HomeMy WebLinkAboutSite Certifications - 05/27/2022Page 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: 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.
1/19
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4.Outlet Structure:
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 Ch. 8, Sec. 2.0 and Ch. 9, Sec. 5.0
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.)
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Page 4
III. Storm Pipes (aka storm drains) - FCSCM Ch. 9, Sec. 4.0
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 and construction specifications.
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 Ch. 8, Sec. 2.0
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.
1/19
See as-builts shown on sheet C3.01
and narrative for minor revisions
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Page 5
V.Storm Drain Inlets - FCSCM Ch. 9, Sec. 3.0
A. Construction/Installation: All storm drain inlets have been constructed in accordance with the
approved construction plans and construction specifications.
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 Type C, R, 13 and 16 inlet covers are stenciled or stamped with the following designation (or
an equivalent): NO DUMPING – DRAINS TO POUDRE RIVER.
VI. Culverts - FCSCM Ch. 9, Sec. 4.0
A. Construction/Installation: All culverts have been constructed and/or installed in accordance with
the approved construction plans and construction specifications.
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 and the construction specifications. 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.
1/19
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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 and construction specifications.
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 - FCSCM Ch. 8
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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Page 7
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. Permanent Erosion Control BMPs - FCSCM Ch. 9, Sec. 7.0
A. Construction: All permanent erosion control BMPs have been installed per the approved
construction plans.
1. All riprap has been installed in the locations and sizes indicated on the approved construction
plans.
2. All fabric has been installed in the locations and sizes indicated on the approved construction
plans.
a. All fabric was installed per the details on the approved construction plans.
XII. Post-Construction Site Cleanup - FCSCM Ch. 3, Sec. 2.0
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.
XIII. Certification of LID and Water Quality Facilities - FCSCM Ch. 7
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.
B. Attached is verification of the rain garden and/or sand filter flat surface area(s) and ponding
volume(s). This verification includes survey of critical elevations.
C. Attached is verification of the underground infiltration required volume(s), weir elevations,
orifices, inspection ports and filtering fabric. This verification includes survey of critical elevations.
D. All visible LID design features were verified as part of the engineer's site visit.
1/19
See separate attachment for construction of the
level spreader and pictures.
See Narrative
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Yes
5/26/2022
CONNECT TO ROOF DRAIN (NOTE 8)
INV.=4905.91
FG=4908.17
2
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3
1
2
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3
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3
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4908
2330 E PROSPECT RD
OWNER: MOUNTAIN VIEW COMMUNITY CHURCH
2290 E PROSPECT ROAD
OWNER: DDNH COMMERCIAL INC
LIMITS OF 100-YEAR FLOODPLAIN
EXISTING BUILDING
EXISTING 8" ADS
ROOF DRAIN
PROPOSED
BUILDING
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
24 IN NYLOPLAST DRAIN BASIN
W_ SOLID COVER
INV. IN=4904.76 (E)
INV. OUT=4904.76 (NW)
FG=4907.82
INCLUDE 12" SUMP
TYPE C INLET
INV. IN=4905.11 (SE)
INV. OUT=4904.95 (W)
FG=4906.45
(PIPES SHALL BE CUT FLUSH
WITH INSIDE OF INLET)
10.5 LF
8" HDPE
@ 0.50%
8'' 11.25° BEND
INV.=4905.16
FG=4907.35
51.9 LF 8" HDPE @ 0.50%
8''X8''X6'' WYE
INV. IN=4905.42 (SE)
INV. IN=4905.50 (E)
INV. OUT=4905.42 (NW)
FG=4908.08
11.2 LF
6" HDPE
@ 0.50%
6''X6'' TEE
INV.=4905.56
FG=4908.36
7.8 LF 6" HDPE @ 0.50%
8" INLINE DRAIN W/SOLID LID
INV.=4905.77
FG=4908.17
8" DRAIN BASIN W/SOLID LID
FG=4907.97
STORM DRAIN OUTLET C
INV. IN=4905.87 (N)
8.7 LF 4" PVC @ 2.30%
48.3 LF 10" HDPE @ 0.40%
4'' INLINE DRAIN
INV.=4907.57
FG=4907.00
OUTFALL
INV.=4908.50
24' EMERGENCY
ACCESS EASEMENT
CONNECTING TO EXISTING DRAIN
INV.=4907.88
FG=4908.69
OUTFALL
INV.=4907.73
FG=4907.73
15.0 LF 4" PVC @ 1.00%
4.6 LF 6" HDPE @ 0.50%
6''X6'' TEE
INV.=4905.60
FG=4908.60
CONNECT TO ROOF DRAIN (NOTE 8)
INV.=4905.62
FG=4908.69
CONNECT TO CANOPY DRAIN (NOTE 8)
INV.=4905.68
5.7 LF 6" HDPE @ 2.00%
CONNECT TO EXISTING DOWNSPOUT
INV.=4905.67
FG=4908.97
4.0 LF 6" HDPE @ 2.00%
8.4 LF 6" HDPE @ 0.50%
10.1 LF 6" HDPE @ 0.50%
59.7 LF 8" HDPE @ 0.50%
11.2 LF 8" HDPE @ 0.50%
RECONSTRUCT EXISTING DOWNSPOUT
CONNECTION TO STORM PIPE:
DOWNSPOUT TO BE CUT ABOVE BEND
AND EXTENDED STRAIGHT DOWN THROUGH
NEW CONCRETE SIDEWALK WITH NEW
90 DEGREE CONECTION TO EXISTING
8" ADS STORM PIPE UNDER SIDEWALK
OUTLET B
FG=4905.90
11.2 LF 10" HDPE @ 0.40%
8''X8''X6'' WYE
INV. IN=4905.80 (S)
INV. OUT=4905.72 (NW)
FG=4908.33
MODERATE RISK
FLOODPLAIN
CONNECT TO EXISTING
STORM DRAIN SYSTEM
4" 90° BEND
15 LF 4" PVC
4" DRAIN PIPE
INV = 4906.21
4" DRAIN PIPE
INV = 4906.40
37 LF 4" PVC
@ 0.5%
47 LF 12" PVC @ 0.56%
10 LF 12" PVC @ 3.08%
4904.79
4904.79
INV = 4904.47
4905.08
4905.08
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CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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8
CABLE TV LINE
ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
G GAS METER
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE
CLEANOUT
TELEPHONE LINE
FIRE DEPARTMENT
CONNECTION
FIRE HYDRANT
FIRELINE
WATER MAIN
WATER SERVICE
WATER METER
LEGEND
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE
THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE
PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO
MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING
BUILDINGS OR PROPERTIES.
3.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
ITEMS IMPACTING ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
4.THE LIMITS OF THE FLOODPLAIN AND FLOODWAY ARE
SHOWN BASED ON FEMA FIRM MAP #08069C0983H
REVISED MAY 2, 2012. THE LINE WORK WAS PROVIDED BY
THE CITY OF FORT COLLINS.
5.ONSITE STORM SEWER SHOWN ON THESE PLANS SHALL
BE PRIVATE AND MAINTAINED BY THE PROPERTY OWNER.
6.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE
WATERTIGHT ADS-N12 OR APPROVED EQUAL.
7.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF
ADJACENT STRUCTURES. DESIGN LENGTH OF THE PIPE
INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
8.CONTRACTOR TO INSTALL MANUFACTURED
CONNECTIONS AT ALL STORM DRAIN AND ROOF DRAIN /
DOWNSPOUT CONNECTIONS.
9.SEE PLUMBING PLANS FOR CONTINUATION OF ROOF
DRAINS INTO THE BUILDING.
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1
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
2
4
3
1
2
1
3
312124
3
2
3
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1
1
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3
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1
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GM
2330 E PROSPECT RD
OWNER: MOUNTAIN VIEW COMMUNITY CHURCH
2290 E PROSPECT ROAD
OWNER: DDNH COMMERCIAL INC
2310 E PROSPECT RD
OWNER: C AND C HOLDINGS LLC OWNER: GATEWAY MEDICAL SERVICES LLC
24' EMERGENCY
ACCESS EASEMENT
30' UTILITY
EASEMENT
15' TRAIL EASEMENT
EXISTING 10'
CONCRETE TRAIL
EXISTING POND
LIMITS OF 100-YEAR FLOODPLAIN
EXISTING EDGE OF POND
EXISTING LIMITS OF WETLANDS
EXISTING BUILDING
EXISTING 12" CMP
EXISTING 8" ADS
ROOF DRAIN
6" VERTICAL CURB2' CURB CUT
2.
0
%
2' SIDEWALK CHASE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
TURF AREAS NORTH AND WEST OF BUILDING
TO BE CONVERTED TO NATIVE GRASS (SEE
LANDSCAPE PLANS FOR DETAILS)
10' WIDE SPRING CREEK TRAIL
(SEE NOTES ON THIS SHEET CONCERNING
CONSTRUCTION NEAR THE TRAIL)
OWNER: SEVEN LAKES
BUSINESS PARK ASSN
FLUSH CURB
PROPOSED RAILING (TYP)
GRADING DETAIL C
(SEE SHEET C4.02)
GRADING DETAIL B
(SEE SHEET C4.01)
8.5
3
5.54
8.5
3
???
GRADING DETAIL A
(SEE SHEET C4.01)
CONSTRUCTION ACCES
FROM PROSPECT ROAD.
CONTRACTOR TO ENSURE
MUD AND DEBRIS IS
NOT TRACKED OFF OF SITE
3.0%
18.
4
%
12.
7
%
15.
8
%
9.4
%
20
.
8
%
15.
5
%
6.5
%
24' EMERGENCY
ACCESS EASEMENT
100-YEAR FLOODPLAIN
(BUILDING REMOVED FROM FLOODPLAIN PER
LOMA CASE NO. 19-08-0473A DATED 3/27/2019)
TURF AREAS NORTH AND WEST OF BUILDING
TO BE CONVERTED TO NATIVE GRASS (SEE
LANDSCAPE PLANS FOR DETAILS)
LIMITS OF FLOODWAY
(NO GRADING WITHIN FLOODWAY)
CONSTRUCTION FENCE SHOULD
BE SET ON FLOODWAY LINE
(SEE FLOODPLAIN NOTES)
LEVEL SPREADER
(SEE DETAIL ON SHEET C4.01)
LEVEL SPREADER GRADING DETAIL
(SEE SHEET C4.01)
5' x 8' TRM (SEE EROSION
CONTROL NOTE 10)
CONSTRUCTION FENCE SHOULD ONLY BE IN PLACE FOR A LIMITED
TIME DURING THE ACTIVE CONSTRUCTION. CONSTRUCTION
FENCING SHALL BE BREAK AWAY AND TETHERED.
MODERATE RISK
FLOODPLAIN
PROVIDE INLET PROTECTION
ON EXISTING AREA INLET
APPROXIMATELY 100' EAST OF SITE
3'
EXISTING ROCK MULCH TO REMAIN
1.5'x3' COBBLE
(SEE E.C. NOTE 13)
1.5'x3' COBBLE
(SEE E.C. NOTE 13)
2'x5' COBBLE
(SEE E.C. NOTE 13)
2'x5' COBBLE
(SEE E.C. NOTE 13)
1'x1' COBBLE
(SEE E.C. NOTE 13)
1'x1' COBBLE
(SEE E.C. NOTE 13)
2'x5' COBBLE
(SEE E.C. NOTE 13)
NATURAL HABITAT BUFFER ZONE
3' STRIP OF EXISTING GRASS TO REMAIN IN PLACE
EROSION CONTROL BLANKET
ON BOTH FILL SLOPES ON EITHER
SIDE OF LEVEL SPREADER.
16.0
%
SEDIMENT CONTROL LOG
ENDS 5' INTO EROSION CONTROL
BLANKET (TYPICAL)
SEDIMENT CONTROL LOG
ENDS 5' INTO EROSION CONTROL
BLANKET (TYPICAL)
OUTER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
(SEE SHEET TR01 FOR MORE
INFORMATION ON EXISTING
TREES AND PROTECTING THEM
DURING CONSTRUCTION)
INNER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
4905
49
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4907
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1" = N/A
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0 20'40'
SCALE: 1" = 20'
10'
PR
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:
JOB NUMBER
SHEET NUMBER
SHEETSOF
DA
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VERTICAL:
HORIZONTAL:
SCALE
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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CAUTION
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:
5/26/2022
9
INLET PROTECTION
ROCK SOCK
CONCRETE WASHOUT AREA
CONSTRUCTION FENCE
90.
3
0
PROPOSED SPOT ELEVATION
3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED 5' MAJOR
CONTOUR
PROPOSED 1' MINOR
CONTOUR
LEGEND
PERMANENT SEEDING
SEDIMENT CONTROL LOG
EROSION CONTROL BLANKET
(SEE E.C. NOTE 12)
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE
THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE
OF WALK UNLESS OTHERWISE NOTED.
3.ALL DISTURBED AREAS NOT PAVED SHALL BE
REVEGETATED PER THE LANDSCAPE PLANS.
4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN
ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0"
AS SHOWN ON THE ARCHITECTURAL PLANS.
5.THERE SHALL BE NO EQUIPMENT, MATERIALS, OR ITEMS
STORED ON THE SPRING CREEK TRAIL OR WITHIN THE
TRAIL EASEMENT. IF THERE IS A NEED TO CLOSE A
SECTION OF THE TRAIL FOR ANY REASON, A TRAFFIC
CONTROL PLAN IS REQUIRED TO BE SUBMITTED AND
APPROVED THROUGH TRAFFIC CONTROL. THE PARKS
DEPARTMENT WILL SIGN OFF ON IT ONCE SUBMITTED.
PLEASE KEEP THE CLOSURES TO THE SHORTEST
AMOUNT OF TIME DEPENDING ON WORK SCHEDULING
AND FLOW. PARKS DEPARTMENT PLANNING STAFF CAN
HELP WITH ANY QUESTIONS YOU MAY HAVE REGARDING
THESE STANDARDS. PLEASE CONTACT JILL WUERTZ
(JWUERTZ@FCGOV.COM), 970_416_2062, OR PARKS
PLANNING TECHNICIAN, AARON WAGNER
(AAWAGNER@FCGOV.COM) 970_416_8083, 413 S. BRYAN
AVE, FORT COLLINS, CO 80521 REGARDING THE PARKS'
DEPARTMENT'S INTEREST.
6.THERE SHALL BE NO ENCROACHMENTS INTO THE TRAIL
EASEMENT DURING THE CONSTRUCTION PROCESS. IF IT
IS DETERMINED THAT AN ENCROACHMENT IS REQUIRED,
FOR ANY REASON, A TRAFFIC CONTROL PLAN SHALL BE
SUBMITTED AS NOTED ABOVE.
FLOODPLAIN NOTES
1.PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE
FEMA REGULATED 100-YEAR SPRING CREEK
FLOODPLAIN AND FLOODWAY. THIS PROPERTY IS ALSO
LOCATED IN THE SPRING CREEK MODERATE RISK
FLOODPLAIN AND IS SUBJECT TO THE REQUIREMENTS
OF CHAPTER 10 OF THE CITY CODE.
2.ALL DEVELOPMENT (CURB & GUTTER, PAVEMENT,
GRADING, FILL, PARKING LOTS, UTILITIES, LANDSCAPING,
ETC.) WITHIN THE FEMA REGULATORY FLOODPLAIN
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT AND APPLICABLE FEES.
3.A NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E.
CURB CUT, CURB & GUTTER, UTILITY WORK,
LANDSCAPING, ETC.)
4.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS
AS SHOWN ON THIS DRAWING ARE PER VERTICAL
CONTROL DATUM NAVD 88.
5.NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR
AT ANY TIME IN THE FLOODWAY BEFORE, DURING OR
AFTER CONSTRUCTION.
6.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN
FLOAT (E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE
ANCHORED.
7.FLOODWAY MUST BE SURVEYED AND STAKED IN THE
FIELD PRIOR TO COMMENCING ANY SITE WORK.
8.ALL FENCING IN THE FLOODWAY SHALL BE BREAK-AWAY
AND TETHERED INCLUDING ANY CONSTRUCTION
FENCING.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
EROSION CONTROL NOTES
1.TOTAL DISTURBED AREA = 40,550 SF (0.93 ACRES).
2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS.
3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES.
4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
5.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY.
THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO
VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
6.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000
SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER TO CITY OF
FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
7.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE
SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATION METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS.
8.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
9.DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND SURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.
10.TURF REINFORCEMENT MAT (TRM) SHALL BE NORTH AMERICAN GREEN VMAX SC250 OR APPROVED EQUAL. SEE MANUFACTURER'S
SPECIFICATIONS FOR INSTALLATION.
11.NO MUD AND DEBRIS SHALL BE TRACKED ONTO NEIGHBORING STREETS OR PROPERTIES. IN THE EVENT THAT TRACK OUT DOES OCCUR,
THE CONTRACTOR SHALL CLEAN MUD/DEBRIS IMMEDIATELY.
12.TEMPORARY EROSION CONTROL BLANKETS (ECB) SHALL BE NORTH AMERICAN GREEN ERONET S75 OR APPROVED EQUAL.
13.2" TO 6" COBBLE ROCK SHALL BE PLACED AT THE END OF PIPES AND DOWNSPOUTS PER MINIMUM DIMENSION SHOWN ON PLANS.
14.SEE EROSION CONTROL DETAILS ON SHEET C6.02
INGREDIENT % AVAILABLE
BY WEIGHT
APPLICATION
RATE IN
LBS/ACRE
NITROGEN 13 65
POTASSIUM 16 80
POTASSIUM M 120
PROJECT:MOUNTAIN VIEW COMMUNITY CHURCH
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS (if applicable)
CONSTRUCTION FENCE (if applicable)
ROCK SOCKS
CONCRETE WASHOUT AREA
(if applicable)
TEMPORARY SEEDING
INLET PROTECTION (EXIST. & PROP.)
1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs.
MOBILIZATIONDEMOLITION
UTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL LANDSCAPING
& STABILIZATIONPHASE OF CONSTRUCTION
EROSION CONTROL SEQUENCING
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
1
SM
E
5/
2
6
/
2
0
2
2
AS
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1
4.71
7.70
7.87
LEVEL SPREADER
TOP ELEVATION 4905.10
(SEE DETAIL ON THIS SHEET)
4.62
5.1
0
5.1
0
5.1
0
3.0%
18.
4
%
12.
7
%
15.
8
%
9.4
%
20
.
8
%
15.
5
%
6.5
%
(16
.
1
%
)
(14
.
2
%
)
(16.2%)
(9.
7
%
)
5.2
0
5.2
0
4.4
7
4.45
4.4
1
4.5
3
4.5
9
4.4
2
4.3
9
4.7
6
4.7
8
4.7
7
5.0
9
5.2
9
5.1
2
4.8
5
4.8
1
4.7
0
4.5
4
4.6
3
4.5
6
4.5
7
5.2
9
4.92
EXISTING ELEVATION AT
TOE OF SLOPE (TYP.)
4.98
MODIFIED IMPACT STILLING
BASIN/FOREBAY (SEE DETAIL
ON SHEET C6.01)
16.
0
%
LIMITS OF DISTURBANCE/
TOE OF BERM SLOPE (TYP.)
1' WIDE TOP OF BERM AT ELEV = 4905.20
TO TIE INTO LEVEL SPREADER
AND EXISTING GROUND TO
THE SOUTH
INNER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
OUTER CRITICAL ROOT ZONE
FOR EXISTING TREE (TYP.)
4905
4905
490
5
4.40
4.42
5.04
5.06
5.06
5.06
5.06
5.07
5.08
5.09
5.04
5.07
4.
2
%
RETAINING WALL, TYP.
DO NOT OVEREXCAVATE NEAR
DRIP LINE OF TREES.
CUT AND PULL AWAY FROM
TREE, NOT TOWARD TREE
FFE=4908.7
7.8
2
8.5
9
7.9
3
8.7
0
8.5
9
7.7
0
7.8
1
6.1
1
5.9
9
5.7
4
5.6
2
8.7
0
8.
3
%
2.0%
2.0%
8.3%
2.0%
2.
0
%
2.
0
%
2.
0
%
7.0
6
6.9
2
6.7
5
1.9%
2.
0
%
6.1
3
6.2
5
7.9
0
0.
0
%
0.
0
%
7.9
0
2.
0
%
2.
0
%
5.9
1
5.9
4
AS-BUILIT END
SIDEWALK LOCATION
2.8%
2.0%
4.8%
5.4%
2.6%
3.0
%
2.0%
2.0%
(2.6
%
)
7.70
490
7
49
0
8
49
0
7
49
0
8
8.0
%
1.35' CURB
CHANNEL
8.3%
2.5%
2.4%
3.4
%
3.4
%
6.5
%
2.3
%
6.3
%
10
.
4
%
0.6%
9.4%
THICKENED EDGE
SIDEWALK
4' CONCRETE PAN
8.4
7
8.6
8
8.3
0
8.4
7
8.5
1
8.3
3
8.48
8.0
5
11.5%
3.
4
%
2.6%
2.8%
2.4%
8.3
0
7.7
9
8.37
8.21
8.
9
6
T
B
C
8.23
7.9
7
8.6
4
T
B
C
8.0
7
8.0
8
7.9
8
8.1
8
7.21
7.2
9
8.0
4
8.8
0
6.4
5
6.65
8.0
6
8.
0
3
8.6
4
7.
2
1
6.
4
9
6.4
8
7.02
6.99 TBC
6.
5
8
7.05
6.5
2
6.4
9
7.
0
0
7.26
7.20
7.30
7.6
9
T
B
C
7.0
2
T
B
C
7.
7
9
T
B
C
7.2
4
T
B
C
6.74
6.8
4
6.7
0
6.7
0 6.4
9
6.
6
2
7.10 TBC
6.77
6.85
7.7
4
7.
7
1
T
B
C
7.80
8.44
8.6
2
8.53
7.
8
5
8.35
8.1
6
8.1
8
8.2
1
8.3
3
8.6
4
8.4
7
7.41
7.65
7.70
7.80
8.6
2
8.6
2
8.6
2
8.4
9
8.6
78.4
0
8.6
9
8.69
FFE=4908.7
8.6
9
8.2
0
8.2
8
2.0%
5.4%
6.0%
6.7%
7.1%
8.1
0
2.0%
2.0%
2.0%
3.6%
1.0%
0.5%
0.5%
1.7%
0.5%
3.1
%
2.0%
8.2
2
8.2
5
2.0%
8.6
4
8.5
0
8.5
8
1.9%
1.8%
2.0%
2.3%
2.9%
0.6%
4.7%
1.0%
8.40
8.37
6.22
6.80
7.69
8.2
7
8.2
8
LEVEL SPREADER DETAILS
NOT TO SCALE
4" MAXIMUM FILL
2"
4:1 MAX
(TYP.)2"
NOTES:
1.CONTRACTOR SHALL TAKE CARE NOT TO OVEREXCAVATE WHEN REMOVING THE TURF IN VICINITY OF THE
EXISTING TREE ROOT ZONES.
2.NO TRUCKS OR HEAVY EQUIPMENT SHALL BE USED FOR CONSTRUCTION OF THE LEVEL SPREADER. MATERIALS
SHALL BE REMOVED AND PLACED BY MANUAL LABOR SO AS NOT TO DISTURB EXISTING TREES.
3.CONTACT DESIGN ENGINEER FOR FIELD REVIEW ONCE LEVEL SPREADER IS STAKED FOR CONTRUCTION.
4.CONTACT MATT SIMPSON IN THE STORMWATER DEPARTMENT AT 970-416-2754 AND NILS SAHA IN THE FORESTRY
DEPARTMENT AT 301-204-7852 PRIOR TO CONSTRUCTION SO THEY CAN BE PRESENT TO OBSERVE AND INSPECT
INSTALLATION.
5.EROSION CONTROL BLANKET REQUIRED ON BOTH SIDE SLOPES ON EITHER SIDE OF THE STRIP STRIP STONE.
SIDE SLOPES TO BE SEEDED PER LANDSCAPE PLANS.
APRROXIMATELY 4" x 4" STRIP STONE
EXISTING TURF TO BE STRIPPED PRIOR TO CONSTRUCTION
OF THE LEVEL SPREADER (SEE NOTE 1)
STRIP STONE SUPPORTED ON BACKSIDE WITH ONE 18"
STEEL J HOOK REBAR GROUND STAKE FOR EVERY STONE
FLOW
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A
D
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P
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0 ##'##'
SCALE: 1" = ##'
##'
PR
E
P
A
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E
D
F
O
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:
JOB NUMBER
SHEET NUMBER
SHEETSOF
DA
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E
S
U
B
M
I
T
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D
:
VERTICAL:
HORIZONTAL:
SCALE
PR
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.
M
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CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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CAUTION
RE
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I
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S
:
5/26/2022
10
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING
TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED
ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY
EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF
WALK UNLESS OTHERWISE NOTED.
3.ALL DISTURBED AREAS NOT PAVED SHALL BE
REVEGETATED PER THE LANDSCAPE PLANS.
4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON
THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS
SHOWN ON THE ARCHITECTURAL PLANS.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
90.
3
0
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL
TOB = TOP OF BOULDER
3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED 1' MAJOR CONTOUR
PROPOSED 0.2' MINOR CONTOUR
4905
LEGEND
4.8
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEVEL SPREADER GRADING DETAIL
SCALE: 1" = 10'
FLOODPLAIN NOTES
1.PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE
FEMA REGULATED 100-YEAR SPRING CREEK FLOODPLAIN
AND FLOODWAY. THIS PROPERTY IS ALSO IN THE SPRING
CREEK MODERATE RISK FLOODPLAIN AND IS SUBJECT TO
THE REQUIREMENTS OF CHAPTER 10 OF THE CITY CODE.
2.ALL DEVELOPMENT (CURB & GUTTER, PAVEMENT, GRADING,
FILL, PARKING LOTS, UTILITIES, LANDSCAPING, ETC.) WITHIN
THE FEMA REGULATORY FLOODPLAIN MUST BE PRECEDED
BY AN APPROVED FLOODPLAIN USE PERMIT AND
APPLICABLE FEES.
3.A NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E. CURB
CUT, CURB & GUTTER, UTILITY WORK, LANDSCAPING, ETC.)
4.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS
SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL
DATUM NAVD 88.
5.NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT
ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
6.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT
(E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE
ANCHORED.
7.FLOODWAY MUST BE SURVEYED AND STAKED IN THE FIELD
PRIOR TO COMMENCING ANY SITE WORK.
8.ALL FENCING IN THE FLOODWAY SHALL BE BREAK-AWAY
AND TETHERED INCLUDING ANY CONSTRUCTION FENCING.
GRADING DETAIL B
SCALE: 1" = 10'
GRADING DETAIL A
SCALE: 1" = 10'
SM
E
5/
2
6
/
2
0
2
2
AS
-
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N
1
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
1
2
4
3
1
2
1
3
312124
3
2
3
2
1
1
21
1 2
3
1
1
2
2
1
2
2
112
2
3
1
1
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1
231
223223
GM
W
3
2
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1
2
1
2
1
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
2
2
2
3
1
SANCTUARY BUILDING EXPANSION
2.0
%
1.9
%
2.2
%
2.
0
%
2.
1
%
0.
9
%
6.9
%
5.2%
2.
3
%
2.
4
%
2.8%
2.0
%
2.
0
%
2.
1
%
3.
1
%
2.
2
%
6.
7
%
4.
9
%
9.9%
4.3
%
1.2%
1.8
%
2.
1
%
1.8%
2.
1
%
1.3%
2.7
%
4.
2
%
2.
5
%
2.5
%
2.1%
5.
9
%
LIMITS OF SANCTUARY BUILDING ADDITION
FFE=4908.7
4906
490
7
4906
490
7
4907
4907
4908
4908
4906
490
7
16.3%
11.5%
3.
4
%
5.1
%
EXISTING WATER METER
TO BE LOWERED 1.2'
EXISTING SEWER CLEANOUT
TO BE LOWERED 1.2'
7.0
1
5.
0
%
7.
2
%
6.2
%
FFE = 4909.28
(7" HIGHER AT BACK OF SANCTUARY
THAN REST OF THE BUILDING)
2.
0
%
8.2%8.6%
OUTLET C DETAIL
(SEE SHEET C6.00)
49
0
6
49
0
6
4906
4907
4906
4907
4907
4908
8.70
8.62
8.66
8.66
8.64
8.7
0
6.7
2
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G
6.7
4
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G
6.0
7
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6.7
9
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6.
8
2
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9.2
8
9.2
8
7.8
3
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3
7.7
4
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9
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6
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9
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5
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7
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6.
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6
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6.2
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6.0
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8
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8 5.1
7 5.1
7
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2
5.8
2 5.3
2 5.3
0 5.7
8
6.1
0
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9
6.6
8
6.4
1
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0
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8.2
0
8.3
5
6.9
4
7.1
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5.7
5
7.1
4
7.7
9
6.2
8
6.6
6
7.9
7
8.6
4
T
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C
8.0
7 8.7
0
8.6
8 8.4
7
8.7
0
8.7
0
6.8
8
7.1
9
7.9
5
7.3
4
6.6
8
6.7
9
8.2
6
8.3
5
7.5
2
7.6
0
6.7
5
5.9
1
7.0
6
8.0
8
6.
1
3
F
G
8.3
5
8.2
6
7.5
0
7.1
1
6.9
0
6.7
56.8
2
8.7
0
8.7
0
5.9
3
8.
2
6
8.
4
9
7.0
2
6.8
5
6.6
7
6.4
2
6.4
8
5.8
5
6.4
2
6.4
4
6.2
8 6.2
6
5.6
7
8.6
0
8.6
2
8.6
2
8.6
2
7.0
0
8.4
4
7.0
6
8.5
3
8.7
9
T
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B
6.8
5
F
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6.7
2
F
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8.67 FG
7.1
9
7.1
0
7.4
2
7.8
5
7.9
2
7.6
4
7.2
8
7.9
3
6.7
0 7.0
0
7.3
8 7.0
9
8.1
0
8.1
4
8.3
9
8.3
9
8.4
9
8.7
0
T
O
B
8.
7
0
T
O
B
8.4
8
8.3
5
6.5
2
6.7
2
6.6
8
7.2
6
7.8
3
7.4
5
7.6
1
5.2
6
5.2
0
5.7
1 5.2
1 5.6
7
5.1
9
5.5
6
5.2
3
5.0
5
5.1
2
5.7
7
6.0
9
6.9
5
6.1
6
6.87
6.4
2
6.0
6
5.6
7
6.7
3
6.7
0
6.9
4
8.5
0
6.3
3
6.5
1 6.5
4
6.4
7
6.3
9
6.2
5
6.1
0
6.0
6
6.1
1
5.9
15.8
7
5.8
4
8.3
4
8.7
0
8.5
2
8.4
6
8.3
7
6.2
4
6.6
6
7.1
2
7.7
9
6.1
8
5.6
8
6.1
6
6.0
9
6.0
0
5.8
9
5.8
2
5.5
9
5.5
0
5.3
9
5.3
2
6.1
8
8.7
0
T
O
B
8.7
0
T
O
B
8.6
3
T
O
B
8.1
6
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
O
B
8.5
0
T
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B
8.5
0
T
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B
8.5
0
T
O
B
8.5
7
T
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B
8.5
7
T
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B
8.7
4
T
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B
8.8
4
T
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B
7.0
9
T
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B
6.6
7
T
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B
7.4
2
9.1
8
T
O
W
8.37
0.
6
%
2.
8
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
1.8%
2.0%
2.0%2.0%
2.0%
2.0%
17
.
6
%
7.8
9
6.5
9
6.9
9
8.66
2.1%
2.2%
0.
9
%
1.1
%
7.48 7.58
7.5
4
7.
1
8
7.77
7.38
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0 ##'##'
SCALE: 1" = ##'
##'
PR
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F
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JOB NUMBER
SHEET NUMBER
SHEETSOF
DA
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VERTICAL:
HORIZONTAL:
SCALE
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:
CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
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CAUTION
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5/26/2022
11
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING
TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED
ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY
EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF
WALK UNLESS OTHERWISE NOTED.
3.ALL DISTURBED AREAS NOT PAVED SHALL BE
REVEGETATED PER THE LANDSCAPE PLANS.
4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON
THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS
SHOWN ON THE ARCHITECTURAL PLANS.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
90.
3
0
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL
TOB = TOP OF BOULDER
3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
PROPOSED 1' MAJOR CONTOUR
PROPOSED 0.2' MINOR CONTOUR
4905
LEGEND
4.8
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
FLOODPLAIN NOTES
1.PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE
FEMA REGULATED 100-YEAR SPRING CREEK FLOODPLAIN
AND FLOODWAY. THIS PROPERTY IS ALSO LOCATED
WITHIN THE SPRING CREEK MODERATE RISK FLOODPLAIN
AND IS SUBJECT TO THE REQUIREMENTS OF CHAPTER 10
OF THE CITY CODE.
2.ALL DEVELOPMENT (CURB & GUTTER, PAVEMENT, GRADING,
FILL, PARKING LOTS, UTILITIES, LANDSCAPING, ETC.) WITHIN
THE FEMA REGULATORY FLOODPLAIN MUST BE PRECEDED
BY AN APPROVED FLOODPLAIN USE PERMIT AND
APPLICABLE FEES.
3.A NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E. CURB
CUT, CURB & GUTTER, UTILITY WORK, LANDSCAPING, ETC.)
4.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS
SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL
DATUM NAVD 88.
5.NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT
ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
6.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT
(E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE
ANCHORED.
7.FLOODWAY MUST BE SURVEYED AND STAKED IN THE FIELD
PRIOR TO COMMENCING ANY SITE WORK.
8.ALL FENCING IN THE FLOODWAY SHALL BE BREAK-AWAY
AND TETHERED INCLUDING ANY CONSTRUCTION FENCING.
GRADING DETAIL C
SCALE: 1" = 10'
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
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1/19 Page 1 of 2
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.
Project Name: Mountain View Community Church Date: 05/26/2022
Building Permit Numbers:B2101586
I. Compaction
A. Yes 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. Yes The pipe trenches have been compacted in accordance with Section 02225-3.07.A.1. of the Fort Collins Development Construction
Standards for Water, Wastewater, Stormwater (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. Energy Dissipation and Erosion Protection - FCSCM Chapter 9, Section 7.0
A. Riprap
1. N/A The riprap bedding is a granular bedding of the gradation and thickness indicated on the approved construction plans.
2. N/A 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.
3. N/A The riprap is the gradation shown on the approved construction plans with a D50 of .
4. N/A The riprap thickness is as shown on the approved construction plans and extends to the horizontal limits shown.
5. N/A The riprap is buried to the depth indicated on the approved construction plans. (A minimum of 6 inches of soil is required.)
B. Permanent Erosion Control Fabric - FCSCM Vol.1, Ch.7
1. Yes All fabric was installed per manufacturer’s specifications.
1/19 Page 2 of 2
IV. Other Permanent BMPs
A. N/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.)
V. Extended Detention Basins
A. N/A Installation of this facility was verified via inspection by a City-Stormwater Inspector at the point of installation of the water quality
control box(es). Provide date of inspection and name of inspector:
Included certification sheet(s):
Please check the appropriate box(es) for the Low Impact Development (LID) facilities found on this site and complete the corresponding certification
sheets.
☐ Permeable Interlocking Concrete Pavers
☐ Bioretention Cells (Rain Gardens)
☐ Sand Filters
X Vegetated Buffers
☐ Underground Infiltration
☐ Other LID – For certification of Dry Wells, Tree Filters, Constructed Wetland Channels & Ponds, etc., contact City Staff to determine requirements
to exhibit the LID facility has been constructed and functions as intended per the approved drainage report.
*Please provide photographic documentation of the installation of all stages of all LID facilities.
**Please contact the City Stormwater Inspector at stormwaterinspection@fcgov.com to discuss inspection requirements for each LID facility and
request inspections.
***All facilities being certified must be “clean” – free of sediment & construction debris – prior to certification or acceptance of the facility.
Completed by:
Name: Eric Kendall
Title: Superintendent
Email: Eric.Kendall@elderconstructioninc.com
Phone: 1 (970) 462-1248
Company: Elder Construction
Address: 7380 Greendale Road, Suite A Windsor, CO 80550
1/19 Page 10 of 2
Vegetated Buffers
Item/Activity Yes No N/A Submittal Requirements Submitted?/Response
Construction
Buffer area was sectioned off to eliminate site disturbance and
compaction during construction x ☐ ☐
Provide photograph(s) Area was kept clean &
disturbance was
minimal.
Level spreader has been installed per plan (if applicable) x ☐ ☐ Provide photograph yes
Soils in the buffer area have been amended
☐ ☐ x
Record soil amendment certification with
Environmental & Regulatory Affairs
Buffer area is remaining
natural and soils are
not being amended.
Vegetation is planted according to landscape design
specifications and final landscaping plan x ☐ ☐ Provide photograph yes
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Northern Colorado
Printed on Wed May 4, 2022 at 01:26 pm MDT
Job #: 03898 Mountain View Community Church
2330 East Prospect Road
Fort Collins, Colorado 80525
Page 1 of 6
See During Construction Inspection Checklist
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2330 East Prospect Road
Fort Collins, Colorado 80525
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Northern Colorado
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Job #: 03898 Mountain View Community Church
2330 East Prospect Road
Fort Collins, Colorado 80525
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2330 East Prospect Road
Fort Collins, Colorado 80525
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2330 East Prospect Road
Fort Collins, Colorado 80525
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Northern Colorado
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Job #: 03898 Mountain View Community Church
2330 East Prospect Road
Fort Collins, Colorado 80525
Page 6 of 6
Mountain View Community Church Site Photos by United Civil Design Group 5/8 to 5/26:
Impact Stilling Basin
Level Spreader
Southeast Entrance:
South Entrance