HomeMy WebLinkAboutPZ - Site Plan W-SITE INFORMATION: BUILDING INFORMATION: w DEVELOPER: ENGINEER: \
PARCEL"A"PER PBA TOTAL BUILDING FOOTPRINT:±29,174 SF BALL VENTURES AHLQUIST IDACS \ I
LOT:6.39 ACRES(277,830 SF) TOTAL BUILDING AREA:±175,044 SF 2775 W NAVIGATOR DR. 2775 W NAVIGATOR DR. e„ \ PROPERTY LINE
LOD:5.11 ACRES(222,623 SF) BUILDING HEIGHT:85' MERIDIAN, ID 83642 MERIDIAN, ID 83642 \ LIMITS OF DISTRUBANCE-
SCREEN WALL HEIGHT:96'6" CONTACT: CONTACT: \ -CONCRETE SIDEWALK -CONCRETE SIDEWALK
ZONE INFORMATION MAXIMUM ALLOWABLE HEIGHT:65' TONN PETERSEN HALLIE HART \ TYP. 50 TYP.
ZONE:CG(GENERAL COMMERCIAL) •• CONDITIONAL USE PERMIT (208)685-9701 (208)761 -7191 \ _
SETBACKS FROM ROW: REQUEST
• FRONT:0' PARKING INFORMATION: s ° s
• REAR:0' PARKING STALLS: 8"w 8"w 8"w
• SIDE:0' • 350 STALLS REQUIRED \ 50'LANDSCAPE BUFFER 1
50'LANDSCAPE BUFFER
a 0 30' 60'
LANDSCAPE BUFFERS: • 372 STALLS PROVIDED _ _ _ � _ —
• LOCAL ROAD: 10' ADA STALLS: 17 e°� \
• COLLECTOR:20' • 8 ADA STALLS REQUIRED TRASH ENCLOSURE. P� N SCA E:1"= 0'
- - TYP \ 17 6"VERTICAL CURB
0'
• ARTERIAL:25' • 8 ADA STALLS PROVIDED REINFORCED CONCRETE PAD TO TYP — — — _ — s _ — _ — _ — _ I
• ENTRYWAY CORRIDOR:35' •• 2 VAN PARKING ONLY EXTEND 10'BEYOND ENCLOSURE 4 9' \ — — —
• INTERSTATE:50' BICYCLE STALLS: SEE DETAIL NEXT SHEET 5 TYP O o
• RESIDENTIAL:25' • 15 STALLS REQUIRED 19 ° ° 24' \\ 82' _ 8' 73'— _ _ 8' _ — - 109' _ _ — _ 8' 109' _ _ T 10' 91, 8 109' g'
• 15 STALLS PROVIDED S s \ FIRE ACCESS ROUTE /2T 26'20 - VEHICLE PEDESTRIAN EXISTING— S° EXISTING ADA RAMP „ O OO�O� EXISTING PROPERTY LINE TO��
NOTE: DIMENSIONS ARE TO BACK OF -COPNCRETE SIDEWALK_8" TYP. 8 w CHARGING,,,TYP. -CROSSING TYP. — 8 S TYP. O�0 C BE VACATED THROUGH PBA
s^w s"w w 8., - ADA STALLS \ TYP.
CURB UNLESS OTHERWISE NOTED.
Y oXLY o — — STING INFILTRATION BED
- 7GENERATOR �— FOR STORM RUNOFF
12"WATER MAIN TO BE - s ENCLOSURE TYP.
CONSTRUCTED WITH LOCATION
RACKHAM SUBDIVISION- s 213.8'
UTILITY EXTENSION s ,
°
s s° BIKE RACK
TRANSFORMER
i
� ° � ADA STALLS -
- S a
a TYP.
64' STORM SYSTEM TO ( )
TWO 2 2"SERVICE MANIFOLD TO ONE � BY OTHERS 20'
CONNECTED TO (1)4"LINE TO BUILDING NO.4 TO BE EXISTING FIRE HYDRANT 26'
APPROXIMATE INFILTRATION OFFICE BUILDING No. 4 ROOF DRAINS CONSTRUCTED WITH BUILDING NO.5 —
BED FOR STORM RUNOFF LOCATION TBD i i I
EXISTING 6"FIRE SERVICE TO BUILDING NO.4
TYP. I s TO BE CONSTRUCTED WITH BUILDING NO.5
EXISTING WATER MAIN TO BE CONSTRUCTED-----"
ONSTRUCTED
S
WITH BUILDING NO.5
e
8' CONCRETE e ;
181.8' SIDEWALK
= TYP. s
6"VERTICAL CURB
S
TYP. LIMITS OF DISTURBANCE
20'—] WORK EAST OF THIS LINE WILL BE 1 s
26' ACCOMPLISHED IN THE EVIL BUILDING NO.
PROPERTY LINE�i 5 PROJECT 36.8' 44.1'
9'TYP 9'TYP EXISTING 6"SEWER SERVICE TO BE
25' CONSTRUCTED WITH BUILDING NO.5
91, STORM SYSTEM TO
19'TYP 9'TYP 19'TYP 9'TYP 1T TYP CONNECTED TO STORM SYSTEM TO CONNECTED EXISTING 6"FIRE SERVICE
17'TYP TO ROOF DRAINS
I ROOF DRAINS LOCATION TBD
LOCATION TBD EXISTING SERVICE
D _
6"VERTICAL CURB s,° PROPERTY LINE
TYP. I.
s BIKE RACK II I/
PEDESTRIAN CROSSING b ADA RAMP s r OFFICE BUILDING No. 5
TYP. TYP. s ° °}
s° ° s°
1T� o
17.1' TYDP RAMP EXISTING PROPERTY LINE TO / ° 1 9 II
BE VACATED THROUGH PBA
S 19 TYP. ° ° EXISTING 6"SEWER SERVICE
6"VERTICAL CURB CONCRETE -42.4'
1T 9' s TYP. 2T R28' SIDEWALK ADA STALLS 26' 20' EXISTING PEDESTRIAN CROSSING R28 \
s
TYP TYP 12.6' TYP. TYP. TYP.
LIMITS OF DISTURBANCE � LOADING AND
s 9' WORK EAST OF THIS LINE �V UNLOADING A s ° --HEAVY DUTY ASPHALT
19 TYP PEDESTRIAN CROSSING WILL BE ACCOMPLISHED GREASE LINE
TYP � TYP. 82' 19'
\ \ 26' IN THE EVIL BUILDING NO. R28' TYP. FIRE ACCESS ROUTE
°38' 73'
s ° 5 PROJECT 1500 GAL GREASE
100, $ 37' INTERCEPTOR
36.2'
s
9' III s
TYP. EXISTING INFILTRATION BED S s
FOR STORM RUNOFF
23.4' 0 TYP.
\ 8
r s s I EXISTING ASPHALT ' ° PEDESTRIAN CROSSING n
�_ o TYP. EXISTING FIRE HYDRANT
TYP 8' 26' �TYPEMENT 0 26, R28' 26' 20'
91.8' 27' 18.2' 82' 8' 91' 8' 73' 19.5' 31' 15.4' 73' 8' 82'
\ 19 T91
YP
TYP
\ EXISTING \ APPROXIMATE INFILTRATION
O
IRRIGATION 19' °°R 0'
STRUCTURES 55' BED
FOR STORM RUNOFF TYP. II FIRE ACCESS ROUTE
� I 3T 37'
6"VPERTICAL CURB 20 EXISTING INFILTRATION BED 9'
9.
73' FOR STORM RUNOFF TYP.
�'P 25.5' � 37 26' TYP.
PROPER
9 ,ERTY LINE 0
TYP \ 17' ASPHALT DRIVE LANE
17' - 6 FIRE ACCESS ROUTE 26 � p NO b PROJECT
FEVILBUILDING 26' I BY OTHERS
TYP ? ���o O��� EXISTING PEDESTRIAN CROSSING
WORK TO BE COORDINATED TYP.
WITH TOP GOLF ����?' ` 100'
6"VERTICAL CURB
s °
12"GRAVITY TYP' 19, II
IRRIGATION LINE TYP.
�..Z — BY OTHERS g II
/ „ -------- -- - I7,
37'
9 IITYP.
a w 8'w 8'w a'w y 109'
8 w SPI TUB NNECTION
� u
j M"g
m '�- 9 EASEMENT ON CENTER
AIN WITH
--� -__ -_
� L TYP 8 EWER M
---- 26' 26' 20'
EASEMENT
27' 18.2' 82' 8' 91' 8' 73' 19.5' 15.4' 73' 8'
i A — SD ��Qs,b ' ,
TYP 10.6' �� 9�
TYP. 17 II
oo
TYP.
8 4'
RR -CONNECT TO FUTURE
-' 20.2' ® 25 MIN LANDSCAPE ® , WATER STUB BY OTHERS
PROPOSED y�
s w _ BUFFERIAL 13.3' S
co
PROPERTY LINE g� '� _ _
CONNECT TO FUTURE
R28' N,v W� W SEWER STUB BY OTHERS
oo C 8"W 8"W 8"W 8"W 8"W 8"W 8"W _ 14.7,-8' 8'W 8'W 8'W C 8„W 8„W 8„W 8„ 8..W 8..W 8". 8„W 3 3 „W 8"W 8"W 8"W 1 o
�� R28'
v 8"S 8"S 8"S 8"S 8„S 8,,, �8„�29'8" �.,� „� 8,__ 8»� 8„S 8„S —
PEDESTRIAN CROSSING BY OTHERS 8"WATER MAIN BY OTHERS\, CONNECT TO WATER MAIN BY KM ENGINEERS
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�,P 14.3' 8"SEWER MAIN BY OTHERS TO COMPLETE WATER LOOP THROUGH SITE �N N 1
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2so OFFICE BUILDING NO. 4 CORE AND SHELL
EAGLE VIEW LANDING, MERIDIAN, IDAHO 83642
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ss- BALL VENTURES AHLQUIST DATE: 1 .6.2023
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