HomeMy WebLinkAboutSite Certifications - 10/26/201519
Frt Collins
COMMERCIAL, MULTI -FAMILY AND SUBDIVISION
CERTIFICATION FORM & CHECKLIST
(Clyepoll Partial Site Drainage)
Foothills Mall Redevelopment
(Project Name)
October 19, 2015
(Date)
Block 7 — Permit # B1402403 335 Foy
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(For Commercial or Multi -family Please list any applicable building permit ffi numbers)'
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Please fill in all applicable items in this Certification Form f%Commerc a1 Multi Family and
Overall Single Family sites. A co of the a 'A`�
g y copy approved gradingYplyapn,must be�submitted with the as -
built N�
built grading plan. (It is preferred to have the as-builtelevation written in red next to the
y
approved elevations) i5
Use "OK" for items checked or actual numbers foryitems verified/surveyed in the field.
Use N/A for items that are not applicable to the site that is being certified.
Please provide an As -Built Redlined or Mykf'drawing showing the following:
A. Detention, Drainage Facilities, and Com on Ope"n Spaces
1. Pond Certification — This,will be addressedat project completion, does not apply to
Block 7 area (see attachment71
A,for area this document applies)
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Provide Topographic Re
'(grad certification with as —built spot elevations) and Volume
NA Verification,Calculations Show;both the proposed and as -built elevations on the same plan
.ga ;SFr^ r
sheet
and Spot Elevations (especially @ Pond Embankment and Pond
` NA,Positive Fall to Pan if applicable)
NA General Pond Grading including all Side -Slopes
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NA InvMllevation
NA Foreb y Construction and Elevation
NA Spillway Weir (Location, Elevation, Height, Opening Width)
NA Placement and size of riprap or alternative permanent erosion control measures
NA Orifice Plate and/or Water Quality Outlet Structure Installation
NA Water Quality Capture Volume (Volume Required, Volume Provided and Water Surface
Elevation)
NA Berm and Embankment Compaction Level
NA Subsurface Media for Water Quality Ponds and Swales
art ColUns
2. $wales - In general compliance for drainage of area, all verifications will be done at completion of
project
NA Location (are they within easement?)
NA Dimension and Cross -Section Verification
NA Longitudinal Slopes and Side -Slopes
NA Snnt FlPvatinnc
83A-83=1.68% A.B., 0.52% DESIGN
83-82=0.42% A.B., 0.50% DESIGN
82-81=1.48% A.B., 0.50% DESIGN
81-80=1.48% A.B., 1.04% DESIGN
99-98.1=0.43% A.B., 0.28% DESIGN
98-1-98=0.49% A.B., 0.28% DESIGN
98B-98A=1.49% A.B.,1.01% DESIGN 98C-98A=6.49% A.B., 2.62% DESIGN
98A-98=0.57% A.B., 0.35% DESIGN
98-97=0.31% A.B., 0.28% DESIGN
97-96=0.31% A.B., 0.28% DESIGN
96-96A=2.20% A.B.,1.00% DESIGN
3 Pipe Capacity Calculations (if slopes
are significantly altered from design)
Minimum slope 0.11%
4 Invert Elevations
303A=5025.47 (E) A.B. 303=5021.25 (N), 5024.45 (W) A.B.
N
art Collins
31=5011.56 (E), 5011.76 (W), 5019.96 (5), 5020.19 (N) A.B.
30=5011.10 (E & W) A.B. 13=5010.59 (E), 5010.72 (W), 5011.24 (N) A.B.
12=5010.30 (SE & W), 5012.82 (5) A.B. 12B=5013.58 (N) A.B. 11=5009.98 (E & NW) A.B.
30=5009.86 (E & W) A.B. 9=5009.61(E & W) A.B. 8=5009.32 (E), 5009.43 (W) A.B.
7=5009.08 (E), 5009.16 (W) A.B. 6=5008.91(E & W) A.B. 5=5008.73 (SE & NW) A.B.
4A=5008.67 (S & W), 5009.57 (NW) A.B. 533A=5016.67 (W) A.B.
530=5014.00 (E), 5015.87 (N) A.B. 517=5013.66 (E), 5013.74 (W), 5014.18 (N) A.B.
520A=5016.30 (SE) A.B. 520=5014.95 (SW), 5015.23 (NW) A.B.
518=5014.36 (S), 5014.39 (NE) A.B.
517=5013.66 (E), 5013.74 (W), 5014.18 (N). 516=5013.01(E & W) A.B.
515=5012.53 (NE & W) A.B. 514=5010.59 (NE), 5012.30 (SW), 5010.82 (SE) A 4&
512=5009.91(NE), 5010.21(SW), 5011.41(NW) A.B. 511=5009.78 (NE), 5009.8W(SW) A.B.
509=5009.67 (NE & SW), 5009.99 (SE) A.B. 508=5009.56 (NE & SW), 5011:41(NW) 111
506=5009.31(NE & SW), 5009.89 (SE) A.B. 505=5008.62 (E & SW) IB:
504=5007.96 (E & W) A.B. 503=5007.36 (NE & W) A.B. 502=5006.45 (F& SW) A.B.
501=5005.75 (E & W) A.B. 500=5005.55 A.B.
86=5011.46 (E), 5014.27 (SW), 5011.46 (NW) A.B :�,84=5009.42"(N) 5009.62 (W), 5010.42 (S) A.B.
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85=5010.96 (N) A.B. 83=5008.94 (N), 5009.02 (5), 5009.23 (E) A.B -
82=5007.88 (E & S) A.B. 81=5005.97 (E), 5007.42 (W) A B. 80=5048 A B.
99=5004.57 (N) A.B. 98-1=5003.83 (S& NW) A.B.
98=5003.29 (W), 5006.15 (E), 5003.29 (SE) A.B. 98C=500766'(5) A:
98A=5006.66 (W), 5007.18 (N), 5007.00 (S) A B' 988=5007. N) A.B.
97=5002.77 (N & E) A.B. 96=4999.05 (N),aS001.86 (5), 5001.00 (E) A.B. 96A=5002.10 A.B.
5 Installation and Backfill -Storm is private, a 1 B Illthatwas observed and tested by Ground
Engineering was compliant. Report! s, to City
6 Cover - In general compliance with design, all Backfill that was observed and tested by Ground
114
Engineering was compliant. Reports sent to,City for their review.
7 Encasement and Clearance from otherAjeoarbyutility lines - Storm is private, all installation was
photographed andfwill-be sent to the design engineer for their review.
df
8 Joints Type and construction -°Storm is private, all installation was photographed and will be sent
to the desix nki en er. for their review.
Pt Collins
4. Concrete Pan Channels This will be addressed at project completion, does not apply to
Block 7 area (see attachment A for area this document applies)
NA Size
NA Slope
NA Cross Section
NA Thickness
NA Elevations
5. Inlets
1 Size and Type — PER CONSTRUCTION DOCS
2 Size of Opening (or name of Standard Detail
3 Grate Elevation — 6'
303A=5029.27 13=5020.73 12=5019.54 126=5019 70911 5019.50 10=5019.46
9=5016.68 8=5016.33 7=5015.76 5=5014:48 520A=NOTSET 533A=NOT SET
514=5018.37 511=5018.33 509=5018.3!%i06=5018.43 �505=5017.92 504=5017.38
..�
502=5012.85 501=5010.24 500=500535 '185=5013.59 83A=5013.53 81=5012.02
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80=5005.48 99=NOT SET 986 5011 70 %C=5011.70 96A=5008.48
4 Invert Elevation—�
See section 3, Pipes.
5 Box Size - NA
F� 6�
6. Street Cross -Pans Thiswill',be:addressed at project completion, does not apply to Block
7 area (see attachment A for4eea his document applies)
NA Size �
Depth
NA Tie-in to Curb and Gutter
7. Culverts— This will be addressed at project completion, does not apply to Block 7 area
(see attachment A for area this document applies)
NA Size
NA Type
NA Invert Elevations
4
8. Sub -Drains
9.
10.
Bic
B.
Srt Collins
1 Size —4" perforated pipe in 24" x 12" burrito wrap
2 Type (Perforated/Solid) — Perforated, was observed by Ground Engineering was compliant.
Reports sent to City for their review.
'] !`—.. ._L�la/n •n eel/ •.. I1 _L __._L_la _�L _L _____..._ �_..
NA Minimum Opening Elevations
NA Top of Foundation Elevations
NA Comparison to 100-year Water Service Elevations
NA Comparison to Freeboard Elevations and Base Floodplain Elevations— BFE
5
art of
2. Verification of site grading:
• Engineer to evaluate site grading compliance with the approved grading plan.
This will be done at project completion, general compliance in Block 7 area (see
attachment A for area this document applies)
• As -built elevations are to be redlined onto the approved grading plawsheet
showing the as -built spot elevations next to the design spot elevations£so
compliance can be verified.and documented.
This will be done at project completion, general compliahteIn£Block 7 area (see
attachment A for area this document applies) w
C. Certification of Erosion Control Measures:
1. Permanent BMP Measures: —
when project is turned over.
NA Permanent Vegetation (no more than 6" bare spofssand weeds under control)
o.
NA Riprap or alternative permanent �erosion'smaterial
11
9 10
10
NA Riprap Bedding'
AN
NA Cut -Off Walls or ChanneI rop Structures;Cross-Sections
NA Sediment Basins!/-
NA Water quality po '. s/Sand Filter/Bio Retention Construction and liners
tting Mat's'or Blankets
Site Cleanup:
1 Construction Debris Clean -Up (In particular debris affecting the drainage) — General area for Block
7 cleaned (see attachment A for area this document applies)
2 Smoothing of Ruts in all Construction Areas
General area for Block 7 smooth (see attachment A for area this document applies)
3 Reseeding of all Areas Affected by Construction Activities
(Usually enforced by the City's Erosion Control Inspector but the engineer
Certifying the site needs to notify the contractor if areas are not seeded)
Bonded the landscape / Irrigation, will be done at a later date
6
art Collins
E. Statement of Compliance:
This certification is signed and stamped and by signing this form the Engineer(s) attests
that they have inspected the site and to the best of their knowledge the as -built conditions of
the drainage facilities are as described in the above form and in the As -Built plans enclosed.
Failure to properly disclose all known information could result in the rejection, of this
Mm
certification and prevent the release of an and all Stormwater Utility -R
p y y permit�holds�ontBuilding
Permits and/or Certificates of Occupancy within this development.
F. Signature and Stamp by a Colorado Registered Pr
Engineer's contact information:
Kenneth W. Curfman Flatirc
(Name) (Coml
kcurfman@flatsurv.com
(Email address)
(Telephone number)
Address)
PE STAMP
7
Attachment A
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6LOCK
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Fort Collins
Attachment B
Under Separate Cover —AS -BUILT EXHIBIT— BLOCK 7
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AS -BUILT EXHIBIT -
BLOCK 7
A PORTION OF FOOTHILLS REDEVELOPMENT,
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 25,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M,
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
Notes
1, THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT IDLE COMMITMENT AND
DOES NOT CONSTITUTE A MIRE SEARCH BY FLATIRONS, INC. TO DETERMINE TITI£ OR
EASEMENTS OF RECORD. THIS EXHIBIT DOES NOT PURPORT TO REFLECT ANY OF THE
FOLLOWING WHICH MAY BE APPLICABLE TO ME SUBJECT REAL ESTATE EASEMENTS, OTHER
MAN POSSIBLE EASEMENTS MAT WERE MISSILE AT ME THE OF MAKING THIS EXHIBIT;
BUILDING SETBACK LINES RESTRICIIVE COVENANTS; SUBDINSON RESTRICTONS; ZONING OR
OTHER LAND -USE REGUUTONS; AND ANY OTHER FACTS MAT AN ACCURATE AND
CURRENT TILE SEARCH MAY DISCLOSE.
2. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTON BASED UPON
ANY DEFECT IN MIS EXHIBIT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH
DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS EXHIBIT BE
COMMENCED MORE MAN TEN YEARS FROM ME DAIS OF ME CERTFICATON SHOWN
HEREON.
3. MIS EXHIBIT WAS PREPARED FOR ME EXCLUSIVE USE OF HCBECK, LTD., NAMED IN THE
STATEMENT HEREON, SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON
W THOUT AN EXPRESS STATEMENT BY ME SURVEYOR NAMING SAID PERSON.
4. THIS EXHIBIT IS VAUD ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR.
5. NO UTILITIES ARE SHOWN HEREON. NO RESEARCH HAS BEEN DONE CONCERNING ME
EXISTENCE, SIZE. DEPTH, CONDITION, CAPACTY OR LOCATION OF ANY UTIUTY OR
MUNICIPAL/PUBLIC SERVICE FACNTY. FOR INFORMATION REGARDING THESE UTILITIES.
PLEASE CONTACT ME APPROPRIATE AGENCIES. ALL UNDERGROUND UT UTIES MUST BE
FIELD LOCATED BY ME APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY
EXCAVATION. PURSUANT TO C.R.S. SEC. 9-1.5-103.
6. ME DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT.
). BENCHMARK INFORMATION: ELEVATIONS BASED ON BENCHMARK D-322 FROM ME
APPROVED CONSTRUCTION PLANS, W1M A PUBLISHED ELEVATION OF 5031.28 FEET (NCVD29
UNADJUSTED). BEING AN HISS BENCHMARK DISK STAMPED 'D322 RESET 1971- LOCATED 5.4
KM (3.35 MI) SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE HIGHWAY
14 IN FORT COLLINS, IN ME NORTH END OF ME EAST CONCRETE HEADWALL OF AN
B-FOOT BY 24-FOOT BOX CULVERT, 6.1 METERS (20.0 FT) EAST OF ME CENTERLINE OF
ME NORM BOUND LINES OF ME HIGHWAY, AND 1.2 METERS (5.6 FT) SOUTH OF ME
NORM END OF ME HEADWALL. ME MARK IS ABOVE LEVEL WITH ME HIGHWAY.
8. DATES OF FIELDWORK: SEPTEMBER - OCTOBER, 2015.
9. BOUNDARY DETERMINATION IS NOT A PART OF THIS EXHIBIT. THIS IS NOT A 'LAND
SURVEY PLAY OR 'IMPROVEMENT SURVEY PLAY AND THIS EXHIBIT IS NOT INTENDED FOR
PURPOSES OF TRANSFER OF PRE OR SUBDIMSONS OF LAND AND MAT IT IS NOT TO BE
RELIED UPON FOR ME ESTABLISHMENT OF A FENCE, BUILDING OR OTHER FUTURE
IMPROVEMENT LINES.
10. ME SITE WAS AN ACTIVE CONSTRUCTION SIR AT ME THE OF FIELDWORK.
11. ME HORIZONTAL LOCATIONS AND UNEW'ORK SHOWN HEREON ARE FROM APPROVED
CONSTRUCTION PLANS AND AUTOCAD FILES PROVIDED BY CLIENT AND DO NOT REPRESENT
AS -MEASURED LOCATIONS UNLESS NOTED.
12. ME PURPOSE OF THIS EXHIBIT IS TO SHOW AS -MEASURED SPOT ELEVATONS AND STORM
SEWER AS-BULT DATA IN ME AREA OF BLOCK T OWRI ND ONTO ME PROPOSED CINL
SHE PLAN.
Surveyor's Statement
I, JOHN B. GUYTON. A LAND SURVEYOR LICENSED IN ME STATE OF COLORADO. HEREBY STATE
FOR AND ON BEHALF OF FLATIRONS, INC.. TO HCBECK, LTD., MAT THIS AS -BUILT EXHIBIT WAS
PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE; MAT SAID EXHIBIT AND ME RELATIVE
ELEVATIONS SHOWN HEREON ARE ACCURATE TO ME BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
JOHN B. GUYTON COLORADO P.L.S. III
CHAIRMAN k CEO. FLATIRONS. INC.
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