HomeMy WebLinkAboutINFRASTRUCTURE Rev 1 3.23.23 - 22-00669 - 5th West Church Subdivision - University Blvd. & 5th W - Plat-Reviewed-Corrections-Required (2)Author Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : 5th West Church Subdivision (BYU 10TH WARD) - University Blvd & S 5th W - Plat
Address : RPR6N40E315400 - University Blvd. & S 5th W
Application Type :
Document Filename : INFRASTRUCTURE Rev 1 3.23.23 - 22-00669 - 5th West Church Subdivision - University Blvd. & 5th W - Plat.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C122 Callout Joel Gray : PW Open 6 With no rise in elevation here, runoff water will overtop the 2"
wall. (Existing valley)
C151 Callout Joel Gray : PW Open 7 10 ft seperation required from strom piping
C151 Callout Joel Gray : PW Open 7 Class 50 DI Pipe Required.
C151 Callout Joel Gray : PW Open 7 Must be Class 50 DI in right of way
C151 Callout Joel Gray : PW Open 7 Water line must be Class 50 DI in right of way
C151 Callout Joel Gray : PW Open 7 Water valve required after Fire Hydrant. Stub water line to end
of asphalt.
C151 Free Text Joel Gray : PW Open 7 Sewer line stub to south after manhole required to end of
asphalt.
C151 Callout Joel Gray : PW Open 7 Fire Hydrant required near end of water line.
# 22-00669
Short Plat
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 03.29.2023
Approval of plans does not constitute approval of variance from code
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General Notes
A.This and any other demolition drawings are not
intended to be all-inclusive, nor to define the scope of
all demolition work required for this project. Demolition
drawings are shown only to aid the contractor in
preparing his bid and performing the work. Contractor
shall examine all contract documents and visit the site
during bidding as required to determine the total
extent and scope of the demolition portion of this work.
All items that are not required to remain shall be of the
demolition work whether shown specifically or not.
Contractor shall be responsible for all demolition work
required to carry out the work as shown in the contract
documents.
B.The contractor shall verify all existing site conditions
prior to bidding. Coordinate all work affecting
adjacent properties with the respective property
owners prior to any demolition or construction work.
Repair and replace all existing items on adjacent
properties damaged or affected during construction to
the satisfaction of the property owner.
C.Contractor shall enclose the entire area of work with a
temporary fence throughout construction - coordinate
timing & location with the FM Group.
D.There is some existing damaged sidewalk on the
church site. Inlcude an additional 250 square feet of
city siedwalk replacement in the bid. If the actual area
required to be replaced is different than 250 square
feet, the difference will be adjusted by change order.
E.Since the date of the last survey, there has been yard
waste and construction debis dumped onto the the
site. The contractor is required to remove and dispose
of all waste, debris, and excess dirt and rocks. inspect
the site prior to the bid to familiarize yourself with the
current site conditions.
Existing Item Notes
EX.01 Existing street paving to remain.
EX.02 Existing curb and gutter to remain.
EX.03 Existing catch basin to remain.
EX.04 Existing asphalt path to remain.
EX.05 Existing street sign to remain.
EX.06 Existing utility stub or utility line sign. Modify as
necessary for new site work. Coordinate any
modifications with the city and / or the utility
company with jurisdiction or ownership of the stub,
utility line, or sign.
EX.07 Existing property line.
EX.08 Existing fire hydrant to remain. See Site Survey.
EX.09 Existing manhole to remain.
Site Notes
AR.01 New street light per city standards. See Electrical
Site Plan.
AR.02 New location of salvaged street light. Install per city
standards. See Electrical Site Plan.
AR.03 New street paving per city standards as required for
utility installation. See Grading and Drainage Plans.
AR.04 New street paving per city standards. See Grading
and Drainage Plans.
AR.05 For work and improvements extending to the north
and west, including on adjacent property areas, see
Grading and Drainage Plans and Utility Plan.
Coordinate all work on adjacent properties with the
respective property owners and repair all damaged
items and landscaping on adjacent properties as
noted in the General Notes.
AR.06 New concrete curb and gutter per city standards.
See Grading and Drainage Plans.
AR.07 New concrete sidewalk per city standards. See
Grading and Drainage Plans.
AR.08 New concrete drive approach per city standards.
See civil details. Remove existing sidewalk, curb,
and gutter for new drive approach.
AR.09 New concrete sidewalk. See A&H/C501.
AR.10 New water meter per city standards. See Utility Plan.
AR.11 New fire hydrant per city standards. See Utility Plan.
AR.12 New 18'-0" pole light. See D & E/C503 & Electrical
Site Plan.
AR.13 New asphalt paving - typical. See F/C501.
AR.14 New accessible parking sign. See A/C502.
AR.15 New accessible access aisle. Paint lines shall be 4"
wide, at 45° angle, with 2'-0" spacing.
AR.16 New blue & white painted accessible parking
symbol - typical.
AR.17 New 4" wide painted parking lines - typical.
AR.18 New painted access aisle.
AR.19 New integral sidewalk, curb, and gutter. See
B/C501. See Grading and Drainage Plan for infall /
outfall of gutter.
AR.20 New concrete curb & gutter - typical. See typical
details C501 & infall / outfall notation on the Grading
& Drainage Site Plans.
AR.21 New concrete control joint.
AR.22 New concrete waterway. See civil sheets and detail
G/C501
AR.23 New stainless steel bike rack. See M/C501.
AR.24 New mechanical enclosure. See A &B/C504 &
structural sheets.
AR.25 New storage building. See C801.
AR.26 New 6'-0" tall masonry dumpster enclosure. See 1 &
A/C503.
AR.27 New bollard. See B/C502.
AR.28 New fire department connection with locking knox
plugs - model 3050 or 3043 (verify with fire
department).
AR.29 New fire alarm control panel location. See A101
and electrical sheets.
AR.30 New knox box 3200 series recessed in brick (verify
with fire department).
AR.31 New 6'-0" tall privacy fence. New 12" wide concrete
curb wall under fence. See F/C503. Coordinate top
elevation of concrete curb wall with architect.
AR.32 End of new fence.
AR.33 New gas meter. See plumbing sheets.
AR.34 New location of salvaged street sign. See D/C504.
Coordinate all reinstallation with city requirements.
AR.35 Extend concrete fence apron to back of sidewalk.
AR.36 Sloped section of sidewalk at 5% maximum slope.
See Grading and Drainage Plans.
AR.37 Sloped section of sidewalk at 5% maximum slope.
See Grading and Drainage Plans. Transition height
of curb at gutter along the entire length of the
sloped section as shown.
AR.38 New concrete mow strip. See K/C501.
AR.39 Sloped section of sidewalk at 5% maximum slope.
See Grading and Drainage Plans. Transition height
of curb along the entire length of the sloped section
as shown.
AR.40 New Nyloplast yard drain or clean out box. See
Grading & Drainage Site Plans and C/C502.
AR.41 4" layers of asphalt over 8" aggregate base in
dashed area.
AR.42 CT cabinet and Main breaker. See electrical sheets.
AR.43 Transition height of curb from full height to even with
sidewalk and / or gutter in 5'-0". See E/C501.
AR.44 New Storm Drain catch basin, curb inlet box, or
other storm drain structure. See civil sheets.
AR.45 New concrete curb ramp per city standards. See
Grading and Drainage Plans.
AR.46 New electrical box per city standards to replace
removed box. Pull new electrical wiring as
necessary.
AR.47 New sewer cleanout.
AR.48 New sewer manhole per city and sewer district
standards. See Utility Plan.
AR.49 New concrete sidewalk to replace asphalt path to
city requirements. See Grading and Drainage Plans.
AR.50 Pavilion. See pavilion sheets.
AR.51 Install owner-furnished drinking fountain.
AR.52 Electrical transformer and pad. See electrical sheets.
AR.53 Hatched area indicates snow storage area.
SITE AREAS
MAIN BUILDING 31,338 SF 12.73%
STORAGE BUILDING 168 SF 0.07%
PAVILION 1,800 SF 1.11%
ASPHALT 100,117 SF 40.67%
CONCRETE 23,868 SF 9.70%
LANDSCAPING 90,683 SF 35.73%
TOTAL SITE: 246,174 SF 5.65 ACRES
TOTAL PARKING PROVIDED:317
Site Data
A.Remove all unconsolidated fill and deleterious
materials from the entire site prior to construction.
B.In all excavation areas, if bedrock is encountered at
elevations that prevent the installation of building
elements, utilities, etc., remove the bedrock as
necessary to properly install building elements and /
or utilities with proper fill and bedding as noted.
C.In the area of the main building and mechanical
enclosures: Overexcavate the entire footprint and
24" beyond the footings at a 1:1 slope down to the
top of bedrock. Install 12" minimum imported
structural fill above the bedrock beneath footings.
Install imported structural fill up to the base course
under the building slab.
D.In the area of the storage building: Overexcavate
the entire footprint and 24" beyond the footings at a
1:1 slope down to the top of bedrock. Install 12"
minimum imported structural fill above the bedrock
beneath footings. Install imported structural fill up to
the base course under the building slab.
E.In the area of the pavilion: Overexcavate for
footings to allow 12" of structural fill above the
bedrock and for the footings to be installed at frost
depth. Overexcavate for the slab as necessary to
install 12" minimum structural fill below the base
course under the pavilion slab.
F.Overexcavate and install 12" minimum structural fill
below dumpster footings.
G.Install 18" crushed rock base beneath sidewalks at
building entries, full width of sidewalk and out to the
perimeter sidewalk.
H.All crushed rock base shall be 3/4" and shall be
compacted by procedural compaction.
F.Install 6" aggregate base below all site concrete
elements unless otherwise noted.
G.At asphalt paving:
·See the Site Details for typical asphalt thickness and
base material required below typical asphalt paving.
·At the dumpster enclosure, install 6" asphalt paving
over 12" minimum aggregate base over 18" subbase
in the area 10 feet in front and full width of the
dumpster enclosure. For pad and base inside the
dumpster enclosure, see Site Details.
L.Excavate and backfill at all test pits from
geotechnical investigation. Coordinate locations
and depths with geotechnical engineer.
M.All structural fill shall be imported.
N.Install imported structural fill full depth at all utility
trenches.
O.All topsoil shall be imported. See Landscape Sheets.
P.All compacted soils shall be density tested.
Q.On-site native soils may be used as fill only in
landscape areas.
Overexcavation and Fill Notes
TOTAL SNOW STORAGE AREA:10,368 sf
TOTAL SNOW STORAGE REQ'D:10,012 sf
TOTAL CHAPEL SEATING:334 seats
TOTAL PARKING REQ'D:84 stalls
PARKING COVERED WITH SNOW STORAGE:
64 stalls
PARKING AVAILABLE AT FULL SNOW STORAGE:
253 stalls
Snow Storage Table
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Site Architectural
Plan
C111Scale:1 Site Architectural Plan - North
1" = 20'-0"
0'10'20'40'80'
Scale:2 Keyed Plan
Not to Scale
C112
2
C112
1
AR.38
C111
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C111
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EX.03
AR.35
AR.11
EX.02
EX.01
EX.01
EX.03 AR.04
AR.38
Ex.04AR.35
AR.08
AR.43
AR.43
AR.09
AR.12AR.09AR.12
AR.09
AR.24
AR.12
AR.09
AR.23
AR.13
AR.20
AR.17
AR.20
AR.52
AR.42 AR.12
AR.18
AR.20
AR.19
AR.20
AR.13
AR.20
AR.25
AR.27
AR.27
AR.20
AR.12
AR.19
AR.41 AR.22
AR.12
AR.20
AR.22
AR.13AR.16
AR.51
AR.50
AR.14 AR.14
AR.14 AR.14
AR.12
AR.22
AR.18
AR.43
AR.20AR.26
AR.11
AR.20
AR.20
AR.11
AR.22
AR.12
AR.12
AR.12
AR.12
AR.24
AR.14
AR.14
AR.16
AR.16
AR.15
AR.19
AR.13
AR.17 AR.17
AR.17 AR.17
AR.17
AR.20
AR.20
AR.31
AR.22
AR.24
AR.24
AR.31
AR.31
AR.31
AR.31
AR.12
AR.12
AR.12
AR.24
AR.24
AR.14
AR.14
AR.33
AR.16
AR.16
AR.15
AR.18
AR.21
AR.21
AR.21
AR.21
AR.21
AR.21
AR.40
AR.40
AR.40
AR.40
AR.40
AR.40
AR.40
AR.44
AR.44
AR.44
AR.44
AR.44
AR.44
AR.44
AR.44
Ex.01
EX.05
EX.07
AR.31
AR.43
AR.39
AR.39
AR.37 AR.37
AR.36
AR.37
AR.37
AR.37
AR.37
AR.36
AR.39
AR.43
AR.44
AR.39
AR.43
AR.44
AR.32
AR.32
EX.03
EX.09
AR.01
AR.01
AR.10
AR.48
AR.03
AR.03
AR.48
AR.03
EX.05
AR.49
AR.49
AR.49
AR.44
C503
C1-C3
AR.44
AR.44
AR.44
C502
E
AR.44
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AR.53
AR.53
AR.53
AR.53
AR.53
AR.53
AR.53
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STATE OF U T A H
Lafe
Theodore
Harris
6928898-0301
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General Notes
A.This and any other demolition drawings are not
intended to be all-inclusive, nor to define the scope of
all demolition work required for this project. Demolition
drawings are shown only to aid the contractor in
preparing his bid and performing the work. Contractor
shall examine all contract documents and visit the site
during bidding as required to determine the total
extent and scope of the demolition portion of this work.
All items that are not required to remain shall be of the
demolition work whether shown specifically or not.
Contractor shall be responsible for all demolition work
required to carry out the work as shown in the contract
documents.
B.The contractor shall verify all existing site conditions
prior to bidding. Coordinate all work affecting
adjacent properties with the respective property
owners prior to any demolition or construction work.
Repair and replace all existing items on adjacent
properties damaged or affected during construction to
the satisfaction of the property owner.
C.Contractor shall enclose the entire area of work with a
temporary fence throughout construction - coordinate
timing & location with the FM Group.
D.There is some existing damaged sidewalk on the
church site. Inlcude an additional 250 square feet of
city siedwalk replacement in the bid. If the actual area
required to be replaced is different than 250 square
feet, the difference will be adjusted by change order.
E.Since the date of the last survey, there has been yard
waste and construction debis dumped onto the the
site. The contractor is required to remove and dispose
of all waste, debris, and excess dirt and rocks. inspect
the site prior to the bid to familiarize yourself with the
current site conditions.
Existing Item Notes
EX.01 Existing street paving to remain.
EX.02 Existing curb and gutter to remain.
EX.03 Existing catch basin to remain.
EX.04 Existing asphalt path to remain.
EX.05 Existing street sign to remain.
EX.06 Existing utility stub or utility line sign. Modify as
necessary for new site work. Coordinate any
modifications with the city and / or the utility
company with jurisdiction or ownership of the stub,
utility line, or sign.
EX.07 Existing property line.
EX.08 Existing fire hydrant to remain. See Site Survey.
EX.09 Existing manhole to remain.
Site Notes
AR.01 New street light per city standards. See Electrical
Site Plan.
AR.02 New location of salvaged street light. Install per city
standards. See Electrical Site Plan.
AR.03 New street paving per city standards as required for
utility installation. See Grading and Drainage Plans.
AR.04 New street paving per city standards. See Grading
and Drainage Plans.
AR.05 For work and improvements extending to the north
and west, including on adjacent property areas, see
Grading and Drainage Plans and Utility Plan.
Coordinate all work on adjacent properties with the
respective property owners and repair all damaged
items and landscaping on adjacent properties as
noted in the General Notes.
AR.06 New concrete curb and gutter per city standards.
See Grading and Drainage Plans.
AR.07 New concrete sidewalk per city standards. See
Grading and Drainage Plans.
AR.08 New concrete drive approach per city standards.
See civil details. Remove existing sidewalk, curb,
and gutter for new drive approach.
AR.09 New concrete sidewalk. See A&H/C501.
AR.10 New water meter per city standards. See Utility Plan.
AR.11 New fire hydrant per city standards. See Utility Plan.
AR.12 New 18'-0" pole light. See D & E/C503 & Electrical
Site Plan.
AR.13 New asphalt paving - typical. See F/C501.
AR.14 New accessible parking sign. See A/C502.
AR.15 New accessible access aisle. Paint lines shall be 4"
wide, at 45° angle, with 2'-0" spacing.
AR.16 New blue & white painted accessible parking
symbol - typical.
AR.17 New 4" wide painted parking lines - typical.
AR.18 New painted access aisle.
AR.19 New integral sidewalk, curb, and gutter. See
B/C501. See Grading and Drainage Plan for infall /
outfall of gutter.
AR.20 New concrete curb & gutter - typical. See typical
details C501 & infall / outfall notation on the Grading
& Drainage Site Plans.
AR.21 New concrete control joint.
AR.22 New concrete waterway. See civil sheets and detail
G/C501
AR.23 New stainless steel bike rack. See M/C501.
AR.24 New mechanical enclosure. See A &B/C504 &
structural sheets.
AR.25 New storage building. See C801.
AR.26 New 6'-0" tall masonry dumpster enclosure. See 1 &
A/C503.
AR.27 New bollard. See B/C502.
AR.28 New fire department connection with locking knox
plugs - model 3050 or 3043 (verify with fire
department).
AR.29 New fire alarm control panel location. See A101
and electrical sheets.
AR.30 New knox box 3200 series recessed in brick (verify
with fire department).
AR.31 New 6'-0" tall privacy fence. New 12" wide concrete
curb wall under fence. See F/C503. Coordinate top
elevation of concrete curb wall with architect.
AR.32 End of new fence.
AR.33 New gas meter. See plumbing sheets.
AR.34 New location of salvaged street sign. See D/C504.
Coordinate all reinstallation with city requirements.
AR.35 Extend concrete fence apron to back of sidewalk.
AR.36 Sloped section of sidewalk at 5% maximum slope.
See Grading and Drainage Plans.
AR.37 Sloped section of sidewalk at 5% maximum slope.
See Grading and Drainage Plans. Transition height
of curb at gutter along the entire length of the
sloped section as shown.
AR.38 New concrete mow strip. See K/C501.
AR.39 Sloped section of sidewalk at 5% maximum slope.
See Grading and Drainage Plans. Transition height
of curb along the entire length of the sloped section
as shown.
AR.40 New Nyloplast yard drain or clean out box. See
Grading & Drainage Site Plans and C/C502.
AR.41 4" layers of asphalt over 8" aggregate base in
dashed area.
AR.42 CT cabinet and Main breaker. See electrical sheets.
AR.43 Transition height of curb from full height to even with
sidewalk and / or gutter in 5'-0". See E/C501.
AR.44 New Storm Drain catch basin, curb inlet box, or
other storm drain structure. See civil sheets.
AR.45 New concrete curb ramp per city standards. See
Grading and Drainage Plans.
AR.46 New electrical box per city standards to replace
removed box. Pull new electrical wiring as
necessary.
AR.47 New sewer cleanout.
AR.48 New sewer manhole per city and sewer district
standards. See Utility Plan.
AR.49 New concrete sidewalk to replace asphalt path to
city requirements. See Grading and Drainage Plans.
AR.50 Pavilion. See pavilion sheets.
AR.51 Install owner-furnished drinking fountain.
AR.52 Electrical transformer and pad. See electrical sheets.
AR.53 Hatched area indicates snow storage area.
A.Remove all unconsolidated fill and deleterious
materials from the entire site prior to construction.
B.In all excavation areas, if bedrock is encountered at
elevations that prevent the installation of building
elements, utilities, etc., remove the bedrock as
necessary to properly install building elements and /
or utilities with proper fill and bedding as noted.
C.In the area of the main building and mechanical
enclosures: Overexcavate the entire footprint and
24" beyond the footings at a 1:1 slope down to the
top of bedrock. Install 12" minimum imported
structural fill above the bedrock beneath footings.
Install imported structural fill up to the base course
under the building slab.
D.In the area of the storage building: Overexcavate
the entire footprint and 24" beyond the footings at a
1:1 slope down to the top of bedrock. Install 12"
minimum imported structural fill above the bedrock
beneath footings. Install imported structural fill up to
the base course under the building slab.
E.In the area of the pavilion: Overexcavate for
footings to allow 12" of structural fill above the
bedrock and for the footings to be installed at frost
depth. Overexcavate for the slab as necessary to
install 12" minimum structural fill below the base
course under the pavilion slab.
F.Overexcavate and install 12" minimum structural fill
below dumpster footings.
G.Install 18" crushed rock base beneath sidewalks at
building entries, full width of sidewalk and out to the
perimeter sidewalk.
H.All crushed rock base shall be 3/4" and shall be
compacted by procedural compaction.
F.Install 6" aggregate base below all site concrete
elements unless otherwise noted.
G.At asphalt paving:
·See the Site Details for typical asphalt thickness and
base material required below typical asphalt paving.
·At the dumpster enclosure, install 6" asphalt paving
over 12" minimum aggregate base over 18" subbase
in the area 10 feet in front and full width of the
dumpster enclosure. For pad and base inside the
dumpster enclosure, see Site Details.
L.Excavate and backfill at all test pits from
geotechnical investigation. Coordinate locations
and depths with geotechnical engineer.
M.All structural fill shall be imported.
N.Install imported structural fill full depth at all utility
trenches.
O.All topsoil shall be imported. See Landscape Sheets.
P.All compacted soils shall be density tested.
Q.On-site native soils may be used as fill only in
landscape areas.
Overexcavation and Fill Notes
Pr
i
n
t
e
d
:
23
M
a
r
2
0
2
3
11
:
0
0
A
M
Dr
a
w
i
n
g
I
s
s
u
e
a
n
d
R
e
v
i
s
i
o
n
S
c
h
e
d
u
l
e
#
Da
t
e
De
s
c
r
i
p
t
i
o
n
1
1
M
a
r
2
0
2
3
Si
t
e
P
l
a
n
S
u
b
m
i
t
t
a
l
Re
x
b
u
r
g
I
D
C
u
s
t
o
m
1
0
W
a
r
d
Me
e
t
i
n
g
h
o
u
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e
Ma
r
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i
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d
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t
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d
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t
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e
5t
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B
o
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,
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b
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g
,
I
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a
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43
.
8
0
3
3
0
3
,
-
1
1
1
.
7
9
6
6
1
2
Co
u
n
t
y
P
a
r
c
e
l
:
RP
R
6
N
4
0
E
3
1
5
4
0
0
Ch
u
r
c
h
P
r
o
p
e
r
t
y
:
50
1
-
3
5
6
0
Is
s
u
e
D
a
t
e
:
11
A
p
r
2
0
2
3
BH
D
P
r
o
j
e
c
t
:
21
0
9
22
M
a
r
2
0
2
3
Si
t
e
P
l
a
n
R
e
-
s
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b
m
i
t
t
a
l
2
Site Architectural
Plan
C112
Scale:1 Site Architectural Plan - West
1" = 20'-0"
Scale:2 Site Architectural Plan - South
1" = 20'-0"
0'10'20'40'80'
0'10'20'40'80'
AR.13
AR.20
AR.13
AR.17
AR.17
AR.17
AR.17
AR.18
AR.25
AR.42
AR.52
AR.25
AR.27
AR.27
AR.41
AR.26
AR.16
AR.51
AR.14 AR.14
AR.18
AR.43
AR.21
AR.21
AR.08
AR.12 AR.12 AR.12
AR.31
AR.31
Ex.01
Ex.02
EX.05
AR.02
EX.03
AR.21
AR.38
AR.31
AR.31
AR.31
AR.50
EX.06
AR.35
AR.32
AR.44
AR.44
AR.44
AR.44
AR.44
AR.44
AR.32
AR.04
AR.04
AR.04
AR.48
EX.06
AR.20
AR.19AR.09
EX.06
AR.06
AR.06
AR.06
AR.07
AR.07
AR.07
AR.07
AR.45
AR.46
AR.49
AR.49
AR.49
EX.03
EX.03
AR.05
AR.05
AR.20
AR.48
AR.44
AR.04
AR.32
EX.06
AR.38
AR.35
AR.35
AR.01
EX.06
AR.38
AR.53
AR.53
AR.53
2
2
2
2
2
2
STATE OF U T A H
Lafe
Theodore
Harris
6928898-0301
°°°°°°°°°°
°
°
°
°
°
°
°
°
°
°
°
°
°
°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°°°°°°°°°°°°°°°°°°°°°
LIC E N S E D ARCHIT
E
C
T
22 Mar 2
0
2
3
Typ.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
XX
X
XXX
X
X
X
X
X
XX
X X
X
X
X
X
X
X
X
X
X
G
14'-9 3/4"
6"
18'-0"26'-0"18'-0"11'-0"18'-0"26'-0"18'-0"6'-6"19'-2 1/2"19'-2 1/2"
6'-6"
18'-0"26'-0"18'-0"18'-0"26'-0"18'-0"
6"
14'-11"
13
'
-
6
"
6"
26
'
-
0
"
18
'
-
0
"
6"
13
'
-
3
"
18
'
-
0
"
28
'
-
6
3
/
4
"
2'
-
5
1
/
2
"
53
'
-
1
1
1
/
4
"
2'
-
5
1
/
2
"
26
'
-
5
1
/
4
"
2'
-
5
1
/
2
"
27
'
-
0
"
5'
-
0
"
60
'
-
6
"
5'
-
0
"
51
'
-
6
"
9'
-
0
"
2'
-
5
1
/
2
"
Ty
p
.
9'
-
0
"
Ty
p
.
9'-0"
Typ.
10
'
-
0
"
6"
26
'
-
0
"
18
'
-
0
"
6'
-
6
"
10
'
-
8
"
15
'
-
0
"
6"
18
'
-
0
"
27
'
-
1
0
1
/
2
"
26
'
-
0
"
2'
-
5
1
/
2
"
69
'
-
6
"
5'
-
0
"
66
'
-
4
"
5'
-
0
"
2'
-
5
1
/
2
"
27
'
-
1
0
1
/
2
"
18
'
-
0
"
6"
41
'
-
1
1
1
/
4
"
11
'
-
5
"
9'
-
0
"
9'
-
0
"
15
'
-
6
"
9'
-
0
"
9'
-
0
"
Ty
p
.
Ty
p
.
R6'-0
"
R
6
'
-
0
"
R5
'
-
0
"
T
y
p
.
R
6
'
-
0
"
R5'-
0
"
R
5
'
-
0
"
R6'-
0
"
R
5
'
-
0
"
67
'
-
0
"
5'
-
0
"
60
'
-
6
"
11
'
-
6
1
/
4
"
11
'
-
1
1
3
/
4
"
9'
-
0
"
9'
-
0
"
15
'
-
6
"
9'
-
0
"
9'
-
0
"
Ty
p
.
9'-7 1/4"
9'-0"8'-0"
5'-0"
8'-0"9'-0"
9'-7 1/4"
Typ.
18
'
-
0
"
6"
24
'
-
0
"
18'-0"
5'-0"
18'-0"9'-0"
12'-7 1/2"9'-0"9'-0"
6"
21'-7"
20
'
-
5
1
/
4
"
22'-11"
20
'
-
1
0
1
/
4
"
5'
-
0
"
16
'
-
1
0
"
14
'
-
6
"
14
'
-
9
1
/
2
"
8'
-
1
0
1
/
2
"
10
'
-
4
"
5'
-
0
"
6'
-
1
1
1
/
4
"
18
'
-
7
1
/
2
"
15
'
-
6
"
18
'
-
7
1
/
2
"
2'-1 1/4"
Typ.
18
'
-
0
"
6'
-
6
"
19
'
-
2
3
/
4
"
2'-1 1/4"
47'-4 1/4"
9'-3 3/4"
22'-2 1/2"21'-6 1/2"
9'-3 1/4"
47'-4 3/4"
2'-1 1/4"
2'
-
1
1
/
4
"
59
'
-
3
"
59
'
-
3
"
31
'
-
2
3
/
4
"
5'
-
0
"
23
'
-
0
1
/
4
"
18
'
-
7
1
/
2
"
15
'
-
6
"
18
'
-
7
1
/
2
"
51
'
-
4
3
/
4
"
5'
-
0
"
1'
-
8
"
13
'
-
2
3
/
4
"
6'
-
8
"
1'-8"
1'-8"
5'
-
0
"
9'-4"9'-4"
9'
-
0
"
Ty
p
.
9'-0"
Typ.
9'
-
0
"
Ty
p
.
9'
-
0
"
Ty
p
.
20
'
-
1
1
1
/
2
"
21'-1 3/4"
9'
-
0
"
7'-2 1/4"
R6
'
-
0
"
R6'
-
2
1
/
2
"
R4'-3
"
R4'-3
"
R
1
2
'
-
0
"
R4'-
3
"
12'-4 1/4"
6"18'-0"
9'
-
0
"
Ty
p
.
9'-0"
Typ.
Typ.Typ.
Typ.
R
3
'
-
0
"
Ty
p
.
R2
'
-
0
"
T
y
p
.
Ty
p
.
R
2
'
-
0
"
R3
'
-
0
"
1'
-
1
0
1
/
4
"
1'-10 1/4"
Typ.
Ty
p
.
7'-2 1/2"
64
'
-
5
1
/
2
"
R
6
'
-
0
"
7'
-
7
1
/
2
"
R
6
1
'
-
1
1
/
4
"
6'-6"18'-2"
6"
26'-0"
6"
6'-6"
24'-0"
22
'
-
7
"
18'-0"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
EG EG
EG EG EG EG EG EG
EG EG EG EG EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
E
S
D
E
S
D
E
S
D
E
S
D
.
.
1
0
'
-
0
"
X
X
X
X
X
XX
X
X
XX
X
X
X
XX
X X
X
X
G
G
X
X
X
X
X
X
XXXXXX
EGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
ET
ET
ET
ET
ET
ET
ET
ET
ESD
ESD
.
.
Pr
i
n
t
e
d
:
23
M
a
r
2
0
2
3
11
:
4
0
A
M
Dr
a
w
i
n
g
I
s
s
u
e
a
n
d
R
e
v
i
s
i
o
n
S
c
h
e
d
u
l
e
#
Da
t
e
De
s
c
r
i
p
t
i
o
n
1
1
M
a
r
2
0
2
3
Si
t
e
P
l
a
n
S
u
b
m
i
t
t
a
l
Re
x
b
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g
I
D
C
u
s
t
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m
1
0
W
a
r
d
Me
e
t
i
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h
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u
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Ma
r
r
i
e
d
S
t
u
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e
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t
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e
c
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d
S
t
a
k
e
5t
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W
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t
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U
n
i
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B
o
u
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v
a
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,
R
e
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b
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,
I
d
a
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43
.
8
0
3
3
0
3
,
-
1
1
1
.
7
9
6
6
1
2
Co
u
n
t
y
P
a
r
c
e
l
:
RP
R
6
N
4
0
E
3
1
5
4
0
0
Ch
u
r
c
h
P
r
o
p
e
r
t
y
:
50
1
-
3
5
6
0
Is
s
u
e
D
a
t
e
:
11
A
p
r
2
0
2
3
BH
D
P
r
o
j
e
c
t
:
21
0
9
22
M
a
r
2
0
2
3
Si
t
e
P
l
a
n
R
e
-
s
u
b
m
i
t
t
a
l
2
Site Dimension
Plan - North
C113Scale:1 Site Dimension Plan - North
1" = 20'-0"
0'10'20'40'80'
Scale:2 Keyed Plan
Not to Scale
C114
2
C114
1
00
MATCH LINE C113
MATCH LINE C114
MA
T
C
H
L
I
N
E
C
1
1
3
MA
T
C
H
L
I
N
E
C
1
1
4
C503
1
C503
1
STATE OF U T A H
Lafe
Theodore
Harris
6928898-0301
°°°°°°°°°°
°
°
°
°
°
°
°
°
°
°
°
°
°
°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°°°°°°°°°°°°°°°°°°°°°
LIC E N S E D ARCHIT
E
C
T
22 Mar 2
0
2
3
XX
X
X
X
X
X
XXXXXXXXXXX
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
G
14'-9 3/4"
6"
18'-0"26'-0"
13
'
-
6
"
26
'
-
0
"
18
'
-
0
"
6"
13
'
-
3
"
18
'
-
0
"
28
'
-
6
3
/
4
"
2'
-
5
1
/
2
"
53
'
-
1
1
1
/
4
"
2'
-
5
1
/
2
"
26
'
-
5
1
/
4
"
2'
-
5
1
/
2
"
27
'
-
0
"
5'
-
0
"
60
'
-
6
"
5'
-
0
"
51
'
-
6
"
9'
-
0
"
2'
-
5
1
/
2
"
Ty
p
.
9'
-
0
"
Ty
p
.
10
'
-
0
"
6"
26
'
-
0
"
18
'
-
0
"
6'
-
6
"
10
'
-
8
"
R
6
'
-
0
"
6"
21'-7"
20
'
-
5
1
/
4
"
20
'
-
1
1
1
/
2
"
21'-1 3/4"
9'
-
0
"
7'-2 1/4"
R6
'
-
0
"
R6'
-
2
1
/
2
"
R4'-3
"
R4'-3
"
R
1
2
'
-
0
"
R4'-
3
"
12'-4 1/4"
6"18'-0"
9'
-
0
"
Ty
p
.
9'-0"
Typ.
39'-5 1/2"
20'-0"
20'-0"
42'-11 1/2"89'-1 3/4"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG EG
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
ESD
E
S
D
1
0
'
-
0
"
5'-0"
Typ.
XXXX
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
XXX
X
X
13
'
-
6
"
6"
18
'
-
0
"
28
'
-
6
3
/
4
"
26
'
-
0
"
9'-7 1/4"
9'-0"8'-0"
5'-0"
8'-0"9'-0"
9'-7 1/4"
Typ.
18
'
-
0
"
6"
24
'
-
0
"
18'-0"
5'-0"
18'-0"9'-0"
9'-0"9'-0"
20
'
-
1
1
1
/
2
"
21'-1 3/4"
9'
-
0
"
7'-2 1/4"
R6
'
-
0
"
Typ.Typ.
Typ.
XXX
X
Pr
i
n
t
e
d
:
23
M
a
r
2
0
2
3
11
:
4
2
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2
Site Dimension
Plan - West, South
C114
Scale:1 Site Dimension Plan - West
1" = 20'-0"
Scale:2 Site Dimension Plan - South
1" = 20'-0"
0'10'20'40'80'
0'10'20'40'80'
MA
T
C
H
L
I
N
E
C
1
1
3
MATCH LINE C113
C503
1
STATE OF U T A H
Lafe
Theodore
Harris
6928898-0301
°°°°°°°°°°
°
°
°
°
°
°
°
°
°
°
°
°
°
°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°°°°°°°°°°°°°°°°°°°°°
LIC E N S E D ARCHIT
E
C
T
22 Mar 2
0
2
3
.
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
CO
EX TOP OF 12"
PIPE TO REMAIN
EX TOP OF 18"
SD CMP PIPE
TO REMAIN
EX 24" SD PLASTIC
PIPE TO REMAIN
EX CB TO REMAIN
GRATE=4883.00
INV=4878.31
EX CB TO REMAIN
GRATE=4880.92
INV=4878.42
EX SDMH TO REMAIN
RIM=4882.26
E INV=4878.60
N INV=4878.47
S INV=4878.42
EX 36" SD PLASTIC
PIPE TO REMAIN
EX INV:4876.96
EX SDMH TO REMAIN
RIM=4873.74
E INV=4869.99
W INV=4869.91
EX INV:4875.25
EX 24" SD CMP
PIPE TO REMAIN
EX SHOULDER TO
REMAIN
EX CURB & GUTTER
TO REMAIN
48
9
0
48
8
8
489
2
489
4
490
0
48
9
4
489
6
489
8
48
8
0
4880
4880
4876
4
8
7
8
4878
4878
48
8
2
48
8
4
48
8
6
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
5
0
"
W
18
5
.
7
0
'
N89° 39' 50"W
2649.26'
87.48
EXIST
87.72
EXIST
2
.
3
%
4.2%
3.
1
%
1.
6
%
83.92
EXIST
83.92
EXIST
83.53
EXIST
83.10
EXIST
82.84
EXIST
82.23
EXIST
81.52
EXIST
78.94
EXIST
80.09
EXIST
2.0%
2.4%
2.7%
2.5%
3.0%
83.81
TBC
83.56
TBC
83.31
TBC
82.59
TBC
81.93
TBC
81.34
TBC
78.90
TBC
77.98
EXIST
2.
7
%
0.
6
%
1.
5
%
1.9%
3.7%1.5%
1.3%1.6%
4.8%1.7%
4.
6
%
4.
6
%
1.
5
%
1.
5
%
3.6%
2.
0
%
2.0%
2.0%
1.9%
1.
9
%
4.8%
3.5
%
4.2%
4.8%
4.0
%
3.9
%
0.5%
1.
8
%
1.8%
1.8%
1.8%
3.3%
3.5%
2.
7
%
2.8%
2
.
2
%
1.
8
%
1.6%
2
.
9
%
1.5%
1.5%
6.4%
4.6%
2.9%
0.
5
%
1.
0
%
2.
2
%
1.
7
%
84.00
EXIST
86.00
EXIST
88.00
EXIST 90.00
EXIST
92.29
EXIST
94.21
EXIST
84.28
EXIST
86.00
EXIST
88.20
EXIST
86.00
EXIST
84.00
EXIST
82.65
TOA
82.29
TOA
3.7%1.1%1.
9
%
1.6%
4.5%
82.46
TBC
82.40
TBC
82.34
TOC
82.46
TOC
82.03
TOC
83.91
TOC
83.66
TOC
83.41
TOC
81.90
TOC
78.50
TOC
78.04
TOC
78.00
EXIST
83.10
TBC
91.00
TBC
90.75
TBC
90.50
TBC
91.58
TBC
92.65
TBC
92.75
TBC
92.85
TBC
93.00
TBC
94.00
TBC
93.70
TBC
93.70
TBC
93.74
TBC
93.25
TOC
93.41
TOC
93.71
TOC
93.55
TOC
94.05
TBC 94.10
TBC
94.20
TBC
94.50
TBC
2
.
2
%
92.50
TBC
92.20
TBC 92.60
TBC
92.60
TBC
85.76
TOC
90.18
TOC
90.45
TBC
90.60
TBC
90.50
TBC
90.48
TBC
90.34
TBC
90.15
TBC
89.75
TBC
88.85
TBC
88.25
TBC
88.75
TBC
88.75
TBC
88.25
TBC
92.10
TBC
92.70
TBC
93.10
TBC
93.90
TOC
93.00
TOC
95.10
TOC
95.42
TOC
95.50
TOC
95.00
FG
93.15
TBC
92.99
TBC
92.75
TBC
92.55
TBC
92.35
TBC
91.75
TBC
91.49
TBC
90.70
TBC
92.83
TBC
92.34
TBC
92.08
TBC
91.30
TBC
93.70
TBC
93.75
TBC
94.10
TOC
94.10
TOC
93.66
TBC
93.58
TBC
93.55
TBC
93.65
TBC
94.22
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG
95.00
FG
95.50
TOC
95.42
TOC
97.75
TOC
98.00
TOC
95.70
TBC
94.65
TOC
95.20
TOC
95.40
TOC
94.90
TOC
95.08
TBC
94.78
TBC
95.26
TOC
93.82
TOA
94.45
TOA
94.90
TOC
95.40
TOC
94.45
TOA
94.78
TBC
95.28
TOC
95.15
TOC
95.05
TOC
94.60
TOC
94.93
TBC
94.10
TOA
[ 86 ]
[ 8
4
]
[ 8
3
]
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
NEW SD CATCH BASIN
GRATE: 4893.25'
IE: 4889.75'
NEW SD CURB INLET BOX
GRATE: 4890.00'
IE: 4887.00'
NEW 72 LF 18" HDPE
@ 2.55% SLOPE
NEW SD CO BOX
GRATE: 4890.00'
IE: 4884.48'
NEW 46 LF 12" HDPE
@ 5.82% SLOPE
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.34'
NEW 118 LF 12" HDPE
@ 3.27% SLOPE
NEW SD CURB INLET BOX
GRATE: 4887.75'
IE: 4884.30'
NEW 28 LF 12" HDPE
@ 0.35% SLOPE
NEW SD CURB INLET BOX
GRATE: 4887.75'
IE: 4884.40'
NEW 223 LF 12" HDPE
@ 1.16% SLOPE
NEW SD CURB INLET BOX
GRATE: 4881.84'
IE: 4878.84'
NEW SD CO BOX
SOLID LID: 4888.33'
18" (N): 4882.50'
ISOLATER (S): 4880.50'
MANIFOLD (E): 4881.50'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
12" AREA DRAIN
GRATE: 4893.75'
I.E.: 4890.75'
23 L.F. NEW 8" HDPE
@ 16.00%
169 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.00'
I.E.: 4889.90'
92 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4893.00'
I.E.: 4889.44'
0.6%
4.7%
95.42
TOC
1.
7
%
94.80
TOA
0.8%1.1%
1.7
%2.2
%
2.
2
%
2.9%
4.
1
%
SECTION LINE
SECTION LINE
NEW RIGHT-OF-WAY
LINE20.00'
20.00'
20.00'
SECTION LINE
NEW RIGHT-OF-WAY
LINE
NEW 47 LF 18" HDPE
@ 0.35% SLOPE
NEW 26 LF 18" HDPE
@ 6.90% SLOPE
NEW 175 LF 18"
PERFORATED HDPE
@ 0.50% SLOPE
77.84
EXIST
77.45
EXIST 1.8%
77.87
EXIST
2.5%
2.7%
3.
0
%
1.8
%
SD
NEW SD CURB DOUBLE INLET BOX
GRATE: 4877.00'
IE: 4873.50'
78.32
TBC
77.50
TBC
REPLACE EXISTING
TYPE 8 INLET WITH
NEW SD CO BOX
SOLID LID: 4877.55'
EX IE (W): MATCH EX / APPROX 4872.80'
EX IE (E): MATCH EX / APPROX 4872.50'
NEW IE (N): MATCH EX IE (W) / 4872.80'
84.20
EXIST
83.60
EXIST
83.30
EXIST
82.90
EXIST
82.30
EXIST
81.30
EXIST
80.50
EXIST
79.60
EXIST
79.20
EXIST
77.80
EXIST
NEW 12 LF 18" RCP
@ 5.83% SLOPE
1.
9
%
ROAD TO BE WIDENED
AS SHOWN
ROAD TO BE WIDENED
AS SHOWN
81.73
TOC
81.39
TOC
79.95
TOC
NEW ADA RAMP PER
CITY CITY STANDARDS
78.00
TBC
77.85
TBC
79.36
EXIST
79.71
EXIST
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
79.71
TOC
79.36
TOC 80.32
EXIST
80.32
TOC
81.83
EXIST
81.83
TOC
83.07
EXIST
83.07
TOC
84.34
EXIST
84.34
TOC
85.47
EXIST
85.47
TOC
86.57
EXIST
86.57
TOC
88.62
EXIST
88.62
TOC
91.48
EXIST
91.48
TOC
S
S
S
S
167.50'
TP B4
EX SURFACE: 4897.75'
BEDROCK: 4894.25'
TP B1
EX SURFACE: 4891.00'
BEDROCK: 4886.50'
TP 2
EX SURFACE: 4889.50'
BEDROCK: 4885.50'
TP 4
EX SURFACE: 4892.50'
BEDROCK: 4887.75'
TP 5
EX SURFACE: 4894.00'
BEDROCK: 4889.75'
TP 1
EX SURFACE: 4887.00'
BEDROCK: 4882.25'
TP 3
EX SURFACE: 4889.00'
BEDROCK: 4887.00'
TP 7
EX SURFACE: 4893.00'
BEDROCK: 4888.25'
TP 6
EX SURFACE: 4886.00'
BEDROCK: 4881.75'
5 STEPS
92.90
TOC
90.65
TOC
93.10
TOC
93.10
TOC
93.10
TOC
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.84'
NEW 72 LF 18" HDPE
@ 1.26% SLOPE
3.9
%
4.5%
NEW SD CATCH BASIN
GRATE: 4887.75'
IE (E): 4884.75'
IE (S): 4885.75'
SD
SD
SD
TP 9
EX SURFACE: 4899.50'
BEDROCK: 4896.50'
SD
SD
SDNEW 76 LF 12" HDPE
@ 0.35% SLOPE
92.34
TBC
SD
SD
SD SD SD SD SD SD SD
NEW 12 LF 12" HDPE
@ 0.75% SLOPE
I.E. = 4878.75'
81.25
FG
78.75
FG
81.25
FG
79.75
FG
I.E. = 4879.75'
NEW 12 LF 12" HDPE
@ 0.75% SLOPE
POND BERM /
HIGHWATER = 4881.25'
POND 100 YR
OVERFLOW
I.E. = 4879.75'
96.95
TOC
96.85
TOC
96.50
TOC
95.70
TOC
96.60
TOC
4.8%
4.8%
5.
0
%
RD
4 STEPS
90.75
TOC
88.00
TOC
2.
7
%
GENERAL NOTES:
SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND
REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED
AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557
EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE
CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR
SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,
VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED
IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S
FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE,
UNLESS OTHERWISE NOTED.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN.
STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH
DETAIL, SEE DETAIL 'M', SHEET C521.
12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L",
SHEET C521.
STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301,
FOR TRENCHING DETAIL.
ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL.
TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL.
STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM
AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION
OF 35,950 C.F. REQUIRED RETENTION = 35,016 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS
PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION.
LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING
ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE
WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE.
STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID.
6" HDPE PIPE FROM ROOF DRAIN.
STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE.
1
3
5
6
SCALE: 1" =
NORTH
20'
0 10'20'40'60'
4
8
9
10
11
2
7
COMMON GRADING ABBREVIATIONS:
SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
-BFE BASEMENT FLOOR ELEVATION
-BW FINISH GRADE AT BOTTOM OF WALL
-EX or EXIST EXISTING
-EOA EDGE OF ASPHALT
-EOC EDGE OF CONCRETE
-FFE FINISH FLOOR ELEVATION
-FG FINISH GRADE
-FL FLOW LINE
-GB GRADE BREAK
-HP HIGH POINT
-LP LOW POINT
-NG NATURAL GROUND
-SDCB STORM DRAIN CATCH BASIN
-SDCO STORM DRAIN CLEANOUT BOX
-SDDB STORM DRAIN DRAIN BASIN
-SDMH STORM DRAIN MANHOLE
-TBC TOP BACK OF CURB
-TOA TOP OF ASPHALT
-TOC TOP OF CONCRETE
-TOG TOP OF GRATE
-TOW TOP OF WALL
-TW FINISH GRADE AT TOP OF WALL
-WW WATERWAY
Pr
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d
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22
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10
Grading and
Drainage Plan
C121
4
4
4
4
4
5
11
511
11
5
5
11
11
5
11
5
11
5
5
5
11
11
.
.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
XXX
COCO
CO CO
EX TOP OF 18"
SD CMP PIPE
TO REMAIN
EX 24" SD PLASTIC
PIPE TO REMAIN
EX CB TO REMAIN
GRATE=4883.00
INV=4878.31
EX SDMH TO REMAIN
RIM=4900.31
S INV=4896.13
E INV=4895.97
W INV=4895.87
EX CB TO REMAIN
GRATE=4900.59
INV=4897.32
EX SHOULDER TO
REMAIN
EX CURB & GUTTER
TO REMAIN
4
9
0
0
489
2
489
4
4
8
9
6
4
8
9
8
4
9
0
2
4
9
0
4
48
9
4
489
6
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX 10' ASPHALT PATHWAY
TO BE REPLACED
N80° 43' 00"E
316.81'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
S0
0
°
1
6
'
3
0
"
E
30
4
.
5
0
'
87.48
EXIST
87.72
EXIST
96.25
EXIST
96.73
EXIST
2
.
3
%
4.2%3.6%
1
.
2
%
3.
1
%
1.
0
%
1.
6
%
1.
6
%
99.11
EXIST
96.34
EXIST
2.
7
%
0.
6
%
1.
5
%
1.9%
3.6%
2.
3
%
4.
1
%
3.7%1.5%
1.3%1.6%
4.8%1.7%
4.
6
%
4.
6
%
1.
5
%
1.
5
%
0.
7
%
3.6%4.0%
1.6%3.0%
1.9%2.3%
2.
0
%
2.
0
%
2.0%
2.0%
1.9%
1.
9
%
1.
9
%
1.8%
2.0%
2.0%
2.
9
%
4.
5
%
4.8%
4.8%
1.8%
1.8%
1.8%
3.3%
2.8%
2
.
2
%
2.7%2.
3
%
3.1
%
1.
8
%
1.6%
1.
5
%
2
.
9
%
3.0
%
3.4
%
3.5
%
3.6
%
3.5%
3.8%
3.7%
3.3%
3.9%
3.8%
1.4%
2.
8
%
3
.
2
%
7.
9
%
1.5%
6.4%
5.4%
7.6%
9.1%
14.5%
10.9%
9.3%
8.4%
10.0
%
2
1
.
9
%
15.4
%
3
0
.
6
%
4.6%
94.21
EXIST
1.06
EXIST
2.00
EXIST
3.79
EXIST
2.72
EXIST
2.00
EXIST
0.00
EXIST
2.00
EXIST
4.00
EXIST
4.5%
3.
1
%
94.00
TBC
93.70
TBC
93.70
TBC
93.74
TBC
93.25
TOC
93.41
TOC
93.71
TOC
93.55
TOC
94.05
TBC 94.10
TBC
94.20
TBC
94.50
TBC
2
.
2
%
92.50
TBC
92.20
TBC 92.60
TBC
92.60
TBC
92.10
TBC
92.70
TBC
93.10
TBC
93.90
TOC
93.00
TOC
95.10
TOC
95.35
TOC
97.27
TOC
95.42
TOC
95.50
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG95.00
FG
93.15
TBC
92.99
TBC
92.75
TBC
92.55
TBC
92.35
TBC
91.75
TBC
91.49
TBC
90.70
TBC
92.83
TBC
92.34
TBC
92.08
TBC
91.30
TBC
93.70
TBC
93.75
TBC
94.10
TOC
94.10
TOC
93.66
TBC
93.58
TBC
93.55
TBC
93.65
TBC
94.22
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.50
TOC
95.42
TOC
95.50
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
97.75
TOC
98.00
TOC
97.75
TOC
95.70
TBC
95.75
TBC
0.29
TBC
94.65
TOC
95.20
TOC
95.40
TOC
94.90
TOC
95.08
TBC
94.78
TBC
95.26
TOC
93.82
TOA
94.45
TOA
94.90
TOC
95.40
TOC
94.45
TOA
94.78
TBC
95.28
TOC
95.15
TOC
95.05
TOC
94.60
TOC
94.65
TOC
95.35
TOC
97.05
TOC
94.93
TBC 95.03
TBC
94.53
TOC
94.10
TOA
94.25
TOA
97.05
TOC
97.05
TOC
96.35
TBC
96.35
TBC
96.70
TBC
96.82
TBC
96.94
TBC
96.94
TBC
94.95
TOC
94.83
TBC
98.15
TBC
97.36
TBC
97.14
TBC
96.39
TBC
96.18
TBC
96.00
TBC
96.51
TBC
96.71
TBC
97.30
TBC
97.60
TBC
97.02
TBC
96.83
TBC
96.34
TBC
96.51
TBC
96.73
TBC
97.48
TBC
97.69
TBC
98.50
TBC
0.04
TBC
0.04
TBC
0.39
TBC
98.54
TBC
0.25
TBC
99.65
TBC
99.65
TBC
99.90
TBC
98.35
TBC
98.05
TBC
97.85
TBC
97.24
TBC
99.00
TOC
96.65
TOC
96.90
TBC
97.15
TOC
95.03
TOC
95.15
TOC
95.65
TOC 95.53
TOC
94.80
TOA
[
4
]
[
2
]
[
9
9
]
[
9
8
]
[ 9
9
]
[ 9
7
]
[
9
7
]
NEW SD CURB INLET BOX
GRATE: 4896.34'
IE: 4892.84'
SD SD
NEW SD CATCH BASIN
GRATE: 4893.90'
IE: 4890.40'
NEW 53 LF 12" HDPE
@ 4.60% SLOPESD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
NEW SD CURB INLET BOX
GRATE: 4897.19'
IE: 4893.69'
NEW 99 LF 12" HDPE
@ 0.86% SLOPE
NEW 141 LF 12" HDPE
@ 0.35% SLOPE
NEW SD CATCH BASIN
GRATE: 4893.25'
IE: 4889.75'
NEW 176 LF 12" HDPE
@ 2.93% SLOPE
NEW 72 LF 18" HDPE
@ 2.55% SLOPE
NEW SD CO BOX
GRATE: 4890.00'
IE: 4884.48'
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.34'
NEW 118 LF 12" HDPE
@ 3.27% SLOPE
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4890.21'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4890.68'
94 L.F. NEW 8" HDPE
@ 0.50%
80 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4891.08'
83 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4891.50'
12" AREA DRAIN
GRATE: 4893.75'
I.E.: 4890.75'
23 L.F. NEW 8" HDPE
@ 16.00%
169 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.00'
I.E.: 4889.90'
92 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4893.00'
I.E.: 4889.44'
96.40
TOA
0.6%
4.7%
95.42
TOC
95.00
TOC
95.45
TOC
94.50
TOA
2.
5
%
0.
9
%
94.88
TOC
95.33
TBC
1.9%
1.
9
%
1.
1
%
2.
0
%
2.0
%
2.0%
2.0%
93.70
TBC
1.
4
%
1.
6
%
1.
7
%
3.2
%
3.8%
1.
5
%
95.42
TOC
3.6%
95.15
TOC
3
0
.
8
%
1
.
8
%
1.
7
%
1.
6
%
95.05
TOA
94.80
TOA
2.3%0.8%1.1%
1.7
%2.2
%
2.
2
%
2.9%
NEW 47 LF 18" HDPE
@ 0.35% SLOPE
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
85.47
EXIST
85.47
TOC
86.57
EXIST
86.57
TOC
88.62
EXIST
88.62
TOC
91.48
EXIST
91.48
TOC
93.54
EXIST
93.54
TOC
95.15
EXIST
95.15
TOC
97.17
EXIST
97.17
TOC
99.21
EXIST
99.21
TOC 5.04
TOC
S
S
CURB AND GUTTER
TO BE REPLACED
@ NEW DRIVE APPROACH
6.33
EXIST
6.33
TOC
END OF NEW
CONCRETE
TRAIL
23.26'
TP 14
EX SURFACE: 4901.50'
BEDROCK: 4897.50'
TP 15
EX SURFACE: 4898.00'
BEDROCK: 4894.50'
TP B2
EX SURFACE: 4894.00'
BEDROCK: 4888.85'
TP 13
EX SURFACE: 4897.50'
BEDROCK: 4891.00'
TP 12
EX SURFACE: 4901.50'
BEDROCK: 4895.35'
TP B5
EX SURFACE: 4900.50'
BEDROCK: 4896.00'
TP B3
EX SURFACE: 4895.50'
BEDROCK: 4891.00'
TP B4
EX SURFACE: 4897.75'
BEDROCK: 4894.25'
TP B1
EX SURFACE: 4891.00'
BEDROCK: 4886.50'
TP 2
EX SURFACE: 4889.50'
BEDROCK: 4885.50'
TP 4
EX SURFACE: 4892.50'
BEDROCK: 4887.75'
TP 5
EX SURFACE: 4894.00'
BEDROCK: 4889.75'
EX SURFACE: 4887.00'
BEDROCK: 4882.25'
EX SURFACE: 4889.00'
BEDROCK: 4887.00'
3.6%
5.4%
96.85
TBC
97.80
TBC
3.1
%
97.54
TBC
5 STEPS
92.90
TOC
90.65
TOC
NEW SD CURB INLET BOX
NEW 72 LF 18" HDPE
@ 1.26% SLOPE
4.5%
94.00
TOA
NEW SD CATCH BASIN
GRATE: 4887.75'
IE (E): 4884.75'
IE (S): 4885.75'
SD
SD
SD
SD SD SD
SD
20 L.F. NEW 8" HDPE
@ 6.25%
I.E.= 4888.96'
SD
SD
SDNEW 76 LF 12" HDPE
@ 0.35% SLOPE
92.34
TBC
97.65
TOC96.95
TOC
96.85
TOC
96.50
TOC
95.70
TOC
95.80
TOC96.60
TOC
4.8%
4.8%
5.
0
%
4.5%
0
.
9
%
98.50
TBC
NEW SD CATCH BASIN
GRATE: 4896.30'
IE: 4889.90'
NEW SD CURB INLET BOX
GRATE: 4896.65'
IE: 4893.00'
S
D
S
DNEW 57 LF 12" HDPE
@ 5.44% SLOPE
0
.
7
%
RD RD
4 STEPS
90.75
TOC
88.00
TOC
2.
7
%
CB
GENERAL NOTES:
SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND
REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED
AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557
EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE
CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR
SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,
VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED
IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S
FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE,
UNLESS OTHERWISE NOTED.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN.
STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH
DETAIL, SEE DETAIL 'M', SHEET C521.
12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L",
SHEET C521.
STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301,
FOR TRENCHING DETAIL.
ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL.
TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL.
STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM
AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION
OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS
PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION
PORT.
LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING
ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE
WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE.
STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID.
6" HDPE PIPE FROM ROOF DRAIN.
STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE.
1
3
5
6
4
8
9
10
11
2
7
COMMON GRADING ABBREVIATIONS:
SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
-BFE BASEMENT FLOOR ELEVATION
-BW FINISH GRADE AT BOTTOM OF WALL
-EX or EXIST EXISTING
-EOA EDGE OF ASPHALT
-EOC EDGE OF CONCRETE
-FFE FINISH FLOOR ELEVATION
-FG FINISH GRADE
-FL FLOW LINE
-GB GRADE BREAK
-HP HIGH POINT
-LP LOW POINT
-NG NATURAL GROUND
-SDCB STORM DRAIN CATCH BASIN
-SDCO STORM DRAIN CLEANOUT BOX
-SDDB STORM DRAIN DRAIN BASIN
-SDMH STORM DRAIN MANHOLE
-TBC TOP BACK OF CURB
-TOA TOP OF ASPHALT
-TOC TOP OF CONCRETE
-TOG TOP OF GRATE
-TOW TOP OF WALL
-TW FINISH GRADE AT TOP OF WALL
-WW WATERWAY
Pr
i
n
t
e
d
:
22
M
a
r
2
0
2
3
3:
4
1
P
M
Dr
a
w
i
n
g
I
s
s
u
e
a
n
d
R
e
v
i
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12
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Grading and
Drainage Plan
C122
SCALE: 1" =
NORTH
20'
0 10'20'40'60'
4
12
4
2
5
11
511
11
5
5
11
11
5
11
5
11
5
5
5
11
11
5
5
5
5
5
5
5
5
5
11
11
11
11
11
11
1111
With no rise in elevation
here, runoff water will
overtop the 2" wall.
(Existing valley)
.
.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
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X
X
X
X
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X
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X
X
X
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X
XXXXXXXXXXXXXXXXXXXX
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X
XXXXXXXXXXXXXXXXXXXXXXXXX
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XXXXXXXXX
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XXXXXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X X X X X X X X X X X
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X
GM
G
G
G
S
S
S
S
S
S
S
S
COCO
CO CO
WM
S
S
S
S
S
S
W
W
W
W
W
W
F
W
W
W
W
W
W
W
WWWWWWWWWW
W
W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
EX SHOULDER TO
REMAINEX SHOULDER TO
REMAIN
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX 10' ASPHALT PATHWAY
TO BE REPLACED
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
3
0
"
W
13
2
.
0
0
'
S89° 43' 30"W
330.00'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
N0
0
°
1
6
'
5
0
"
W
18
5
.
7
0
'
S0
0
°
1
6
'
3
0
"
E
30
4
.
5
0
'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
S
S
S
S
S
S
S
S
SD
EX SSMH 13 4.0' Ø
RIM = 4874.67'
IE (E) = 4862.87'
EX SSMH 12
EX 12" PVC
EX 12" PVC
120' @ 1.04%
EX PLUGGED END
IE = 4864.12'
S
8.00'
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
NEW SSMH 5' Ø
RIM = 4876.14'
IE (S) = 4863.98'
IE (W) = MATCH EX / 4863.78'
NEW SSMH 4' Ø
RIM = 4877.38'
IE (N) = 4864.58'
IE (S) = 4864.78'
IE (E) = 4864.78'
NEW 8" PVC
SEWER MAIN
79' @ 0.75%
NEW SSMH 4' Ø
RIM = 4883.55'
IE (N) = 4872.55'
NEW 8" PVC
SEWER MAIN
400' @ 1.94%
NEW SSMH 4' Ø
RIM = 4887.85'
IE (W) = 4876.35'
IE (E) = 4876.55'
NEW 10" PVC
SEWER MAIN
400' @ 2.89%
NEW SSMH 4' Ø
RIM = 4903.25'
IE (W) = 4892.25'
NEW 10" PVC
SEWER MAIN
306' @ 5.13%
NEW 6" WYE
TIE-IN
EX PLUGGED END
EX 12" WATER LINE
EX 12" WATER LINE
EX 12" WATER LINE
STUB FOR TIE ON
W
W
W
W
W
W
W
W
W
W
W
W
W
W
45° BEND
45° BEND
TIE ON TO EX
STUBBED END
NEW 38 L.F. 12"
WATER LINE
NEW 38 L.F. 12"
WATER LINE
12" x 8" REDUCER
NEW 437 L.F. 8"
WATER LINE
S
TIE ON TO EX
STUBBED END
NEW 732 L.F. 12"
WATER LINE
CAP END FOR
FUTURE CONNECTION
SD SD
SD
SD
SD
SD
SD
SD SD SD SD
S
D
CB
CB
CB
CB
SCALE: 1" =
NORTH
30'
0 15'30'60'90'
1
2
7
9
11
12
14
GENERAL NOTES:
CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL DRAWINGS.
ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY
STANDARDS & SPECIFICATIONS.
ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING
MUNICIPALITY STANDARDS & SPECIFICATIONS.
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND
OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES.
MAINTAIN A MINIMUM OF 5 FEET OF COVER ON ALL WATER LINES.
CONTRACTOR IS TO COORDINATE LOCATIONS OF NEW TELEPHONE SERVICE TO BUILDING WITH CENTURY
LINK. A PVC CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE IS REQUIRED FOR SERVICE THROUGH
PROPERTY, COORDINATE SIZES AND LOCATION WITH CENTURY LINK.
CONTRACTOR IS TO SUBMIT SITE PLAN TO DOMINION ENERGY FOR DESIGN OF GAS LINE SERVICE TO
BUILDING. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY FOR CONTRACTOR LIMITS OF WORK
VERSUS DOMINION ENERGY LIMITS.
LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. CONTRACTOR IS TO
VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT T-PATCH / REPAIR PER CITY STANDARD DETAIL.
INSTALL NEW FIRE HYDRANT PER ANSI/AWWA STANDARD DETAIL.
CONNECT NEW 2" POLY PIPE WATER SERVICE LINE TO NEW 12" MAIN LINE AND INSTALL NEW 2"
CULINARY METER, PER ANSI/AWWA STANDARDS AND SPECIFICATIONS.
6" PVC SDR-35 SANITARY SEWER LATERAL @ 1.00% MINIMUM SLOPE, INCLUDING NEW CLEANOUTS
PER EAGLE MOUNTAIN STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 6" SEWER
LATERAL STUB. LATERAL PER ANSI/AWW STANDARD.
APPROXIMATE LOCATION OF NEW NATURAL GAS LINE. CONTRACTOR TO COORDINATE SIZE, DESIGN
AND INSTALLATION BY INTERMOUNTAIN GAS WITH OTHER CONSTRUCTION.
APPROXIMATE LOCATION OF NEW NATURAL GAS METER(S). CONTRACTOR TO COORDINATE SIZE,
DESIGN AND INSTALLATION WITH INTERMOUNTAIN GAS AND WITH MECHANICAL PLANS.
UNDERGROUND CABLE AND POWER LINES. CONTRACTOR TO COORDINATE WITH COMCAST AND
ROCKY MOUNTAIN POWER. SEE ELECTRICAL SITE PLAN FOR POWER CONNECTIONS.
TELEPHONE LINE. CONTRACTOR TO PROVIDE TRENCHING 30" DEEP X 24" WIDE THEN BACKFILL AS
REQUIRED. SEE ELECTRICAL SITE PLAN FOR COMMUNICATIONS CONNECTIONS.
INSTALL 2" STOP AND WASTE FOR IRRIGATION, CONNECT TO NEW 2" WATER LATERAL PER
ANSI/AWWA STANDARDS AND SPECIFICATIONS. SEE LANDSCAPE PLANS SHEET L521 DETAIL "K".
NEW 6" FIRE SERVICE WATER LINE TO BUILDING PER ANSI/AWWA STANDARDS AND SPECIFICATIONS.
3/4" POLY PIPE WATER LINE FROM PROPOSED BUILDING TO THE PAVILION DRINKING
FOUNTAIN. SEE PLUMBING PLANS FOR COORDINATION AND FOR DETAILS.
SEWER CLEANOUT AND 6" PVC SEWER LINE FOR USE IN CLEARING SEWER LINES WITHIN
THE BUILDING FROM OUTSIDE (TYPICAL CHURCH DESIGN) SEE STANDARD CHURCH DETAIL 'C'
SHEET C5.01.
2" POLY PIPE WATER SERVICE LINE, PER ANSI/AWWA STANDARD, DETAIL '541'.
NEW 8" PVC C-900 FIRE SERVICE WATER MAIN LOOP PER ANSI/AWWA STANDARDS AND
SPECIFICATIONS.
8" PVC C-900 WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING.
12" PVC C-900 WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING.
CONNECT NEW 12" PVC C-900 WATER LINE TO EXISTING 12" WATER MAIN, PER GOVERNING BODY
STANDARDS AND SPECIFICATIONS.
STUB ON NEW 1" WATER SERVICE LINE, PER CITY OF REXBURG STANDARDS.
4' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS.
5' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS.
8" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS.
10" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS.
STUB ON NEW 4" PVC SDR-35 SANITARY SEWER LATERAL, INCLUDING ALL FITTINGS, PER CITY OF
REXBURG STANDARDS.
LOCATION OF NEW FIBER CONDUIT AND DISTRIBUTION BOXES, TO BE INSTALLED PER CITY
STANDARD AND SPECIFICATIONS.
6
5
4
3
10
8
13
2
2
2
3
13
4
4
5
5
6
7 8
10
11
11
11
12
12
12
12
14
14
14
14
13
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2
Site Utility Plan
C151
2
15
16
17
18
19
20
21
22
23
23
18
22
22
21
21
20
19
19
19
17
17
16
16
16
15
1
1
1
1 1
9
24
24
24
24
24
24
24
24
24
Water valve req uired after
F ire H yd rant. S tub water line
to end of asphalt.
M ust b e C lass 5 0 D I in
right of way
1 0 ft seperation req uired
from strom piping
F WOWfÑ_[EWÑghiT ÑhcÑgcihZÑSXhWfÑ` SEZc_WÑfWH i[fWV ÑhcÑWEV ÑcXÑSgdZS_h
Water line m ust
b e C lass 5 0 D I in
right of way
F ire H yd rant
req uired near
C lass 5 0 D I P ipe
R eq uired .
Scale:1 DUMPSTER ENCLOSURE PLAN
1/4" = 1'-0"
7" CONCRETE SLAB OVER 12"
AGGREGATE BASE
28'-0"
7'
-
4
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
DUMPSTER
CONTAINER (NIC)
DUMPSTER
CONTAINER (NIC)
DUMPSTER
CONTAINER (NIC)
C503B
C
C503
CONCRETE FILLED
BOLLARD SEE B/C502.
TYPICAL.
CONCRETE FILLED
BOLLARD SEE B/C502.
8" FOUNDATION WALL.
6'-2"7'-10"7'-10"6'-2"
CONCRETE FILLED
BOLLARD SEE B/C502.
8" FOUNDATION WALL.
CONCRETE FOUNDATION
ROCK MULCH - SEE
LANDSCAPE
SHEETS
Scale:F FENCE AND MOWSTRIP DETAIL
1" = 1'-0"
2"
FINISH GRADE -
SEE SITE
GRADING PLAN
3/4" RADIUS -
TYPICAL
PROPERTY LINE
FENCE
CHURCH PROPERTY ADJACENT PROPERTY
SLOPE 1/2" PER FOOT
FINISH GRADE
12" WIDE x 12" DEEP CONCRETE
MOW STRIP
FENCE POST CENTERED IN
MOWSTRIP
INSTALL CONCRETE CONTROL
JOINT IN THE MOWSTRIP,
CENTERED ON EACH POST.
INSTALL EXPANSION JOINTS PER
SPECIFICATIONS . LOCATE AT
CENTERLINE OF POSTS.
PLAN
CONTROL JOINT AT EACH
POST. INSTALL EXPANSION
JOINTS PER
SPECIFICATIONS. LOCATE
AT CENTERLINE OF POSTS
#4 X 6" THRU POST
PRECAST CONCRETE WALL CAP
WITH SEALANT AT JOINTS
STONE VENEER ON 8" CMU
CONCRETE SLAB AND
FOOTING
CONCRETE RAMP
6'
-
0
"
NOTE:
STONE VENEER DETAILS AND COLOR SHALL
MATCH MAIN BUILDING.
Scale:B
DUMPSTER
ENCLOSURE ELEVATION
1/4" = 1'-0"
C
C503
4'
-
0
"
#3 REINFORCING TIES
AT 12" O.C.
NON-SHRINK
GROUT
1'-6" DIAMETER x 4'-0" LONG
CONCRETE BASE
(4) #5'S REINFORCING
STEEL
3/4" CONDUIT
24" BELOW GRADE
UNDISTURBED BASE OR
COMPACTED EARTH
2"
C
L
E
A
R
H
C502
Scale:D
POLE LIGHT BASE
IN LANDSCAPING AREAS
3/4" = 1'-0"
4"
POLE, COVER AND 3/4"
DIAMETER ANCHOR BOLTS
METAL ROD AND
ADHESIVE
MORTAR
PRECAST CONCRETE
WALL CAPS. 3/4" SLOPED CONCRETE CAP
MANUFACTURED STONE
VENEER
#5 BARS AT 16" O.C.
(30" OVERLAP)
(2) #5 BARS CONTINUOUS
FOUNDATION AS
REQUIRED (MIN.
SHOWN)
8" SOLID GROUTED
CONCRETE MASONRY CAVITY
WALL REINFORCED WITH #5
VERT. BARS AT 16" O.C. AND #5
HORIZ. BARS AT
48" O.C.
EXPANSION JOINT WITH SEALANT
SLOPED CONCRETE SLAB ON
AGGREGATE BASE
6'
-
0
"
7"
12
"
8"8"8"
2'-0"
1'
-
0
"
STAINLESS STEEL METAL
FLASHING
#5 HORIZ.
CONTINUOUS
1/4" x 1/4" CAST DRIP EDGE. HOLD
DRIP EDGE BACK 1" FROM
EXPOSED ENDS.1"
Scale:C DUMPSTER ENCLOSURE WALL SECTION
3/4" = 1'-0"
6" AGGREGATE BASE
4'
-
0
"
1'
-
8
"
2"
C
L
E
A
R
POLE, COVER AND 3/4"
DIAMETER ANCHOR BOLTS
COORDINATE CLEARANCE BETWEEN
GROUT AND BASE WITH MANUFACTURER.
NON-SHRINK GROUT
1'-6" DIAMETER x 5'-8" LONG
CONCRETE BASE
(4) #5 BARS
3/4" PVC CONDUIT 24"
BELOW GRADE MINIMUM
UNDISTURBED OR
COMPACTED EARTH
#3 TIES AT 12" O.C.
Scale:E
POLE LIGHT BASE
IN PARKING AREAS
3/4" = 1'-0"
1/2"
RADIUS
1'-0"12" typ.2'-0"
1'
-
0
"
1'
-
0
"
1'
-
0
"
8"
8"
VA
R
I
E
S
-
S
E
E
S
I
T
E
GR
A
D
I
N
G
P
L
A
N
1'
-
0
"
1'
-
0
"
2
2
2
12
1 11
9
14
11
3
3
6
7
7
5
4 8
10
9
2
3
14
2
12
13
3'
-
0
"
9
9
13
13 C2
C504
Scale:C1 STAIR AND HANDRAIL DETAIL
1" = 1'-0"Scale:C2 STAIR AND HANDRAIL DETAIL
1" = 1'-0"
8"
8"
8"
8"
3'
-
0
"
2"
12" typ.
1" OVERHANG -
TYPICAL
C2
C504
15
1'
-
0
"
1'
-
0
"
1'-0"1'-0"
C2
C504
C2
C504
C2
C504
C1
C504
C1
C504
2
12
2
11
8
11
3
1
1
13
Scale:C3 TYPICAL STAIR AND HANDRAIL PLAN
1" = 1'-0"
1'-0"1'-0"
8"
VA
R
I
E
S
-
S
E
E
S
I
T
E
P
L
A
N
8"
4"
11
4"
11
16
16
1911
19
C2
C504
Pr
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Site Details
C503
2
STATE OF U T A H
Lafe
Theodore
Harris
6928898-0301
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LIC E N S E D ARCHIT
E
C
T
22 Mar 2
0
2
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