
_ _ _
J TYP. TO BE CONSTRUCTED WITH BUILDING NO. 5'
--BE ROXIMATE INFILTRATION ❑ °
BE FOR STO M RUNOFF 6" VERTIC L CURB TWO (2) 2" SERVICE MANIFOLD TO ONE
a ° i
1 1 I EXISTING PROPERTY LINE T07 (1) 4" LINE TO BUILDING NO. 4 TO BE
BE VACATED THROUGH PBA i a
CONSTRUCTED WITH BUILDING NO. 5
H—
I H "
PROPOSED ` TYP.
- PROPERTY LINE EXISTING ACHD ROW TO BE
9' TYP 9 VACATED THROUGH THE ACHD
2g 91, VACATION PROCESS AND WILL
BE FACILITATED ALONG WITH EXISTING 6" FIRE SERVICE
1T TYP19, TYP 9, TYP � '`191TYP 9' TYP 17 THE PROPERTY BOUNDARY i
ADJUSTMENT PROCEED
BUILDING PERMITS AT THIS i EXISTING SERVICE
- LOCA ON
-6" VERTIC L CURB
-- IVY WI i• _ 7yp. EXISTING 6" SEWER SERVICE TO BE
e BIKE RACK CONSTRUCTED WITH BUILDING NO. s
is I
LIMITS OF DISTURBANCE OFFICE BUILDING No. 5
PEDESTRIA CROSSIN ,. ADA RAMP nn �
TYP. i i 'WORK EAST OF i1 THIS
F LINE WILL
ACCOMPLISHEDIN THE EEVII -�
BUILDING NO.5 PROJECT. ° ; : t a - i LINE
e D
• ADA RAMP EXISTING PROPERTY LINE T ' ° • Q ° -
6" VERTICAL CURB TYP' BE VACATED THROUGH PBA °° �
19 �,P ® ®• EXISTING 6" SEWER SERVICE
i I
-. CONCRETE - 42.4'
` I 9 17' - SI1DPEWALK ADA STALLS-
s p TYP T IYp 126 TYP. EXISTING PEDESTRIAN CROSSING LOADING AND d
PEDESTRIAN CROSSINGS TYP UNLOADING i. HEAVY DUTY ASPHALT
TYP
TYP TYP. 82' LI ITS F DI TUR IANC 19,
TYP ' '. • z i°. ' i
° 3 ' 73' RK ST F T1 IS LI E WI L s • :r °
100' SEE
i I ° i r' .'. s. • i
°I
Bt ILDI G N . 57 OJE T 9, 36.2 L
APPROXIMATE
INFILTRATION BED FOR _
STORM RUNOFF
8- TYP
• i rI EXISTING ASPHALT EXISTING PROPERTY LINE TO ON
PED S RIAN CROSSING
45' / 17 ° / PAVEMENT BE VACATED THROUGH PBA
TYP 26'TYP.EXISTING FIRE HYDRANT
s 8'TYP. TYP.
EXISTING ������ 27' 18.2' 82' 8' 91' ^� . 9.5' 15.4 738 82
TYP TYP
IRRIGATION I
STRUCTURES
�.�APPR XIMATE INFILTRATION 19'
BED OR STORM RUNOFF TYP.
TYP. F
_ TYP.
\ 6" VERTICAL CURB ,•i ,u E STIN INF LT ION BED 9'
g' 73
STORM UNO F TYP.
TYP 25.5'
37 EXISTING. ROP RTY I I
TYP 17; BE VACATED TH P A �O ASPHALT DRIVE LANE
TYP.. �� ��� PART OF EVL BUILDING
�y TMP 1 '� ' o O NO 5 PROJECT
WORK TO BE COORDINATED
WITH TOP GOLF /0;6 100, 6" VERTICAL CURB '(\
�12"GRAVI TYP. 19
IRRI N LINE •��., n.P
/BY OTHERS 8' i
9.
! i -
B..W, B..W 8.8"W B"W,— i �O 109,
e / EXISTING PROPERTY LINE TO
S BUILDING INFORMATION: DEVELOPER: ENGINEER: r
- _ _ T I 1\
P TOTAL BUILDING FOOTPRINT: t 29,174 SF BALL VENTURES AHLQUIST IDACS i I - - - - - -_-
L C E roIANf'° ,830 SF) TOTAL BUILDING AREA: t 145,870 SF 2775 W NAVIGATOR DR. 2775 W NAVIGATOR DR. PROPOSED
L �/ ,623 SF) MAX BUILDING HEIGHT: 87' MERIDIAN, ID 83642 MERIDIAN, ID 83642 PROPERTY LINE EXISTING PROPERTY LINE TO LIMITS OF DISTRUBANCE
MAXIMUM ALLOWABLE HEIGHT: 65' CONTACT: CONTACT: J CONCRETE SIDEWALK BE VACATED THROUGH PBA CONCRETE SIDEWALK
Z APPROVED TYP. so' np
Z COMMERCIAL •• BE SUBMITTED O ADDRESSALTERNATIVE COMPLIANCE
TONN PETERSEN 9701 (208)HALL7 HART TYP. --�
mrzsizz
om[ ) (208) (208)761 -7191
S a„e BUILDING HEIGHT ° • i • . e °< i
fl!E NUMBEq azoaz S ° a S i i s °3y i. S
• PARKING INFORMATION: .e i ° °-. i. _ r °t • ° ° % i i i i ' i 3 .; r
• PARKING STALLS Y.
SIDE: 0' 292 STALLS REQUIRED Q 50' LANDSCAPE BUFFER / 50' LANDSCAPE B FFER
LANDSCAPE BUFFERS: 372 STALLS PROVIDED \ 0 30• OF
• LOCAL ROAD: 10' ADA STALLS: 17' _
• COLLECTOR: 20' 8 ADA STALLS REQUIRED TRASH ENCLOSURE. Typ 1 17 6 VE ICA CUR
• 8 ADA STALLS PROVIDED REINFORCED
CONCRETE P.
ENTRYWAY CORRIDOR: 35' •• 2 VAN PARKING ONLY EXTEND 0' B YONDENC ENCLOSURE -
• INTERSTATE: 50' BICYCLE STALLS: - - _ - - SEE -DETAIL NEXT SHEET 5 P
2 109' 7,' 10' 91'
109' 8'
• RESIDENTIAL: 25' • 15 STALLS REQUIRED ELECTRIC- EXISTING O
• 15 STALLS PROVIDED 19 y % \, p EXISTING PROPERTY LINE TO �
CONCRETE SID�
_ _ \ VEHICLE /1 PEDESTRIAN EXISTING ADA RAMP BE VACATED THROUGH PBA
EWALK ADA CHARGING CROSSING TYP.
' ° 5 STALLS + ' �P�I
NOTE: DIMENSIONS ARE TO BACK OF h / TYP.
CURB UNLESS OTHERWISE NOTED.
' 12 12w TYP. 12^w Np',z' ° ,rw ,rw YYY�w �o JC EXISTING INFILTRATION BED
GENERATOR
ENCLOSURE
12" WATER MAIN TO BE
LOCATION
CONSTRUCTED WITH
RACKHAM SUBDIVISION- 213.8'
UTILITY EXTENSION ° " ° ° i ° e • i s °
i i• i BIKE RACK
TRANSFORMER
EXITINGNFILRATON B�D
FO STO M R NOF
TYP
26'
EXISTING PEDESTRIAN CROSSING
FO
TY
R ST
.
RM I
UNO
F
BY OTHERS
I I M" / t2 s�- - - t �' ° \- 8"bU6LIC SEWER MAIN WITH
_ ,. OI E�.I
�"= BE VACATED THROUGH PBA
� n2'so - 2so
TYP. 26' 2 EASEMENT ONC TER
17, 18.2' 82' 8' 91' 8' 73' 9.5' 31' 15.4' 73' 8' 82'
os"° \8W TYP
9'
TYP. pik-
20.2' TYR\ LxJ TIER FROM E .4E25' CAP ,
PROPOS D __ "' . RESIDENTIAL 5 - N - --
1 13.3'
PROPERTY LINE - _ _ = CON'NE&TO FUTURE
SEWER STUB BY OTHERS
no 8"W 8"W 8"W 8"W 8"W 8"W 8`W 8"W 8`t 8`W 8`W 8`W 8`W 8`W L;QNNECT-F& g"W, g"W, 8,.W a"w ,W, 8"W, 8"w ,W,
[ s 3 3 — _ _ _ WATER STUB BY OTHERS
=77
_ m 8" WATER MAIN BY OTHERS - - - - - CONNECT TO WATER MAIN BY KM ENGINEERS
o t
jm B'S 8'S 8"s B"5 8'S 8's _ 8'S 8' 8'S 8'S 8's 8's 8"S 8's 8's
'- PEDESTRIAN CROSSING BY OTHERS 14 3' - - - - �o 1,
TYP 8" SEWER MAI BY OTHERS TO COMPLETE WATER LOOP THROUGH SITE -
m
u
OFFICE BUILDING NO. 4 CORE AND SHELL
EAGLE VIEW LANDING, MERIDIAN, IDAHO 83642
—
� � SITE PLAN
so 8"so 8"so 8"so 8"so ' y,5"So Sao 5'So j DESIGN REVIEW AND CZC
BALL VENTURES AHLQUIST DATE: 5.27.2022
• . 208.616.1050 DESIGNED: HEH
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