PZ - Site Plan 1-8-2019 1 2 3 4 5
P. o SITE INFORMATION p/ N
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PROPOSED BUILDING �'
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CID LOD LOD LOD LOD\ —irr———irr———irr irr—— irr ——irr—- c I N �i, •c c
PRESSURE IRRIGATION _ TOTAL BUILDING FOOTPRINT: 7,564+/- SF z a) N
I \ - - - - - - - - - - - - - - - - - _== = - - " %'-- — TOTAL BUILDING AREA (ALL FLOORS): 7,564+/-
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"" sd---sd---sd— sd ,= \� • MAXIMUM BUILDING HEIGHT: 65'-0" O z L0
m / M a - - - - - - / i i/ \ �/ \� 'irr)I\� ///: 0 30' 60'
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= — --- 2"PI III ZONING REQUIREMENTS
p` ••�� �• I � 2°P, 1 SCALE:1"=30'
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• ZONING: CITY C-G, ALL ADJACENT LOTS TOO J
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THIS AREA NOT INCLUDED IN THIS PROPOSED - FRONT = 0' Z U) = O
u III\\ I NOT INCLUDED IN 3 SITE CZC BUT IS SHOWN BECAUSE ACCESS - REAR = 0' — O
u I o 0 AND UTILITY SERVICES TO THE PROPOSED 7 0 "I O
III I - SIDES = O Z � wz
III I THIS PHASE I SITE ARE INCLUDED IN THIS AREA
(INCLUDING STORM TREATMENT.) A LANDSCAPE SETBACKS: m
ss T-- m I III I •
SEPARATE APPLICATION WILL BE MADE TO - LOCAL = 10' Q ¢ z
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/� o THE CITY FOR THE AREA. - COLLECTOR = 20
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— I 411IiP\\ \ f . I ; u_ Q
12'{I q——— 12'I w—— III \ I PROPOSED CONCRETE
- ARTERIAL = 25
12
II Z 3 III I I I I I I i' •%• I SIDEWALK, TYP. ,. CONCRETE - ENTRYWAY CORRIDOR = 35' o
W N I11 I I I PROPERTY - INTERSTATE = 50'
c \\%�j •i •a �r�r— LINE F
LANDSCAPE DRAIN ��o• _� w
INLET TYP. v,
111 Ii III , ° ro LOD LIMIT OF DISTURBANCE (LOD) PARKING INFORMATION
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3 I I z
\�II \ 90, • PARKING STALLS REQUIRED: 30 0
1 y Nyll 18' T 2= g' — — — — — 21.6' — i— 21' I ENGINEER • PARKING STALLS PROVIDED: 32 o W
u ✓��i \ W (n , , • *HANDICAP STALLS REQUIRED: 2 � W
STORM DRAIN HORROCKS ENGINEERS a
1 ss 1 \ INLET TYP. Rs • • **HANDICAP STALLS PROVIDED: 2 W
2775 W. NAVIGATOR DR. w
9' BICYCLE PARKING STALLS REQUIRED: 1 > uj
STORM WATER Co M III SUITE 210 0 BICYCLE PARKING STALLS PROVIDED: 2
\ \ v INFILTRATION SYSTEM
1 � \ — � e- I I o III MERIDIAN, ID 83642
Z __ III 1 M CONTACT: ROB SUNDERLAGE PE NOTES: o
PROPERTY 13.5 •7.5' 75' ' •• '.12.s'• I * 0 00
LINE o N
PER ADA REQUIREMENTS o U) co
I PHONE: 208-895-2520 INCLUDES 1 VAN ACCESSIBLE STALLS z Of co
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e \ \ O y SD •SD — — ALL — -SD_— „
�� ,a \ I O -- — III REMOVE BLOWOFF\ I I III III I 10 3 DEVELOPER z o
1 �,, — z 2 DOMESTIC WATER m VALVE CONNECT TO z -
- • 2 3 4 N EXISTING 8" WATER BVA DEVELOPMENT, LLC NOTES Q o 0
- °\� co` SERVICE AND METER I ��
\ a \ Lp _ — _ o I I 2775 W. NAVIGATOR DR. � z z w U
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"\\ \I 4 \`�\ 7' I 1 s F i Ii SUITE 220 1. DIMENSIONS ARE TO FRONT FACE OF CURB w Fn < w- HANDICAP SPACES, I I I I I I I EXISTING ACHD I- � Q O
\ _ MERIDIAN ID 83642 Q w _
TYP. �, JURISDICTIONAL SEEPAGE BED FOR DRIVE ISLES. o 0 o U 0-
8" GATE VALVE PHONE: 208-616-1050 2. RADII ARE 3.5' UNLESS OTHERWISE NOTED.
LIMIT OF 0 00 z
DISTURBANCE, TYP. M 1 �, ADA RAMP, -
a
co I TYP. I I I Q U
o\\ I \� 9 10.2' I Z O
NN I I 25.3' I FLEXIBLE (ASPHALT) PAVEMENT
^� I 6" FIRE LINE I PROPOSED ! O
\ \\ \\ _ \\P\ N I I I Sol N 5.3' o I I _ SECTION TABLE Z LLuu z z
BUILDING 10.2
M
P _
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\\ N \�o f` '" \o \ \\P SAND/OIL 17' LIGHT DUTY LD HEAVY DUTY HD U
\� 0\ SEPARATOR o N
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\ / \ / \ • .. : \be, III I cq Eo I ASPHALTIC CONCRETE 2.511 3.011 O
FIRE RISER ROOM
STORM DRAIN APPROXIMATE f
\� o CRUSHED AGGREGATE BASE 4.011 4.011
�. � \ fq9� INLET TYP. s FDC LOCATION
•.III NN / / � �\\��\\ \� \ 23.3' � • E � ,I
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\ \9°{bP'\ N STRUCTURAL SUBBASE 12.0" 18.0"
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„ \ „ SEE ARCHITECTURAL PLANS \ �,9 F ° o
sr>\ // as' IIII SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE
FOR TRASH ENCLOSURE. be,
�j \VGA V �aa s� S v SD �;. III
ti \ \ / DUMPSTER PAD IN SCOPE OF y/r,, °j9 _=b_—__bel e, Sam II COMPACTED SUBGRADE PREPARATION SECTION PREPARATION SECTION
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PARKING CZC.` _ _— —— °;a — — ;4_�
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX
AND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD
2,.w EX. FIRE
_ _ _ W
HYDRANT \\ SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)
C / / - /<< \ ,2" w —,z" w—— AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED12" Q
\ �� � 12° W — • —,2' w— AGGREGATE BASE MATERIAL
PROPERTY LINE
CONNECT TO 8" SEWER SERVICE
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF > U
si�———— 8"ss ——— 8"ss - - — 8"ss ——— — 8" — 8"ss - 8"ss — — 8"ss — 8"ss —-
GEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4". N
- - 0 o U
CONCRETE PAD FOR BIKE - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO z Z Q
STALLS SEE LANDSCAPE - VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. Q Q
ARCHITECT PLANSLu
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EX. SEWER \r \ -====- =- = = = ========-- /;� � � � ~
MANHOLE " ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN wCIO
TYP. —'rr \ : _ _ _ _ ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.
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1500 GAL. 90" CONST. GROUND WATER Q
OBSERVATION WELL WITH
PROVIDE GRADE RINGS METAL CAP AND LOCK
AS NECESSARY 12" PRE—MANUFACTURED PERFORATED ADS N-12 PER ACHD SUPPLEMENTAL
(12" MAX.). SET FLUSH PVC ASTM D 3034 PIPE OR APPROVED EQUAL. DRAWING NO. ACHD SD-627.
WITH FINISH GRADE. PERFORATIONS ON TOP (1/2 OF PIPE ONLY) W
(FG) \ \ \ \ \ \ \ \\\\ \7/\\7/\/\//\K J
3 RIM=A \/ /\\//\\\\\ \\/\\/\\/\\/\\/\\/\\/\\//\\//\\\/\\//\\//\\//\\//\\//\\//\\//\\//\\\\ \ -
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2$°O.D.TUBING 12 SOLID EXTENDED C5 ASNMO DDRAIN 4 PIPE
ROCK / / / / / / / / /\!/\!/ /�\!/�\!/�\!/�\!/�\!/ ��\! \!/�\!/ .5"—2" WASHED
IQ- / / / /�/�/�/�/�/�/�/�/� /�/�/�/�/�/�� /�/�i � II DRAIN ROCK
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TOP OF SYSTEM (T) W
$ TOP OF PIPE _ =
INV. OUT = D 12 HE
0 0 0 0 0 0 0 0 0 0S1 OFF -0 0 0 00 0 0
SURFACEFLANGE MOUNT �N� \N' C° - (D)
D
GROUND LEVEL � ���� �� BOTTOM OF ROCK (B) � I
mM a TS �
IN-GROUND ANCHOR MOUNT III=III 1 .5' DEPTH
co —ASTM C-33 SAND
SEEPAGE BED SCHEDULE BOTTOM of (BS) IIIIII—III III III
III=IIII —
B I KE RACK DETAIL TOP BOTTOM BOTTOM GROUND VOLUME VOLUME 4 a 3 0 1 .5' MIN
SEEPAGE FINISH GRADE LENGTH WIDTH DEPTH SAND INF RATE PROFILE VIEW IIIIIIIIIIIIIII=III=�MIN.I III III=IIII Ll
SYSTEM ROCK WATER SOILS REQUIRED PROVIDED EXCAVATE MIN. 1 .5 INTO FREE
BED (FG) (L) (W) (D) (18" MIN.) (IN HR) 3 3 — III —
(T) (B) (BS) (SHGWE) (FT )(100YR) (FT ) DRAINING SANDS AND GRAVEL —' = —III III=� IIIIII—III III —III-
1 2576.00 2574.00 105.00 16.50 3.50 2570.50 2569 2567.5± 4.00 POORLY 2,406 2,426 SEE NOTE .) FOOTPLATE
GRADED SEASONAL HIGH GROUNDWATER SHGWE
GRAVEL
W/SAN D
NOTE: BID ALTERNATE #1 : LIMITS OF OF SAND LAYER
(LENGTH/WIDTH) CAN MATCH LIMITS OF ROCK LAYER
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