219217 Zoning Site Plan-24x36QA/QCDESIGNEDDRAWNAPPROVEDNO.REVISIONSDATEBYThis document or any part thereof in detail or designconcept is the property of Forsgren Associates Inc. andshall not be copied without the written authorization ofForsgren Associates Inc.PAGE NO:
DATE:
SHEET NO:PROJECT NO.(IF NOT 2"- SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ATTENTION 917 SOUTH LUSK STREET, SUITE 300, BOISE, ID 83706PH: 208.342.3144 FAX: 208.383.08190'10'20'40'60'
Scale: 1"=20'
GRAPHIC SCALE
P:\219217 - Level 5 Chinden & Fox Run Way\CADD\Construction Drawings\219217 Zoning Site Plan.dwg - ---- - 4/20/2020 4:26 PMPROJECT MILESTONE 1 OF 1
03-01-2020
1 CZCCHINDEN BLVD & FOX RUN WAYMERIDIAN, IDAHOLEVEL 5SRYSRYSRYRB219217R3'R3'
R2.5'R4'R
5
.
5
'
R4.
5
'
R
1
6
'19'TYP9'
TYP
57.4'9'27.4'63'13.5'
FLAG POLE
17.1'34.2'34.3'10' PUBLIC WALKWAY TO BE CONSTRUCTED WITH
CHINDEN WIDENING/IMPROVEMENTS SET, BY OTHERS
10'PROPOSED
CONCRETE
SIDEWALK,
TYP23.3'46.4'
PLANTER
DIRECTIONAL
SIGNAGE
R10'ADA RAMP
3.3'33.1'23'25.6'25'24.4'
24.4'24'R24'
R70'R50'14.2'84.5'
PROPOSED
CONCRETE
SIDEWALK
16'
MONUMENT SIGNAGE
ENGINEER
FORSGREN ASSOCIATES
917 SOUTH LUSK ST, SUITE 300
BOISE, ID 83706
CONTACT: STEVEN YEARSLEY
PHONE: 208-342-3144
DEVELOPER
LEVEL 5
2018 POWERS FERRY RD SE, SUITE 750
ATLANTA, GA 30339-7208
CONTACT: JASON PATTY
PHONE: 801-885-1295
LEGEND
CONCRETE
IMPROVEMENTS BY OTHERS
LIMITS OF DISTURBANCE
ELECTRIC
SEWER
STORM DRAIN
WATER
SITE INFORMATION
TOTAL LOD AREA: 41,470 FT
LOT AREA: 47,137 FT
PARKING INFORMATION
PARKING STALLS REQUIRED: 5
PARKING STALLS PROVIDED: 19
*HANDICAP STALLS REQUIRED: 1
**HANDICAP STALLS PROVIDED: 2
BICYCLE PARKING STALLS REQUIRED: 1
BICYCLE PARKING STALLS PROVIDED: 1
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 1 VAN ACCESSIBLE STALL
BUILDING INFORMATION
TOTAL BUILDING FOOTPRINT: 2,567 SF
TOTAL BUILDING AREA (ALL FLOORS): 2,567 SF
MAXIMUM BUILDING HEIGHT: 24'-0”
APPROXIMATE BUILDING HEIGHT: 17'-0”
ZONING REQUIREMENTS
ZONING: CITY C-G, GENERAL COMMERCIAL
BUILDING SETBACKS:
FRONT = 0'
REAR = 0'
SIDES = 0'
LANDSCAPE SETBACKS:
LOCAL = 10'
COLLECTOR = 20'
ARTERIAL = 25'
ENTRYWAY CORRIDOR = 35'
INTERSTATE = 50'
BICYCLE PARKING STALLS
2 3/8" O.D. TUBING
SURFACE
FLANGE
MOUNT
IN-GROUND
ANCHOR MOUNT
GROUND LEVEL
63'
R10'R15'
1'0.5'
R3
'R3'R
3
'
R3'
R3
8
'
R38'13.6'4.9'103.6'HANDICAP SPACES,
TYP (2 TOTAL)38.1'73.1'
PROPOSED
CONCRETE
SIDEWALK
208'10'11.7'0.2'6"TS
BAFFLE = C1 WEIR = C2INV IN = BINV OUT = D9"MINRIM = A
VARIES1.0' MIN10'
TYP
3' MIN1.5' DEPTH
ASTM C-33 SAND
2'
(D)
1.5'
MIN
1.5"-2" WASHED
DRAIN ROCK
CONST. GROUNDWATER OBSERVATION WELL
WITH METAL CAP AND LOCK PER ACHD
SUPPLEMENTAL DRAWING NO. ACHD SD-627.
12" PRE-MANUFACTURED PERFORATED ADS N-12
PVC ASTM D 3034 PIPE OR APPROVED EQUAL.
PERFORATIONS ON TOP (HALF OF PIPE ONLY)
12 PERFORATED PIPE SLOPE = 0.0%
SEASONAL HIGH GROUNDWATER (SHGWE)
EXCAVATE MIN 1.5' INTO FREE
DRAINING SANDS AND GRAVEL,
TYP FOOTPLATE
BIKE RACK DETAIL
STORMWATER INFILTRATION PROFILE
SITE PLAN
STORM
DRAIN
INLET
TYP
9 5/8"3 3/8"5'-2 3/8"8"3"3'-1"1500 GAL 90"
PROVIDE GRADE RINGS AS
NECESSARY (12" MAX) SET
FLUSH WITH FINISH GRADE
TOP OF SYSTEM (T)
TOP OF PIPE
12" SOLID WALL PVC
ASTM D 3034 PIPE
EXTENDED 5' INTO
DRAIN ROCK
BOTTOM OF ROCK (B)
BOTTOM OF SAND (BS)
FLEXIBLE (ASPHALT)
PAVEMENT SECTION TABLE
ASPHALTIC CONCRETE
CRUSHED AGGREGATE BASE
STRUCTURAL SUBBASE
COMPACTED SUBGRADE
INFILTRATION TRENCH SCHEDULE
SEEPAGE
BED
FINISH GRADE
(FG)
TOP SYSTEM
(T)
LENGTH
(L)
WIDTH
(W)
DEPTH
(D)
BOTTOM
ROCK (B)
BOTTOM SAND
(BS) 18" MIN
GROUND
WATER
(SHGWE)
INF RATE
(IN HR)SOILS
VOLUME
REQUIRED (FT³)
(100-YR)+15%
VOLUME
PROVIDED
(FT³)
SCALE: 1" = 20'
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
1 2579.71 2576.71 68.0 12.0 8.0 2570.71 2567.21 2558±8.0
POORLY GRADED
GRAVEL WITH
SAND
2605.00 2612.00
2.5"
4.0"
12.0"
*SEE PAVEMENT SUBGRADE
PREPARATION SHEET
NOTES
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND MATERIALS SHALL
BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2"
MIX DESIGN).
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED AGGREGATE BASE
MATERIAL.
STRUCTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF GEOTECH REPORT.
MAXIMUM PARTICLE SIZE MUST BE LESS THAN 6 INCHES.
A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLREXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
SITE GEOTECHNICAL REPORT.
VALLEY
GUTTER
17'5'5' WIDE PEDESTRIAN PATH
GREY COLOR
PROPOSED CROSSWALK
STRIPING