HomeMy WebLinkAboutSite Certifications - 10/17/201712/15 Page 1
OVERALL SITE and DRAINAGE CERTIFICATION
Commercial, Multi-Family and Subdivision Certification Form and Checklist
Project Name:
Date:
Building Permit Numbers:
(Commercial or multi-family)
Per the requirement in Fort Collins Stormwater Criteria Manual (FCSCM) Volume 1, Section 6.11, please fill in
all applicable items in this Certification Form for Commercial, Multi-Family and Overall Single Family sites.
NOTE: several items must be verified during construction. A copy of the approved grading plan must be
submitted with the as-built grading plan. (As-built elevations must be written in red next to the approved
elevations.)
•Use “Yes” for items completed as described.
•Use “N/A” for items that are not applicable to the site being certified.
•If any blanks are “No,” attach an explanation referencing the item number below.
Attach an explanation or description of the as-built condition for any items listed or for anything not listed but
shown on the approved construction plans.
Provide an as-built redline or Mylar drawing with the following:
I.Water Quality and Quantity Detention Basin Certification - FCSCM Vol.2, Ch.10
For multiple detention basins on a site, provide the following for each basin separately:
A. Volume: As-built topographic verification is attached at 1-foot (or less) contour intervals and
volume verification calculations for the water quality capture volume and the 100-year detention storage
volume.
1. Detention basin topography was prepared by a professional land surveyor registered in the state
of Colorado.
2.Both proposed and as-built contours are shown on the same plan sheet (dashed lines for
proposed and solid lines for as-built).
3.All critical spot elevations as shown on the approved construction plans have been verified and
the as-built elevations are shown on the plan sheet.
4.Stage-storage-discharge tables are provided on a separate document.
5.Verification that designed drain time is in compliance with Colorado Revised Statute § 37-92-
602(8) is attached and has been uploaded to the Statewide Compliance Portal
(tinyurl.com/COCompliancePortal) for approval. Uploaded documents must include:
a.The cover sheet from the approved drainage report
b.The stamped certification page from the approved drainage report
c.As-built topographic survey
d.Stamped certification page from the Overall Site & Drainage Certification
e.PDF output from the Stormwater Detention and Infiltration Design Data Speadsheet
12/15 Page 2
B.Water Quality and Quantity Detention Basin Grading: Attached is as-built verification that there is
a minimum 2% positive fall into the concrete trickle pans or flow-line(s) from all areas in the bottom of
the detention pond. If there is a “soft pan” in the flow-line, all areas still must meet the minimum 2%
grade requirement.
1.Low Flow: Choose one of the following detention basin low flow options as applicable:
a. Turf swale for low flow path in detention basin.
There is a minimum 2% grade in the flow-line(s) of the detention basin. The flattest as-built grade
is .
b.Concrete pan for low flow in detention basin.
There is a concrete pan installed that meets the grades as shown on the approved construction
plans. (Show as-built spot elevations.)
c.Soft pan for low flow in detention basin.
•Verify and document the soft pan material gradation, trench width and depth - to be verified
during construction by engineer. Picture documentation is preferred or engineer’s statement of
visual inspection and compliance. (Choose one below.)
o There is a soft pan with an underdrain installed that meets the design on the approved
construction plans. (Show the underdrain grades, bedding material, geotextile, spot elevations,
bends, cleanouts, etc.)
o There is soft pan installed without an underdrain but there is a type A or B soil. The soil
type must be documented by supplying verification from a registered professional geotechnical
engineer.
NOTE: Spot elevations are to be within 0.2 ft. +/-.
2. Side Slopes: The as-built side slopes of the detention basin have been calculated and are shown.
Indicate the side slope with an arrow and a numerical value (e.g., 6.25:1). The maximum slope allowed
is 4:1. Small areas of 3:1 may be acceptable, but slopes steeper than 3:1 must be stabilized or re-
graded. Provide documentation if a variance was granted for steeper slopes during the design process.
3.Spillway Certification: The following items must be field verified:
a.The location of the spillway is indicated on the as-built plan.
b.The width of the spillway is indicated on the as-built plan.
c.The elevation(s) of the spillway is shown on the as-built plan.
d.A concrete ribbon defines the location and grade of the spillway.
e.There is downstream scour protection in the spillway as per the construction plans. Indicate
type: (riprap size “D50” gradation and bedding type, geotextile, buried
riprap with inches of bury, etc.).
f.There are no obstructions in the spillway, such as trees, bushes, sidewalks, landscape
features, rocks, etc.
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4.Outlet Structure Certification
a.The orifice plate for the approved release rate is installed with the correct size and location of
the orifice.
b.The orifice plate for the water quality outlet is installed with the correct hole size, number of
rows and columns of holes.
c.The bottom hole on both the water quality and quantity outlets are at the bottom of the plate
so no water ponds in front of the plate.
d.The well screen is the correct material and is installed as shown on the construction plans.
e.100-year overflow grate elevation is . (Elev. A on detail D-46)
f.The top elevation of the water quality capture volume is . (Elev. B on detail
D-46)
g.Overflow grate is made of the correct material, has the correct bar spacing, is hinged at the
top and bolted at the bottom.
h.The bottom of the outlet box has no obstructions or misalignments that will cause it to retain
runoff water and is sloped at 2% towards outlet.
II.Channels/Swales - FCSCM Vol.1, Ch.7, Sect.3&4
A. Capacity: The as-built capacity of all the major channels and swales has been verified. They meet
or exceed capacity requirements shown in the approved drainage study for this project.
1.All swales are located within the drainage easements as shown on the construction plans.
2.Longitudinal slopes and side-slopes (cross-sections) have been verified. Design criteria requires
longitudinal slopes of 2% min. (on vegetated swales) and side-slopes no steeper than 4:1. If these
criteria are not met, the certification engineer will write a justification and propose mitigation for each
instance or have the issues corrected. If variances to these criteria have previously been approved and
are shown on the construction plans, no justification is needed.
3.As-built spot elevations on channels/swales are shown that correspond to spot elevations
shown on the approved construction plans.
4.All permanent erosion control measures are installed as shown on the approved construction
plans (e.g., drop structures, riprap, TRMs, etc.). (Include pictures and verification of the materials used
as part of this verification.)
5.All pans, curbs, storm pipes or other appurtenances appropriately tie into each other in the
system. (Pictures at tie-in points suggested.)
6.The minimum freeboard is provided for all channels and swales as shown on the approved
construction plans or as identified in the approved drainage study. (Show the freeboard provided on
the cross-sections as on the construction plan set or attached as separate documentation.)
7.The low flow portion of all channels or swales is clear of obstructions. (No landscaping, trees,
shrubs, sod, etc. infringe on the low flow portion of channels or swales.)
12/15 Page 4
III.Storm Pipes (aka storm drains) - FCSCM Vol.1, Ch.6, Sec. 4
A. Storm Drain Pipe Capacity: The as-built capacity of all pipes installed on this project has been
verified and meets or exceeds the capacity requirements shown in the approved drainage study for this
project.
1.All storm drain pipe sizes and materials have been verified and are in conformance with the
approved construction plans. (Indicate on the plan and profile sheets that they have been verified.)
Material and size substitutions must be approved prior to installation. If a pipe size or material was
changed during construction, the certification engineer must attach the approval documents or supply
them with this certification. Approval documents must include a calculation documenting the capacity
equivalency (equal or greater) of the substituted size.
2.The longitudinal slope of the pipe is as shown on the approved construction plans. The
acceptable minimum slope is 0.4%. All slopes flatter than the designed slope on the construction plans
must be justified with capacity calculations on an attached sheet.
3.The as-built invert elevations have been verified and are shown on the plan and profile sheets of
the approved construction plans.
B.Storm Drain Pipe Installation Requirements: All pipes are installed in accordance with the
approved construction plans.
1.The minimum cover requirements for all pipes have been met as shown on the approved
construction plans. These will be called out in critical locations.
2.All encasements and clearances as specified on the approved construction plans have been met.
3.Any specific joint types or construction methods specified on the approved construction plans
have been met. (List on a separate sheet and attach to this certification.)
IV.Concrete Pans - FCSCM Vol.1, Ch.7, Sec.4.1.3.4
A. Construction/Installation: All concrete pans have been constructed in accordance with the
approved construction plans.
1.The concrete pans are the correct size/width as shown on the approved construction plans.
2.The longitudinal slopes of the pans are as shown on the approved construction plans. The
certification engineer must justify or mitigate longitudinal slopes less than the minimum of 0.4% unless
a flatter slope was approved and is shown on the approved construction plans. Provide mitigation or
justification by separate document.
3.The cross-section of the pan is as shown on the construction plans. (Specifically, the pan cross-
section is “V” shaped and meets the side slope shown on the detail.)
4.The concrete pans are a minimum of 6 inches thick without reinforcement and a minimum of 4
inches thick with a minimum of 6X6-W14xW14 reinforcement per detail D20B and D20C. (Provide
documentation of the reinforcement used if different than shown on the details or on the approved
construction plans.)
5.The spot elevations shown on the concrete pan(s) have been verified and are shown on the as-
built drawings.
12/15 Page 5
V. Storm Drain Inlets - FCSCM Vol.1, Ch.6, Sec. 3
A. Construction/Installation: All storm drain inlets have been constructed in accordance with the
approved construction plans.
1.The size and type of inlets are consistent with the inlets shown on the approved construction
plan. Indicate by writing “Verified” on each inlet on the plan sheet or list on a separate document the
inlet number(s), type and size (length). If the inlet installed is other than the one on the approved
construction plan detail sheet, provide the name and source of the detail with justification for equal or
better capacity.
2.The size of the inlet opening is consistent with the approved detail. (Check height and width.)
3.The elevation of the grate (if applicable) is at the elevation shown on the street profile or as
indicated by a spot elevation on the construction plans.
4.The as-built invert elevations of all pipes entering and leaving the inlet are shown on the plan
and profile sheets within construction tolerance of 0.2 feet. If substantially different, provide
justification and capacity calculations to show the capacity is not affected or propose mitigation.
5.The as-built size of the inlet box is as shown on the construction plans or an explanation or
justification is attached.
6.All inlet covers are stenciled or stamped with the following designation: NO DUMPING – DRAINS
TO POUDRE RIVER.
VI.Culverts - FCSCM Vol.2, Ch.9
A. Construction/Installation: All culverts have been constructed and/or installed in accordance with
the approved construction plans.
1.All culvert sizes have been verified as indicated on the as-built construction plans as correct.
2.The culvert material type for all culverts installed is as on the approved construction plans and is
indicated on the as-built plans.
3.The as-built invert “in and out” elevations have been verified and are indicated on the as-built
construction plans.
4.The culvert headwalls or wing walls have been installed as shown on the approved construction
plans. Headwalls or wing walls may be needed in the as-built conditions onsite if the slopes adjacent to
the culvert are greater than 4:1. Please note areas needing stabilization in the certification narrative.
An alternative to consider is a turf reinforcement mat (TRM).
VII.Sub-Drains
A. Construction/Installation: All sub-drains shown on the construction plans have been installed in
accordance with those plans. Sub-drains installed with the sanitary sewer are to be verified on the
sanitary sewer plan and profile sheets of the construction plans. (NOTE: Indicate any sub-drains installed
after the plans were approved on the as-built plans.)
1.The size of the sub-drains are as approved on the construction plans and are indicated on the as-
built plans.
2.The type of sub-drain, in particular the perforated and non-perforated sections of the drain, are
as indicated on the approved construction plans.
12/15 Page 6
3.The cover requirements per the construction plans are provided.
4.The cleanouts have been installed at the locations shown on the construction plans and are
accessible for cleaning. (Cleanouts can be buried a maximum of 6 inches deep with their locations
marked.)
5.The backfill materials for sub-drains are as shown on the approved construction plans. (This
includes the type, depth and width.)
6.The geo-textile liner completely wraps the sub-drain and the permeable backfill material unless
shown otherwise on the approved construction plans. (Sub-drain pipe wrapped in a sock filter material
is accepted only if approved prior to installation.)
VIII.Curb Cuts
A. Construction: All curb cut openings are constructed in accordance with the approved construction
plans.
1.The size (width) of the curb cut opening is as shown on the approved construction plans.
2.The curb cut openings tie into a downstream swale, pipe, or other appurtenances with a smooth
transition and there no obstructions such as riprap or sod impeding the flow downstream of the curb
cut.
IX.Sidewalk Culverts & Chases
A. Construction/Installation: All sidewalk culverts have been installed at the locations shown on the
approved construction plans.
1.The size (width and length) of the culverts are as shown on the approved construction plans.
2.The cover plate is a minimum 5/8-inch galvanized plate bolted to a galvanized angle iron per the
detail shown on the approved construction plans or per the City’s detail.
3.The sidewalk culvert invert “in and out” elevations have been verified and are indicated on the
as-built plans.
4.The sidewalk culvert opening is as shown on the approved construction plans or per the City’s
detail.
5.There is a smooth transition both on the inlet and outlet ends of the sidewalk culvert with no
obstructions such as riprap or sod impeding the flow into or out of the sidewalk culvert.
X. Site Grading
A. Construction: All common open spaces have been graded in accordance with the approved
construction plans.
1.The grading on all common open spaces bordering private lots has been verified as correct and
the as-built rear lot corner elevations have been shown on the as-built plans.
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2.The as-built contours for “overlot grading” are shown on the as-built construction plans for all
common open spaces, tracts, outlots, etc. If not in compliance, please attach a narrative describing the
situation for noncompliance and when it may be corrected. An escrow for overlot grading may be
required. (NOTE: Residential Lot Grading Certification is a separate process from this Overall Site
Certification. It is understood that residential lots will be brought to final grade once the foundation is
backfilled so they may be lower than the plan shows at this Overall Site Certification stage.)
3.All turf reinforcement mats (TRMs) have been installed as shown on the approved construction
plans and the slopes are stabilized.
XI.Riprap - FCSCM Vol.1, Ch.7, Sec.4.4.4.3
A. Construction: All riprap has been installed in the locations and sizes indicated on the approved
construction plans.
XII.Permanent Erosion Control Fabric - FCSCM Vol.1, Ch.7
A. Construction: All fabric has been installed in the locations and sizes indicated on the approved
construction plans.
1.All fabric was installed per the details on the approved construction plans.
XIII.Post-Construction Site Cleanup - FCSCM Vol.3, Ch.7
A. Construction: All construction debris and obstructions of any kind have been removed from
drainage paths.
1.All construction debris has been removed except in staging area(s).
2.All ruts have been smoothed out in all construction areas.
3.All areas needing reseeding have been identified and future stabilization goals have been
coordinated with the Erosion Control Inspector and in accordance with FCSCM Vol.2 Chapter 12. Note
the area needing stabilization in the narrative.
XIV.Certification of Other Permanent BMPs - FCSCM Vol.2, Ch.8, Sec.2 & FCSCM Vol.2, Ch.12
A.The construction of channel drop structures is in accordance with the approved plan both in
location, horizontal dimensions and cross-section.
XV.Certification of LID and Water Quality Facilities - FCSCM Vol.3, Ch.4
A.Attached are the During Construction Inspection Checklist for Low Impact Development (LID) and
other items to be verified during construction, along with pictures and other required documentation.
12/15 Page 1
DURING CONSTRUCTION INSPECTION CHECKLIST
To be completed by Construction Superintendent
This checklist is to be completed during construction and included with the Overall Site and Drainage Certification.
•Use “Yes” for items completed as described.
•Use “N/A” for items that are not applicable to the site being certified.
•If any blanks are “No,” attach an explanation referencing the item number below.
I.Compaction
A.All berms and embankments meet the compaction requirements as specified in the project geotechnical report or comply with the
City’s standard, which is “soils should be compacted within a moisture content range of 2% below to 2% above optimum moisture content
and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698).” Compaction requires verification during construction.
Provide testing log from contractor/engineer.
II.Storm Drain Pipe Installation Requirements
A.The pipe trenches have been compacted in accordance with Section 02225-3.07.A.1. of the Fort Collins Development Construction
Standards (e.g., the trenches in the roadways are to be 95% of maximum density and all other areas are to be at 90%, both in accordance
with ASTM D698).
III. Riprap - FCSCM Vol.1, Ch.7, Sec.4.4.4.3
A.The riprap bedding is a granular bedding of the gradation and thickness indicated on the approved construction plans.
B.A filter fabric was installed instead of granular bedding and is the material shown on the approved construction plans or was an
approved equal. Provide documentation for an approved equal.
C.The riprap is the gradation shown on the approved construction plans with a D50 of .
D.The riprap thickness is as shown on the approved construction plans and extends to the horizontal limits shown.
E.The riprap is buried to the depth indicated on the approved construction plans. (A minimum of 6 inches of soil is required.)
IV. Permanent Erosion Control Fabric - FCSCM Vol.1, Ch.7
A.All fabric was installed per manufacturer’s specifications.
V. Certification of Other Permanent BMPs - FCSCM Vol.2, Ch.8, Sec.2 & FCSCM Vol.2, Ch.12
A.All cut-off walls have been installed in accordance with the approved construction plans. (Cut-off walls are required for irrigation
ditch crossings of storm drain pipes and at the end of flared end sections.)
12/15 Page 2
Permeable Interlocking Concrete Pavers
Post-excavation infiltration rates are consistent with design
infiltration capacity (for “full or partial infiltration” designs)
Impermeable liner meets design specifications
Impermeable liner attached to concrete perimeter wall
Impermeable liner is not exposed
Any penetrations of the impermeable liner have been sealed
and checked for water-tightness.
Meets specifications for:
-Dimensions
-Reinforcement
-Footings
Underdrain pipe is per design specifications
At least one cleanout is provided per underdrain lateral
Cleanout pipe is not perforated
Cleanout covers are installed and watertight
Underdrain is NOT wrapped in geotextile fabric
Underdrain orifice plate installed at outlet structure
Underdrain integrity tested after backfilling using TV and/or
water test
Base coarse (e.g., #2/4) has 90% fractured faces
Bedding coarse (e.g., #89) is thoroughly washed
Sub-base materials are installed and compacted according to
manufacturer’s specifications
PICP area is protected from construction site sediment,
including runoff from the upstream catchment and
Close Out
12/15 Page 3
Bioretention Cells
Heavy equipment did not travel over bioretention cell during
excavation
Bottom of cell was “ripped” after excavation Photograph before/after “ripping”
Bottom of cell is flat and level Photograph
Excavated area is protected/surrounded by sediment/runoff
control BMPs during construction
Photograph
Overflow inlet elevation is set above bioretention media per
plan (typically 12 inches)
Overflow inlet invert elevation is at least 3 inches below
containment wall/berm (to direct overflow into inlet)
Measure/record distance between inlet and top of
containment wall/berm
Upstream catchment drains to inlet
Forebay is installed according to design specifications
Forebay has flat, concrete bottom
Outlet structure/overflow elevation is confirmed Measure/record distance from overflow to top of media
filter
Impermeable liner meets design specifications
Impermeable liner attached to concrete perimeter wall
Impermeable liner is not exposed
Underdrain pipe is per design specifications
At least one cleanout is provided per underdrain lateral
Cleanout pipe is not perforated
Cleanout covers are installed and watertight
Underdrain is NOT wrapped in geotextile fabric
Underdrain orifice plate installed at outlet structure
Underdrain integrity tested after backfilling using TV and/or
water test
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OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
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PROPOSED UPGRADED
8" SANITARY SEWER MAIN
8" RESIDENTIAL SAN SERVICE 1
INV. OUT=4981.22 (E)
FG=4992.00
PROPOSED ELECTRIC
TRANSFORMERS
PROPOSED STORM DRAIN
PROPOSED 10'
PUBLIC ACCESS &
DRAINAGE EASEMENT
PROPOSED 5' PUBLIC ACCESS,
EMERGENCY ACCESS,
& SURFACE DRAINAGE EASEMENT
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PROPOSED 8" FIRE SERVICE
INSERTA TEE 1
STA 10+00.00
N: 129985.50
E: 194979.03
AREA INLET 1-1
STA 10+54.29
N: 129931.22
E: 194978.69
ROOF DRAIN CONNECTION 1-2
STA 10+71.28
N: 129931.31
E: 194961.69
54.29 LF 15" RCP @ 10.00%
16.99 LF 15" C-900 PVC @ 2.00%
PROPOSED WATER METERS
N:129942.02
E:194821.73
N:129941.32
E:194961.75
N:129691.10
E:194960.34
N:129691.86
E:194820.34
CONNECT TO EXISTING 8" WATER MAIN
8"x4" TAPPING SADDLE w/
4"x3" REDUCER (S) & 4" GV (S)
N:130012.94
E:194946.09
CONNECT TO EXISTING 8" WATER MAIN
8"x1 1/2" TAPPING SADDLE
N:130012.94
E:194955.34
CONNECT TO EXISTING 8" WATER MAIN
8"x8" TAPPING SADDLE w/ 8" GV (S)
N:130012.94
E:194952.34
CONNECT TO EXISTING 8" WATER MAIN
8"x6" TAPPING SADDLE
w/ TB & 6" GV (S)
N:130012.98
E:194834.27
FIRE HYDRANT
N:129967.55
E:194834.27
EXISTING 6"
SANITARY SEWER
EXISTING FIBER OPTIC
APPROXIMATE LOCATION OF
RELOCATED PROPOSED ELECTRIC
& RELOCATED PROPOSED COMMUNITATION
EXISTING GAS
EXISTING ELECTRIC
EXISTING CABLE
EXISTING 8" DIP WATER
6" COMMERCIAL SERVICE
INV.=4981.05
FG=4991.90
SANITARY SEWER
SEE SHEET C301
EXISTING SANITARY
SEWER MANHOLE
PROPOSED SANITARY
SEWER MANHOLE
w/ GASKETED LID
EXISTING SANITARY
SEWER MANHOLE
8" RESIDENTIAL SAN SERVICE 2
INV.=4982.53
FG=4992.04
EXISTING 60"
RCP STORM DRAIN
EXISTING IRRIGATION
TAP TO REMAIN
PROPOSED 10'x10' TRIANGLE SIGHT DISTANCE EASEMENT
EXISTING 8"
SANITARY SEWER
EXISTING VALVE
PROPOSED 10'x24
UTILITY EASEMENT
EXISTING 60"
RCP STORM DRAIN
EXISTING (5)
STORM PIPES
(SEE NOTE 17)
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54.29 LF
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@ 10.00%
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0
+
0
0
.
0
0
RI
M
4
9
8
0
.
6
±
IN
V
.
I
N
4
9
8
6
.
8
±
(
W
)
IN
V
.
I
N
4
9
8
6
.
8
±
(
S
)
IN
V
.
O
U
T
4
9
8
6
.
8
±
(
E
)
16.99 LF
15" C-900 PVC
@ 2.00%
AR
E
A
I
N
L
E
T
1
-
1
ST
A
1
0
+
5
4
.
2
9
FL
.
E
L
4
9
9
1
.
5
±
IN
V
.
I
N
4
9
8
6
.
2
1
(
W
)
IN
V
.
O
U
T
4
9
8
1
.
9
9
(
N
)
EXISTING
GROUND
PROPOSED
GROUND
RO
O
F
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
1
-
2
ST
A
1
0
+
7
1
.
2
8
IN
V
.
4
9
8
6
.
5
4
(
E
)
REFER TO ARCH.
& MEP DRAWINGS
FOR CONNECTION
(SEE NOTE 3
ON SHEET C606)
FI
B
E
R
O
P
T
I
C
ST
A
.
=
1
0
+
1
9
.
2
3
EL
E
C
T
R
I
C
ST
A
.
=
1
0
+
4
2
.
2
4
CONTRACTOR TO VERIFY
ALL UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
STA.=10+60.73
INV.= 4980.73
8" SANITARY
(E
X
I
S
T
I
N
G
)
(E
X
I
S
T
I
N
G
)
GA
S
ST
A
.
=
1
0
+
5
5
.
8
0
EL
E
C
T
R
I
C
ST
A
.
=
1
0
+
6
2
.
0
2
FI
B
E
R
O
P
T
I
C
ST
A
.
=
1
0
+
6
5
.
9
3
CONNECTION TO
EXISTING STORM DRAIN
TO BE DETERMINED
AFTER EXCAVATION
(SEE NOTE 17)
NORTH
Sheet
UN
C
O
M
M
O
N
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
D
:
\
P
r
o
j
e
c
t
s
\
1
1
0
4
-
0
0
1
\
D
w
g
\
R
e
c
o
r
d
D
r
a
w
i
n
g
\
1
1
0
4
-
0
0
1
_
U
T
I
L
_
A
B
.
d
w
g
L
A
Y
O
U
T
N
A
M
E
:
C
3
0
0
D
A
T
E
:
S
e
p
2
5
,
2
0
1
7
-
3
:
0
2
p
m
C
A
D
O
P
E
R
A
T
O
R
:
m
a
s
o
n
LI
S
T
O
F
X
R
E
F
S
:
[
1
1
0
4
-
0
0
1
_
x
E
X
S
T
]
[
1
1
0
4
-
0
0
1
_
x
S
I
T
E
]
[
1
1
0
4
-
0
0
1
_
x
U
T
I
L
]
[
1
6
4
-
0
0
9
A
s
B
u
i
l
t
_
2
0
1
7
-
0
3
-
3
0
]
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
30
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
0
1
0
Fo
r
t
C
o
l
l
i
n
s
,
C
o
l
o
r
a
d
o
8
0
5
2
1
ww
w
.
n
o
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
Ph
o
n
e
:
9
7
0
.
2
2
1
.
4
1
5
8
Of 19 Sheets
3.23.16
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C300
UT
I
L
I
T
Y
P
L
A
N
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9.REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10.ALL SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON
BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
11.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE C-900 OR APPROVED EQUAL.
13.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14.CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS,
AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY
PROVIDERS.
15.CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS
WITH ARCHITECT AND UTILITY PROVIDERS.
16.IRRIGATION FOR OLIVE STREET PARKWAY TO BE PLUMBED FROM BUILDING.
17.AS-BUILT/RECORD DRAWINGS FOR 'OAK STREET OUTFALL' DATED 2/5/03 INDICATE THAT
THIS 40-FOOT STRETCH WAS INSTALLED AS FIVE (5) PIPES AT 0.0% GRADE, WITH SINGLE
BARREL 60" RCP ON EITHER SIDE. CONTRACTOR TO FIELD VERIFY AND CONFIRM
CONNECTION WITH CITY AND ENGINEER.
EXISTING WATER MAIN
LEGEND:
W
G
T
CTV
EXISTING STORM SEWER
EXISTING CABLE
EXISTING TELEPHONE
EXISTING GAS
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED ELECTRIC TRANSFORMER
EPROPOSED ELECTRIC
EXISTING PAVEMENT TO BE REMOVED
PROPOSED FIRE DEPARTMENT CONNECTION FDC
STORM DRAIN
PROFILE SCALE:
TF
PROPOSED FIRE SERVICE F
EEXISTING ELECTRIC
1
RE
C
O
R
D
D
R
A
W
I
N
G
MC
R
3/
2
8
/
1
7
THE
S
E
R
E
C
O
R
D
D
R
A
W
I
N
G
S
,
P
R
O
D
U
C
E
D
B
Y
N
O
R
T
H
E
R
N
E
N
G
I
N
E
E
R
I
N
G
SER
V
I
C
E
S
,
I
N
C
.
,
A
R
E
B
A
S
E
D
I
N
W
H
O
L
E
,
O
R
I
N
P
A
R
T
,
U
P
O
N
I
N
F
O
R
M
A
T
I
O
N
PRO
V
I
D
E
D
B
Y
O
T
H
E
R
S
.
N
O
R
T
H
E
R
N
E
N
G
I
N
E
E
R
I
N
G
S
E
R
V
I
C
E
S
,
I
N
C
.
A
S
S
U
M
E
S
NO L
I
A
B
I
L
I
T
Y
F
O
R
T
H
E
A
C
C
U
R
A
C
Y
O
R
C
O
M
P
L
E
T
E
N
E
S
S
O
F
T
H
I
S
I
N
F
O
R
M
A
T
I
O
N
.
REC
O
R
D
D
R
A
W
I
N
G
MH
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
UP
TFTF
GAS METER
OLIVE STREET
(100' PUBLIC R.O.W.)
SO
U
T
H
C
O
L
L
E
G
E
A
V
E
N
U
E
(1
4
0
'
P
U
B
L
I
C
R
.
O
.
W
.
)
OWNER:
330 LLC
2775 IRIS AVE
BOULDER, CO 80304
OWNER:
REMINGTON PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
REMINGTON RENTAL
PROPERTIES, LLC
1054 MESSARA DRIVE
FORT COLLINS, CO 80524
OWNER:
ADP SCREENING AND
SELECTION SERVICES INC.
MAILSTOP 325
ROSELAND, NJ 07068-1728
FFE=
93.00
FFE=93.00
FFE=94.50
FFE=94.50
FFE=94.50 FFE=93.20
FFE=93.00
90.60
90
.
3
6
91.01
92.
6
9
93.16
93.
8
8
93.
8
6
94
.
3
7
94.50
94.14
90
.
2
6
FFE=
93.00
MO
N
T
E
Z
U
M
A
F
U
L
L
E
R
A
L
L
E
Y
(2
0
'
P
U
B
L
I
C
R
.
O
.
W
.
)
PROPOSED INLET
PROPOSED STORM DRAIN
91.1
5
91
.
4
7
92.2
1
RECONSTRUCT APPROACH
TO MEET PFA AND ADA
REQUIREMENTS
(SEE LCUASS DETAIL 803)
PARKING
GARAGE
OPENING
PASEO PLANTER BOXES
(9
1
.
8
2
)
(90
.
9
7
)
(92.4
0
)
(90
.
3
7
)
(93
.
2
5
)
(93
.
0
9
)
(93
.
5
1
)
(94
.
2
5
)
(94
.
2
9
)
(93.3
5
)
(93.1
3
)
(93.3
6
)
(93.5
7
)
(93.6
4
)
94.10
94.30
94.36
92.3
792
.
7
7
92.
7
7
91
.
3
7
92.3
3
91.9
5
92.0
6
94.08
93.3
4
94.5
0
94.3
2
94.4
5
94.0
3
94.5
0
94.50
94.2
5
94.50
94.2
2
93.0
0
92.0
1
93.00
93.0
0
91.9
9
91.7
8
92.1
7
92.1
7
93.
1
9
92.8
0
92.7
5
92.6
2
94.
5
0
93
.
0
0
(91
.
4
9
)
91.
1
8
91.0092.1
8
91.
5
1
92.5
1
93
.
0
0
94.22
94.5094.
2
4
92.92
93.90
93.
8
9
94.1
4
94
.
3
2
94.4
0
94.32
94.26
94.50
94
.
4
4
94.5
0
94.5
0
94
.
4
4
94.26
94.4
3
94.3
4
94.1
6
(94
.
6
2
)
94.5
0
94.5
0
94.5
0
94.4
2
94.4
6
94.
4
2
94.12
93.7
3
93.1
9
93.2
9
(93
.
0
7
)
(92
.
0
3
)
(91
.
9
0
)
(91
.
9
4
)
92
.
6
1
93.1
0
93.20
93.00
92.0
7
94.12
INVERTED
CROWN
CONSTRUCT NEW CURB
MATCH EXISTING ADJACENT
CURB SECTION
CONSTRUCT NEW CURB
MATCH EXISTING ADJACENT
CURB SECTION
FFE=92.50
(3) 6" RISERS
GARAGE
EL.=92.50
PROPOSED 10'
PUBLIC ACCESS &
DRAINAGE EASEMENT
PROPOSED 5' PUBLIC ACCESS,
EMERGENCY ACCESS,
& SURFACE DRAINAGE EASEMENT
92.84
6.83'
92.66
92.43
92.0
6
91.9
3
91.8
1
91.6
8
91.56
91.17
1.
0
%
1.0%4.5%
2.0%
2.0%
2.0%
0.
5
%
0.
5
%
3.6%
5.
4
%
0.
7
5
%
0.
9
%
0.
9
%
0.
6
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.5
%
92.70
92
.
9
0
92.9
0
93.1
0
(94
.
5
8
)
(94.0
3
)
91.53
91.16
0.
2
0
%
3.
6
2
%
(93
.
1
3
)
1.
1
5
%
3.
0
1
%
COORDINATE EDGE TREATMENT
WITH PROPERTY OWNER TO SOUTH
HYD
S
S
MH
MH
W
W
TESTSTA
G
ELECELEC
W
WW
W W
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
///////
AS-BUILT STORM DRAIN
AS-BUILT STORM INLET
NORTH
Sheet
UN
C
O
M
M
O
N
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
D
:
\
P
r
o
j
e
c
t
s
\
1
1
0
4
-
0
0
1
\
D
w
g
\
R
e
c
o
r
d
D
r
a
w
i
n
g
\
1
1
0
4
-
0
0
1
_
G
R
A
D
_
A
B
.
d
w
g
L
A
Y
O
U
T
N
A
M
E
:
C
4
0
0
D
A
T
E
:
S
e
p
2
5
,
2
0
1
7
-
3
:
0
4
p
m
C
A
D
O
P
E
R
A
T
O
R
:
m
a
s
o
n
LI
S
T
O
F
X
R
E
F
S
:
[
1
1
0
4
-
0
0
1
_
x
E
X
S
T
]
[
1
1
0
4
-
0
0
1
_
x
T
O
P
O
]
[
1
1
0
4
-
0
0
1
_
x
G
R
A
D
]
[
1
1
0
4
-
0
0
1
_
x
S
I
T
E
]
[
1
1
0
4
-
0
0
1
_
x
U
T
I
L
]
[
1
1
0
4
-
0
0
1
_
3
D
_
P
r
o
p
o
s
e
d
]
[
1
1
0
4
-
0
0
1
_
3
D
_
R
o
a
d
s
]
[
1
6
4
-
0
0
9
A
s
B
u
i
l
t
_
2
0
1
7
-
0
8
-
1
7
]
[
1
6
4
-
0
0
9
A
s
B
u
i
l
t
_
2
0
1
7
-
0
3
-
3
0
]
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
30
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
0
1
0
Fo
r
t
C
o
l
l
i
n
s
,
C
o
l
o
r
a
d
o
8
0
5
2
1
ww
w
.
n
o
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
Ph
o
n
e
:
9
7
0
.
2
2
1
.
4
1
5
8
Of 19 Sheets
3.23.16
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C400
GR
A
D
I
N
G
P
L
A
N
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND ALL HVAC
EQUIPMENT SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD
PROTECTION ELEVATION.
6.REFER TO THE FLOODPLAIN EXHIBIT FOR CROSS-SECTION LOCATIONS, BASE
FLOOD ELEVATIONS, AND FLOODPLAIN NOTES.
7.REQUIRED L.I.D. SYSTEMS FOR PROJECT SITE ARE LOCATED ON UPPER FLOOR
AND ARE SHOWN ON DRAINAGE EXHIBIT SHEET.
8.REFER TO ARCHITECTURAL PLANS FOR STAIR AND HANDRAIL DETAILS. HANDRAILS
SHOULD NOT EXTEND INTO PUBLIC RIGHT-OF-WAY NOR POSE A SIGHT DISTANCE
OBSTRUCTION.
NOTES:
2.0%
(47.4
5
)
EXISTING SPOT ELEVATION
PROPOSED STORM
PROPOSED VERTICAL
CURB AND GUTTER
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