HomeMy WebLinkAboutSITE PLAN - 24-00204 - Summit Apartmentse
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1.INSTALL 6" CITY CURB AND GUTTER PER CITY STD DWG 7. INSTALL SAW CUT
ASPLAHT PORTION PER CITY STANDARD ROAD SECTION. SEE DETAIL SHEET
2.INSTALL 6" VERTICAL CURB AND GUTTER PER SD-701
3.INSTALL 3' VALLEY GUTTER PER DETAIL SHEET
4.INSTALL CONCRETE SIDEWALK PER CITY STD DWG 7 AND ISPWC SD-709
5.INSTALL INTEGRAL SIDEWALK PER DETAIL SHEET
6.INSTALL PEDESTRIAN RAMP PER SD-712 TO SD-712G (NO BACK CURBING)
7.INSTALL 4" WHITE PAVEMENT MARKINGS PER ISPWC SECTION 1104
8.INSTALL LANDSCAPING PER LANDSCAPE PLAN
9.INSTALL PARKING LOT PAVEMENT SECTION PER DETAIL SHEET
10.INSTALL CURB TERMINUS PER ISPWC SD-707
11.INSTALL 6" THICK CONCRETE COMMERCIAL APPROACH PER CITY STD DWG 7
AND ISPWC SD-710C
12.INSTALL DOUBLE DUMPSTER ENCLOSURE PER CITY STD DWG 12 AND PER
ARCHITECTURAL PLANS
13.INSTALL MONUMENT SIGN. SEE ARCHITECTURAL FOR DETAILS
14.INSTALL LANDSCAPE FEATURE. SEE ARCHITECTURAL AND LANDSCAPE
PLANS FOR DETAILS
15.INSTALL COVERED BBQ PIT PICKNICK AREA. SEE ARCHITECTURAL PLANS
FOR DETAILS
16.INSTALL PLAYGROUND. SEE ARCHITECTURAL PLANS FOR DETAILS
17.INSTALL DOG PARK. SEE ARCHITECTURAL PLANS FOR DETAILS
18.INSTALL ADA TRUNCATED DOME PAD
19.SNOW STORAGE AREA
20.STORMWATER RETENTION AREA. SEE GRADING AND UTILITY SHEETS FOR
FURTHER DETAIL
SITE KEY NOTES 00
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PRELIMINARY
NOT FOR CONSTRUCTION
A.ZONE = HIGH DENSITY RESIDENTIAL 1 (HDR1)
B.USE = MULTI-FAMILY
C.LOT SIZE = 1.708ac (74,404sf)
D.FRONT SETBACK = 25ft MIN
E.SIDE SETBACK = 10ft MIN
F.REAR SETBACK = 20ft MIN
G.HEIGHT = 55ft MAX
H.BUFFER = 5' WITH 1 TREE AND 5 SHRUBS PER 30lft OR 6' VINYL OR
MASONRY FENCE (NOT IN FRONT YARD SETBACK)
I.LANDSCAPE REQUIRED = 14,881sf (Lot X 20%)
J.LANDSCAPE PROVIDED = 22,142sf (29%)
K.SNOW STORAGE REQUIRED = 3,056sf (Asphalt Area X 10%)
L.SNOW STORAGE PROVIDED = 3,198sf (10%)
PROPERTY NOTE
A.PROPOSED BUILDING = 4 STORY APARTMENT BUILDING
B.UNIT COUNT = 40 UNITS AND A COMMUNITY CENTER
(16 2-BED UNITS, 13 3-BED UNITS, 11 4-BED UNITS)
E.SIZE = 14,995sf (BUILDING FOOTPRINT)
50,837sf (OVERALL BUILDING AREA)
F.BUILDING HEIGHT TO TOP WALL = 39ft - 3in
G.BUILDING CONSTRUCTION TYPE = VB
Note: See Architectural Plans for further details.
BUILDING NOTE
9A.See Utility Sheets in this plan set for water, sewer, and stormwater design
B.General Contractor to coordinate landscape irrigation design before hard surfaces are
installed
C.See drawings by others for all other dry utilty design
UTILITY NOTE
A.PARKING REQUIRED = 80 STALLS (2 STALLS PER UNIT)
B.PARKING PROVIDED = 84 STALLS (INCLUDES 4 ADA STALLS)
PARKING NOTE
16-Mar-24
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9.00'
TYP
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TYP
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9.00'
TYP
5'5'5'
9'
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11'9'9'
9.00'
TYP
20.00'
24.00'
20.00'
18.00'
18.00'
26.00'
26.00'
29.66'
26.00'
26.00'
18.00'
26.00'24.00'
R15'
R5'
R5'
R9'R3'R5'
R3'
5.00'
5'
7.00'
5'
9'
5'
6'
20.00'
5.00'
2.21'
N
130' to next hydrant
290' to next hydrant
229.07'
112.13'
23.04'
10.00'10.00'
49.20'
18.00'
9.00'
39.00'
12.00'
5.00'
10.00'10.00'10.00'10.63'
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9.03'
12.03'
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4868
4868
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4868
4868
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4867
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4868
4868
4868
4865
4867
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4869 4869
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4868
4867
48664867
4869
4868
4869
TBC
4868.38
TBC
4869.03
TBC
4868.10
TSW
4869.66
TBC
4868.42
TBC
4868.39
TBC
4868.29
TBC
4868.55
TBC
4868.00
TBC
4868.29
TBC
4868.39
TBC
4868.41
TBC
4868.48 VG HP
4868.00
TSW
4869.46
TSW
4869.26
TSW
4869.53
TSW
4869.60
TSW
4869.87
TSW
4870.16
TSW
4868.78
TSW
4868.93
TSW
4870.12
FINISH
FLOOR
4870.26
TSW
4870.26
TSW
4870.37
TSW
4870.26
TSW
4870.43
TSW
4870.17
TSW
4870.12
TSW
4870.11
TSW
4869.99
TSW
4870.18
TSW
4870.01
TSW
4870.26
TSW
4870.26
TSW
4870.26 TSW
4870.26
TSW
4870.26
TSW
4870.07
TSW
4870.01 TSW
4869.69
TSW
4870.43
TSW
4870.26
TSW
4870.26
TSW
4870.02
TSW
4870.02
TSW
4869.35
TSW
4869.74
TSW
4869.87
TSW
4869.66
TSW
4869.76
TSW
4870.43
TSW
4869.48
TSW
4868.00
RIM
4866.40
PND BTM
4866.90
PND BTM
4867.10
PND BTM
4866.90
PND BTM
4867.10
RIM
4869.22
RIM
4865.00
RIM
4864.40
RIM
4867.00
TOC
4869.01
TOC
4869.10
TOC
4868.92
TOC
4868.98
TOC
4868.90 TOC
4868.78
TSW
4869.34
TSW
4869.76
TSW
4869.73
TSW
4868.79
TSW
4868.26
TSW
4869.14
PND BTM
4867.70
PND BTM
4867.40
PND BTM
4867.20
PND BTM
4867.40
TSW
4869.25
TBC
4867.71
TBC
4867.90
TBC
4868.06
TBC
4868.04
TBC
4868.20
TBC
4868.44
TBC
4868.00
TBC
4868.25
TBC
4868.39
TBC
4868.25
TBC
4868.39
TBC
4868.25
TBC
4868.68
TBC
4869.03
TBC
4868.75
TBC
4868.31
TBC
4868.17
TBC
4867.80
TBC
4867.27
TBC
4867.89
TBC
4868.03
TBC
4868.38TBC
4868.89
TBC
4869.40
TBC
4869.27
PND BTM
4866.40
PND BTM
4865.15
PND BTM
4865.75
PND BTM
4865.85SWL BTM
4864.40
SWL BTM
4864.80
TSW
4868.60
SWL BTM
4865.00
TSW
4869.54
TBC
4869.13
TOC
4869.21
RIM
4869.31
RIM
4869.03
TSW
4869.56
TSW
4869.83
TOC
4868.46
TOC
4868.44
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TWL
TOC
TOA
TOG
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FL
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FG
GB
HP
LP
NG
BTM
SMH
DMH
CB
INV
ABBREVIATIONS
BENCHMARK
CONTROL POINT
CENTERLINE
STATION
OFFSET
TOP BACK CURB
TOP OF SIDEWALK
TOP OF WALL
TOP OF CONCRETE
TOP OF ASPHALT
TOP OF GRAVEL
VALLEY GUTTER
FLOW LINE
FINISH FLOOR
FINISH GRADE
GRADE BREAK
HIGH POINT
LOW POINT
NATURAL GROUND
BOTTOM
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
CATCH BASIN
INVERT
LEGENDPROPOSED
TOPOGRAPHIC CONTOUR
GRADE BREAK
EXISTING
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A.STORM WATERSHED A (SOUTHEAST CORNER)
WATER SHED AREA = 13,459SF
VOLUME REQUIRED = 1,010CF
VOLUME PROVIDED = 1,118CF
B.STORM WATERSHED B (SOUTHWEST CORNER)
WATER SHED AREA = 15,528SF
VOLUME REQUIRED = 1,165CF
VOLUME PROVIDED = 1,349CF
C.STORM WATER SHED C (NORTHWEST CORNER)
WATER SHED AREA = 17,649SF
VOLUME REQUIRED = 1,324CF
VOLUME PROVIDED = 1,423CF
D.STORM WATER SHED D (NORTHEAST CORNER)
WATERSHED AREA = 27,769SF
VOLUME REQUIRED = 2,083CF
VOLUME PROVIDED = 2,190CF
TIME TO DRAIN = 0.6in/hr X 1'-3' deep ponds = 20-60hrs
*Note: Percolation value from NRCS General Soil Resource Report.
See Geotechnical Investigation for more detailed analysis.
STORM WATER CALCS
SNOW STORAGE AREA REQUIRED = 3,550SF (10%)
(INCLUDES PARKING AREA AND ADJACENT SIDEWALKS)
SNOW STORAGE PROVIDED = 3,560SF
(EASTERN PARKING LOT LANDSCAPE AREAS AND WESTERN
INTERIOR PARKING LOT LANDSCAPE ISLANDS)
SNOW STORAGE CALCS
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1.HOT TAP AND CONNECT TO EXISTING WATER MAINLINE. COORDINATE
CONNECTIONS WITH CITY WATER DEPT
2.INSTALL 6" FIRE SERVICE WATER LINE WITH GATE VALVE IN VALVE BOX 2'
IN FRONT OF SIDEWALK. VERIFY CONNECTION POINT AT BUILDING WITH
MECHANICAL PLANS
3.INSTALL 4" WATER SERVICE WITH GATE VALVE IN VALVE BOX 2' IN FRONT
OF SIDEWALK. VERIFY CONNECTION POINT AT BUILDING WITH
MECHANICAL PLANS
4.INSTALL COMMERCIAL INTERIOR METER PER CITY STANDARDS. SEE
MECHANICAL PLANS FOR DETAILS
5.INSTALL LANDSCAPE SPRINKLER LINE AND BACKFLOW PREVENTOR. SEE
MECHANICAL AND LANDSCAPE PLANS FOR DETAILS
6.CONNECT TO EXISTING 8" SEWER SERVICE LINE. EXISTING LINE SLOPE IS
2%. COORDINATE CONNECTION WITH CITY SEWER DEPARTMENT
7.INSTALL 8" SDR35 PVC SEWER SERVICE LINE PER ISPWC SECTION 504.
MINIMUM 2% SLOPE. SEE MECHANICAL PLANS FOR CONNECTION
LOCATION AT BUILDING
8.INSTALL TYPE I CATCH BASIN PER DETAIL SHEET
9.INSTALL OPEN BOTTOM CATCH BASIN WITH ROUND GRATE PER DETAIL
SHEET. SURROUND WITH 1' WIDE AND 1' DEEP CLEAN ROUND ROCK
WRAPPED IN GETOTEXTILE FABRIC
10.INSTALL 12" STORM DRAIN MAINLINE PER ISPWC SECTION 601. MINIMUM
0.22% SLOPE
11.INSTALL 8" SDR35 PVC OR HDPE ROOF DRAIN MAIN LINE. MINIMUM 1%
SLOPE. COORDINATE LOCATION WITH ARCHITECTURAL AND LANDSCAPE
PLANS
12.INSTALL 6" SDR35 PVC OR HDPE ROOF DRAIN TO CATCH DOWNSPOUT.
MINIMUM 2% SLOPE. COORDINATE LOCATION POINT AT BUILDING WITH
ARCHITECTURAL PLANS
13.INSTALL 8" TRAFFIC RATED CLEANOUT PER SD-506. (NON TRAFFIC RATED
IN LANDSCAPE AREAS)
14.ENSURE 18" VERTICAL SEPARATION. SEE ISPWC SECTION 405 AND SD-407
UTILITY KEY NOTES 00
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PRELIMINARY
NOT FOR CONSTRUCTION
9
A.See Mechanical and Electrical plans by others for all plumbing and electrical
infrastructure within 5' of the buildings exterior
B.See Architectural and Landscape plans for all stormwater and grading within 5'
of the building
C.See Electrical plans for all lighting design
D.See Rocky Mountain Power Contractor Map and Electrical plans for power and
communication service design up to the building
E.Coordinate any additional communication services with available service
providers in the area
F.Coordinate natural gas service elimination with Intermountain Gas
G.Any dry utility design information shown on this Civil plan set is for consultant
design coordination purposes only
H.The location of existing utilities are approximate and shall be verified by the
contractor prior to commencing work. Each service provider is to be notified of
the construction schedule
UTILITY NOTE
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SMH EXST
RIM = 4867.69
8" INV IN N = 4857.34
8" INV IN W = 4861.20
8" INV IN W = 4858.12
8" INV OUT E = 4857.34
82 LF SEWER SERVICE BLDG TO MH @ 2% SLOPEMIN INV = 4862.84
FINISH
FLOOR
4870.26
DMH 1
RIM = 4866.40
8" INV IN SW = 4862.90
DMH 2
RIM = 4867.00
8" INV IN SE =4863.50
DMH 3
RIM = 4864.40
12" INV IN NE = 4860.90
DMH 4
RIM = 4865.00
12" INV IN SW =4861.50
DCB 1
RIM = 4866.77
12" INV OUT SW = 4863.77
DCB 2
RIM = 4867.50
12" INV IN W = 4861.82
12" INV OUT NE = 4861.72
DCB 3
RIM = 4867.50
12" INV OUT E = 4862.14
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CLEARING LIMITS
(BMP 39, 43)
TRACK-OUT CONTROL
(BMP 40, 75)
EQUIPMENT AND MATERIAL STAGING
(BMP 37, 46-48, 82-84, 89)
MATERIAL STORAGE AND STOCKPILING
(BMP 41, 44, 77)
LANDSCAPING
(BMP 31, 32)
1.This Erosion Control Plan is preliminary and will need to be modified and added to by the Contractor throughout the
life of the project. The Contractor shall select the proper Erosion Control Best Management Practices (BMP's) from
the Idaho Department of Environmental Quality (DEQ) Catalog of Stormwater Best Managment Practices. See ISPWC
sections 206, 207, 1000 and DEQ's website for Catalog and further detail.
2.The BMP Catalog provides technical guidance for construction site design and selecting storm water best
management practices (BMPs) as well as information on permitting requirements for storm water discharges in Idaho.
It includes BMPs to prevent discharge of pollutants from developing areas, both during the construction phase and for
the life of the development. A BMP is a physical, chemical, structural, or managerial practice that prevents, reduces,
or treats storm water contamination or prevents or reduces soil erosion. The goal of the BMP catalog is to provide
general information on the design of a storm water management plan, selection of storm water BMPs, and technical
information on the design, installation, and maintenance of BMPs. This information is primarily intended for design
professionals, landowners, developers, and construction contractors.
3.This Erosion Control Plan does not constitute a full Storm Water Pollution Prevention Plan (SWPPP).
4.The Contractor is required to file a Notice of Intent (NOI) with the DEQ for a SWPPP Construction General Permit
(CGP) under the Idaho Pollution Discharge Elimination System Program (IPDES). See DEQ's website for further
details. Post the NOI near the entrance to the project and keep an up to date copy of the SWPPP on site easily
accessible to the SWPPP operators, DEQ, City or County personnel, including site maps showing where each BMP is
or will be installed.
5.It is the Contractors responsibility to install and maintain all Erosion Controls or Best Management Practices (BMP). A
full list of BMP's with instructions and drawings can be found on the Idaho DEQ website.
6.All contractors providing services on the project which may affect the SWPPP or Erosion Control Plan will be given
access to the SWPPP and appropriate training as needed. Training records to be kept onsite with the SWPPP.
7.All BMP's/Erosion Control Measures will need to be inspected and maintained by the contractor throughout the life of
the project until close-out.
8.Inspections shall be performed by the contractor at a minimum bi-weekly interval and within 24 hours of a 1/2" or
greater storm event. Inspections are to be documented and kept onsite with the SWPPP.
9.Sediment deposits are to be removed after each rainfall event or until they reach 1/2 the height of the barrier.
10.Contractor is responsible to adjust erosion control measures as the project progresses including grading changes.
11.Native topsoil on site is to be preserved wherever possible. Protect soil storage piles from run-on and runoff.
12.Immediately stabilize exposed portions of the site whenever construction work will stop for more than 14 days
13.Install perimeter controls on downhill lot lines or boundaries such as fiber rolls or silt fence.
14.Install and maintain a stabilized construction entrance to reduce sediment track-out. Clean up any sediment track-out
by the end of the same work day.
15.Install inlet protection on existing catch basins and infiltration structures on or adjacent to the project site as well as
any catch basins or infiltration structures constructed as part of the project.
16.Dust to be kept down by spraying dry areas with water or dust control polymers as needed.
17.Provide protection for construction materials that could leach pollutants during a precipitation event.
18.Clearly identify separate waste disposal areas on site for hazardous waste, construction waste and domestic waste
and protect from run-on and runoff.
19.Install a leak proof concrete washout basin
20.Contractor to install and maintain energy dissipation, erosion control and soil stabilization measures for all stormwater
point source discharge areas from run-on and runoff including onsite stormwater outlet structure discharges.
21.Temporary and permanent swales and detention ponds may need to be installed and utilized and necessary to reduce
the velocity of runoff and enhance particle settling.
22.Landscape site as soon as possible to avoid higher stormwater sheet flow volumes and velocities and to avoid soil
erosion and transfer.
23.Upon construction completion remove all sediment and debris from all permanent stormwater retention areas and
structures.
24.All temporary erosion control BMP's will be removed after final stabilization is achieved or after BMP's are not longer
needed.
25.Final stabilization including landscaping is required prior to terminating permit coverage.
EROSION CONTROL NOTES
SLOPE PROTECTION
(BMP 52-59)
DETENTION POND OR BASIN
(BMP 23, 25-26, 66)
INFILTRATION TRENCH
(BMP 17)
CONCRETE WASHOUT
(BMP 49)
SWPPP SIGN
(BMP 91)
FIBER ROLL OR SILT FENCE
(BMP 64-65)
TRENCH OR SWALE
(BMP 68)
DAM, BERM OR DIVERSION DIKE
(BMP 60, 69-70)
JOBSITE DUMPSTER
(BMP 51)
PORTABLE SANITATION
(BMP 50)
SWPPP
STORM WATER POLLUTION PREVENTION PLAN
PROJECT NAME: ___________________________
IPDES (CGP) PERMIT OR NOI#: _______________
SWPPP DOCUMENT LOCATION ONSITE: _______
OPERATOR CONTACT INFO: _________________
SWPPP
STORM WATER POLLUTION PREVENTION PLAN
PROJECT NAME: ___________________________
IPDES (CGP) PERMIT OR NOI#: _______________
SWPPP DOCUMENT LOCATION ONSITE: _______
OPERATOR CONTACT INFO: _________________
INLET PROTECTION
(BMP 23, 25-26, 66)
PRELIMINARY
NOT FOR CONSTRUCTION
EXISTING GRADESLOPE
S
L
O
P
E
SLOPE
SLOPE
9
16-Mar-24
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SL
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S
L
O
P
E
RE
X
B
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A
P
A
R
T
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16-Mar-24
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D
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19
32
9
15
5
4
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X
X
X
X
X
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X
X
X
X
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X
X X X X X X X
RA
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A
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COMMUNITY
BUILDING
DOG RUN
N
1
s
t
W
ASD1.0
5
ASD1.0
1
ASD1.1
5
ASD1.1
6
ASD1.0
2
CO
R
R
I
D
O
R
W
/
EL
E
V
A
T
O
R
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 (A/V) 2-BR
UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
AN
S
I
B
1
1
7
.
1
3
-
B
R
U
N
I
T
AN
S
I
B
1
1
7
.
1
3
-
B
R
U
N
I
T
AN
S
I
B
1
1
7
.
1
3
-
B
R
U
N
I
T
AN
S
I
A
1
1
7
.
1
3
-
B
R
U
N
I
T
AN
S
I
B
1
1
7
.
1
4
-
B
R
U
N
I
T
AN
S
I
B
1
1
7
.
1
4
-
B
R
U
N
I
T
AN
S
I
B
1
1
7
.
1
4
-
B
R
U
N
I
T
AN
S
I
A
1
1
7
.
1
4
-
B
R
U
N
I
T
ANSI B117.1 4-BR-B UNIT
ANSI B117.1 4-BR-B UNIT
ANSI B117.1 4-BR-B UNIT
ANSI B117.1 4-BR-B UNIT
ANSI B117.1 3-BR UNIT
ANSI B117.1 4-BR UNIT
ANSI B117.1 4-BR UNIT
ANSI B117.1 4-BR UNIT
ANSI B117.1 3-BR-B UNIT
ANSI B117.1 3-BR-B UNIT
ANSI B117.1 3-BR-B UNIT
ANSI B117.1 3-BR-B UNIT
ANSI B117.1 3-BR UNIT
ANSI B117.1 3-BR UNIT
ANSI B117.1 3-BR UNIT
ANSI B117.1 3-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI A117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
ANSI B117.1 2-BR UNIT
BUILDING 1
BUILDING 2
NOTE: APARTMENT NUMBERS ARE TO BE FIELD VERIFIED
BY GENERAL CONTRACTOR. ARCHITECT TO BE NOTIFIED
OF ANY DISCREPANCY PRIOR TO FINAL
PRODUCTION/INSTALLATION.
1. SIDEWALK ON THE ACCESSIBLE ROUTE SHALL NOT
EXCEED 5% (1'-0" IN 20'--0") RUNNING SLOPE WITH A 2%
(1'-0" IN 50'-0") CROSS-SLOPE AND SHALL BE 4' WIDE
MIN. EXCEPT AS NOTED ON SITE PLAN. PROVIDE STAIRS,
RAMPS, CURBS, ETC., AS NOTED AND DETAILED.
2. PARKING AREAS AND ACCESSIBLE SPACES AND
ACCESS AISLES SHALL NOT EXCEED A 2% (1'-0" IN 50'-0"
SLOPE IN EACH DIRECTION. OTHER PORTIONS OF THE
ACCESSIBLE ROUTE SHALL NOT EXCEED A 5% (1'-0" IN
20'-0") LONGITUDINAL SLOPE NOR A 2% (1'-0" IN 50'-0")
CROSS-SLOPE.
ACCESSIBILTY NOTES:
LEGEND
ACCESSIBLE ROUTE (36" MIN.
WIDTH, 2% CROSS SLOPE MAX,
5% RUNNING SLOPE MAX.)
ADA/UFAS ACCESSIBLE
NOTE: INSTALL HANDRAILS @ ACCESSIBLE ROUTES AND
WHERE OTHERWISE NOTED EXCEEDING 5% BUT LESS
THAN 8.33%. 5'-0" LANDING REQUIRED AT TOP AND
BOTTOM OF RAMP. SEE CIVIL FOR LOCATIONS.
SNOW STORAGE
(+/- 3,500 SF)
RAISED LANDSCAPE BED
SCALE: 1" = 20'-0"AS1.0
1 ARCHITECTURAL SITE PLAN
8)PARKING AREAS @ ACCESSIBLE SPACES AND ACCESS AISLES SHALL NOT EXCEED A
2% (1'-0" IN 50'-0") SLOPE IN ANY DIRECTION. OTHER PORTIONS OF THE ACCESSIBLE
ROUTES SHALL NOT EXCEED A 5% (1'-0" IN 20'-0") LONGITUDINAL SLOPE NOR A 2% (1'-0"
IN 50'-0") CROSS SLOPE. OTHER PARKING AREAS AND CROSS SLOPE OF DRIVES SHALL
NOT EXCEED A 5% (1'-0" IN 20'-0") SLOPE.
7)THE CONTRACTOR SHALL FURNISH AND INSTALL ONE MAILBOX PER APARTMENT AND
ONE FOR OWNER
6)THE CONTRACTOR SHALL OBTAIN AND PAY FOR BUILDING PERMIT(S) AS REQUIRED.
5)SIDEWALKS SHALL NOT EXCEED 5% (1'-0" IN 20'-0") SLOPE WITH A 2% (1'-0" IN 50'-0")
CROSS SLOPE MAX AND SHALL BE 5'-0" MIN. WIDTH EXCEPT AS NOTED ON SITE PLAN
PROVIDE STAIRS, RAMPS, CURBS, ETC., AS NOTED AND DETAILED.
4)FINISH GRADE SHALL BE 2" BELOW THE SURFACE OF WALKS, SLABS, STEPS, ETC.,
EXCEPT WHERE NECESSARY TO ACCOMMODATE DRAINAGE. CONTRACTOR SHALL SOD
OR SEE ALL AREAS OF SITE DISTURBED BY CONSTRUCTION AS SHOWN ON CIVIL
DRAWINGS.
3)TOPSOIL FINISH GRADE SHALL BE 8" BELOW THE FINISH FLOOR ELEVATIONS, SLOPING
AWAY 6" IN 10' MINIMUM. FINISH GRADES SHALL NOT EXCEED A 3:1 SLOPE.
2)THE BOTTOMS OF FOOTINGS SHALL BEAR ON SOILS AS PER THE SOILS REPORT IN THE
SPECIFICATIONS. THE FOOTINGS SHALL BE AT DEPTHS INDICATED ON PLANS, OR
DEEPER AS REQUIRED DUE TO SPECIFIC SITE CONDITIONS.
1)THE CONTRACTOR SHALL STRIP THE BUILDING AREA OF TOP SOIL AND STOCKPILE IT. HE
SHALL THEN INSTALL FILL DIRT AS PER SOILS REPORT INCLUDED IN THE
SPECIFICATIONS.
SITE NOTES
2)PICNIC TABLE - GAMETIME #768 - 8' LONG, PRESSURE TREATED WOOD TOP AND SEATS,
SECURED TO THE CONCRETE SLAB. ONE END OF TABLE SHALL HAVE A MINIMUM WHEEL
CHAIR KNEE SPACE 30" WIDE, 27" HIGH AND 19" DEEP, WITH A MIN. - OF 36" CONCRETE
SLAB CLEAR OF THE TABLE END.
1)PARK BENCH - GAMETIME OR EQUAL, 6' LONG, PRESSURE TREATED WOOD SEATS AND
STEEL FRAME, SECURED TO 5'X9'-6" CONCRETE SLAB.
SITE FEATURES
W/
D
DW
WH
UP
W/
D
DW
W/D
DW
DW
DW
W/D
DW
W/
D
DW
W/
D
W/
D
DW
DW
W/
D
W/
D
DW
W/
D
DW
UPUP
W/
D
DW
228' - 9"
6'
-
0
"
50
'
-
3
"
50' - 3"11' - 3"167' - 3"
ANSI
A117.1
4-BR
UNIT
ANSI
A117.1
3-BR
UNIT
ANSI
B117.1
4-BR
UNIT
ANSI
B117.1
3-BR
UNIT
25' - 0"25' - 3"
5' - 0"13' - 6"6' - 6"5' - 10"13' - 6"5' - 11"
50
'
-
3
"
10
'
-
0
"
45
'
-
6
"
6'
-
0
"
5'
-
1
0
"
13
'
-
6
"
11
'
-
7
"
13
'
-
6
"
5'
-
1
0
"
7'
-
6
"
18
'
-
2
"
12
'
-
1
0
"
7'
-
0
"
51' - 6"10' - 0"35' - 9"10' - 0"35' - 9"10' - 0"45' - 6"5' - 0"25' - 3"
3' - 6"12' - 6"15' - 8"12' - 10"7' - 0"5' - 0"5' - 0"6' - 10"11' - 0"11' - 6"6' - 5"5' - 0"5' - 0"6' - 5"11' - 6"11' - 0"6' - 10"5' - 0"5' - 0"7' - 0"7' - 0"11' - 3"7' - 0"
7'
-
0
"
12
'
-
1
0
"
15
'
-
8
"
10
'
-
6
"
5'
-
6
"
COMMUNITY BUILDING
1
A4.8
______________________
SP
R
I
N
K
L
E
R
51
'
-
6
"
25' - 1 1/2"25' - 1 1/2"
25
'
-
1
1
/
2
"
25
'
-
1
1
/
2
"
ELEVATOR EQUIP.
12' - 10"18' - 2"7' - 6"
5'
-
0
"
13
'
-
6
"
13
'
-
6
"
5'
-
0
"
2
A4.3
______________________
4
A4.3
______________________
5
A4.3
______________________
3
A4.3
______________________
1
A4.3
______________________
1
A4.4
______________________
2
A4.4
______________________
1
A4.10
______________________
1
A4.5
______________________
2
A4.5
______________________
2
A4.10
______________________
1
A4.11
______________________
7'
-
7
1
/
2
"
8'
-
2
"
A1.7
1
A1.5
2
3
A4.11
______________________
3'
-
6
1
/
2
"
7'
-
7
1
/
2
"
8'
-
2
"
A1.5
3
A1.6
3
A1.6
2
A1.4
2
A1.4
1
ANSI B117.1 /
A/V 2-BR
UNIT
A4.12
4 A4.13
4
3
A4.4
______________________
3
A4.6
______________________
3
A4.3
______________________
11
1
'
-
9
"
12' - 10"18' - 2"7' - 6"
6
6' - 5"11' - 6"11' - 0"11' - 10"11' - 5"11' - 6"11' - 0"6' - 0"8' - 11"6' - 10"3' - 6"
5'
-
6
"
9'
-
9
"
11
'
-
6
"
18
'
-
0
"
5'
-
6
"
11
'
-
2
1
/
2
"
11
'
-
2
1
/
2
"
11
'
-
2
1
/
2
"
18
'
-
9
1
/
2
"
6'
-
0
"
35' - 9"10' - 0"91' - 3"5' - 0"25' - 3"
ANSI
B117.1
3-BR-B
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
A117.1
2-BR
UNIT
ANSI
B117.1
4-BR-B
UNIT
5'
-
9
"
13
'
-
7
"
5'
-
5
"
19
'
-
4
1
/
2
"
19
'
-
4
1
/
2
"
5'
-
5
"
5'
-
5
"
8'
-
2
"
5'
-
5
"
8'
-
2
"
12' - 0"26' - 3"12' - 0"
2
A4.11
______________________
1 1
3
2
2 2
2 2
2
2
2 4
4
5
5
1
A4.6
______________________
1
A4.11
______________________
7
BUILDING FRONT
2
A4.4
______________________
1
A4.5
______________________2
A4.5
______________________
7
A4.13
______________________
1
A4.5
______________________
6
A4.12
______________________
4
A4.7
______________________
3
A4.7
______________________2
A4.7
______________________1
A4.7
______________________
A1.7
3
UNIT TYPE LEGEND
TYP.=TYPICAL UNIT
FHA =FAIR HOUSING ACT
UFAS =UNIFORM FEDERAL ACCESSIBILITY STANDARDS
A/V =AUDIO/VISUAL
SCALE: 1/8" = 1'-0"A1.0
1 FIRST FLOOR BUILDING PLAN
W/
D
DN UP
W/D
W/
D
W/D
DW
DW
DW
DW
DW
DW
W/
D
W/
D
DW
W/
D
DW
W/
D
W/
D
DW
W/
D
DW
DN
UPUP
ANSI
B117.1
4-BR
UNIT
ANSI
B117.1
3-BR
UNIT
1
A4.8
______________________
OPEN TO BELOW
198' - 6"
50
'
-
3
"
6'
-
0
"
ANSI
B117.1
4-BR
UNIT
ANSI
B117.1
3-BR
UNIT
6' - 5"11' - 6"11' - 0"6' - 10"3' - 0"4' - 0"3' - 0"7' - 0"12' - 10"18' - 2"7' - 6"
5'
-
0
"
13
'
-
6
"
13
'
-
3
"
13
'
-
6
"
5'
-
0
"
25
'
-
1
1
/
2
"
25
'
-
1
1
/
2
"
50
'
-
3
"
10
'
-
0
"
45
'
-
6
"
5'
-
1
0
"
13
'
-
6
"
11
'
-
7
"
13
'
-
6
"
5'
-
1
0
"
7'
-
6
"
18
'
-
2
"
12
'
-
1
0
"
7'
-
0
"
25
'
-
1
1
/
2
"
25
'
-
1
1
/
2
"
50' - 3"11' - 3"137' - 0"
5' - 0"13' - 6"13' - 6"5' - 11"
7'
-
0
"
12
'
-
1
0
"
15
'
-
8
"
10
'
-
6
"
1
A4.4
______________________
2
A4.4
______________________
1
A4.10
______________________
2
A4.6
______________________
1
A4.5
______________________2
A4.5
______________________
2
A4.10
______________________
1
A4.11
______________________
A1.5
2
3
A4.11
______________________
A4.9
1
A1.4
1
A1.5
2
A1.6
2
(SIM.)
12' - 0"26' - 3"12' - 0"
A4.12
3
A4.13
3
3
A4.4
______________________
3
A4.6
______________________
ANSI
B117.1
4-BR-B
UNIT DN
3' - 6"12' - 6"15' - 8"12' - 10"7' - 0"3' - 0"4' - 0"3' - 0"6' - 10"11' - 0"11' - 6"6' - 5"
51' - 6"10' - 0"35' - 9"10' - 0"35' - 9"10' - 0"45' - 6"
15
'
-
8
"
18
'
-
6
"
15
'
-
8
"
56
'
-
3
"
25' - 1 1/2"25' - 1 1/2"
9'
-
1
1
/
2
"
5'
-
9
"
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
3-BR-B
UNIT
6' - 5"11' - 6"11' - 0"6' - 10"
3' - 0"
4' - 0"
3' - 0"
6' - 5"11' - 6"11' - 0"12' - 10"18' - 2"7' - 6"
2
A4.11
______________________
35' - 9"10' - 0"91' - 3"
1 1
2
3
2 2
2 2
2
2 2
A1.5
1
A4.13
3
(SIM.)
1
A4.11
______________________
5"
/
1
2
"
5"
/
1
2
"
10
"
/
1
2
"
8" / 12"8" / 12"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
1
A4.6
______________________
BUILDING FRONT
4
A4.7
______________________
3
A4.7
______________________2
A4.7
______________________1
A4.7
______________________
A1.7
2
UNIT TYPE LEGEND
TYP.=TYPICAL UNIT
FHA =FAIR HOUSING ACT
UFAS =UNIFORM FEDERAL ACCESSIBILITY STANDARDS
A/V =AUDIO/VISUAL
SCALE: 1/8" = 1'-0"A1.1
1 SECOND FLOOR BUILDING PLAN
W/
D
UPDN
W/D
W/
D
W/D
DW
DW
DW
DW
DW
DW
W/
D
W/
D
DW
W/
D
DW
W/
D
W/
D
DW
W/
D
DW
UP
DN
UP
DN
1
A4.8
______________________
OPEN TO BELOW
ANSI
B117.1
3-BR
UNIT
ANSI
B117.1
4-BR
UNIT
ANSI
B117.1
4-BR
UNIT
ANSI
B117.1
3-BR
UNIT
198' - 6"
50
'
-
3
"
6'
-
0
"
3' - 6"12' - 6"15' - 8"12' - 10"7' - 0"3' - 0"4' - 0"3' - 0"6' - 10"11' - 0"11' - 6"6' - 5"
5'
-
0
"
13
'
-
6
"
13
'
-
3
"
13
'
-
6
"
5'
-
0
"
25
'
-
1
1
/
2
"
25
'
-
1
1
/
2
"
50
'
-
3
"
10
'
-
0
"
45
'
-
6
"
6'
-
0
"
5'
-
1
0
"
13
'
-
6
"
11
'
-
7
"
13
'
-
6
"
5'
-
1
0
"
7'
-
6
"
18
'
-
2
"
12
'
-
1
0
"
7'
-
0
"
25
'
-
1
1
/
2
"
25
'
-
1
1
/
2
"
50' - 3"11' - 3"137' - 0"
25' - 0"25' - 3"
5' - 0"13' - 6"6' - 6"5' - 10"13' - 6"5' - 11"
7'
-
0
"
12
'
-
1
0
"
15
'
-
8
"
10
'
-
6
"
5'
-
6
"
1
A4.4
______________________
2
A4.4
______________________
1
A4.10
______________________
2
A4.6
______________________
1
A4.5
______________________2
A4.5
______________________
2
A4.10
______________________
1
A4.11
______________________
3
A4.11
______________________
A4.9
1
(SIM.)
A4.12
2
A4.13
2
12' - 0"26' - 3"12' - 0"
ANSI
B117.1
4-BR-B
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
3-BR-B
UNIT
6' - 5"11' - 6"11' - 0"6' - 10"
3' - 0"
4' - 0"
3' - 0"
6' - 5"11' - 6"11' - 0"
51
'
-
6
"
11
1
'
-
9
"
25' - 1 1/2"25' - 1 1/2"
12' - 10"18' - 2"7' - 6"
35' - 9"10' - 0"91' - 3"
6' - 5"11' - 6"11' - 0"6' - 10"3' - 0"4' - 0"3' - 0"7' - 0"12' - 10"18' - 2"7' - 6"
15
'
-
8
"
18
'
-
6
"
15
'
-
8
"
51' - 6"10' - 0"35' - 9"10' - 0"35' - 9"10' - 0"45' - 6"
4'
-
9
1
/
2
"
56
'
-
3
"
2
A4.11
______________________
A4.13
2
(SIM.)
1
A4.11
______________________
1 1
3
2
2 2
2 2
2 2
2
1
A4.6
______________________
BUILDING FRONT
4
A4.7
______________________
3
A4.7
______________________2
A4.7
______________________1
A4.7
______________________
UNIT TYPE LEGEND
TYP.=TYPICAL UNIT
FHA =FAIR HOUSING ACT
UFAS =UNIFORM FEDERAL ACCESSIBILITY STANDARDS
A/V =AUDIO/VISUAL
SCALE: 1/8" = 1'-0"A1.2
1 THIRD FLOOR BUILDING PLAN
DN
W/D
W/
D
W/
D
W/D
DW
DWDW
DW
DW
DW
W/
D
W/
D
DW
W/
D
DW
W/
D
W/
D
DW
W/
D
DW
DN DN
ANSI
B117.1
3-BR
UNIT
ANSI
B117.1
3-BR
UNIT
1
A4.8
______________________
ANSI
B117.1
3-BR
UNIT
ANSI
B117.1
4-BR
UNIT
50
'
-
3
"
6'
-
0
"
10' - 0"15' - 8"12' - 10"7' - 0"3' - 0"4' - 0"3' - 0"6' - 10"11' - 0"11' - 6"6' - 5"6' - 5"11' - 6"11' - 0"6' - 10"3' - 0"4' - 0"3' - 0"7' - 0"12' - 10"18' - 2"7' - 6"
25
'
-
1
1
/
2
"
25
'
-
1
1
/
2
"
50
'
-
3
"
10
'
-
0
"
45
'
-
6
"
6'
-
0
"
7'
-
6
"
18
'
-
2
"
12
'
-
1
0
"
7'
-
0
"
50' - 3"11' - 3"137' - 0"
25' - 0"25' - 3"
5' - 0"13' - 6"6' - 6"5' - 10"13' - 6"5' - 11"
7'
-
0
"
12
'
-
1
0
"
15
'
-
8
"
10
'
-
6
"
5'
-
6
"
198' - 6"
1
A4.10
______________________
2
A4.6
______________________
1
A4.5
______________________2
A4.5
______________________
2
A4.10
______________________
1
A4.11
______________________
3
A4.11
______________________
OPEN TO BELOW
A4.9
1
(SIM.)
A4.13
1
3
A4.4
______________________
3
A4.6
______________________
5'
-
0
"
13
'
-
6
"
13
'
-
3
"
13
'
-
6
"
5'
-
0
"
12' - 0"26' - 3"12' - 0"
ANSI
B117.1
4-BR-B
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
2-BR
UNIT
ANSI
B117.1
3-BR-B
UNIT
6' - 0"45' - 6"10' - 0"35' - 9"10' - 0"35' - 9"10' - 0"45' - 6"
15
'
-
8
"
18
'
-
6
"
15
'
-
8
"
2
A4.11
______________________
5'
-
1
0
"
13
'
-
6
"
6'
-
1
1
/
2
"
5'
-
5
1
/
2
"
13
'
-
6
"
5'
-
1
0
"
11
1
'
-
9
"
51
'
-
6
"
6' - 5"11' - 6"11' - 0"6' - 10"
3' - 0"
4' - 0"
3' - 0"
6' - 5"11' - 6"11' - 0"12' - 10"18' - 2"7' - 6"
35' - 9"10' - 0"45' - 7"45' - 8"
25' - 1 1/2"25' - 1 1/2"
A4.13
1
(SIM.)
1
A4.11
______________________
1 1
3
2
2 2
2 2
2
2
2
1
A4.6
______________________
A4.12
1
BUILDING FRONT
4
A4.7
______________________
3
A4.7
______________________2
A4.7
______________________1
A4.7
______________________
UNIT TYPE LEGEND
TYP.=TYPICAL UNIT
FHA =FAIR HOUSING ACT
UFAS =UNIFORM FEDERAL ACCESSIBILITY STANDARDS
A/V =AUDIO/VISUAL
SCALE: 1/8" = 1'-0"A1.3
1 FOURTH FLOOR BUILDING PLAN